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SPEC, I E I GATI ONS
<br />I. 1. GON5TRUGTION
<br />I. I. I. AGI 30-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />1. I. 2. ASGE5/AGI 530-15, TMS 402-16 8 ASGE6/AGI 550.1-13, TM5 602-16
<br />5PEGIFIGATIONS FOR MASONRY STRUGTURES.
<br />I. I. 3. ASTM G270-12a, G476-10, AND GGO-14 5PEGIFIGATIONS FOR MASONRY 5TRUGTURES
<br />I. I. 4. NATIONAL DESIGN SPEGIFIGATIONS (NIPS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />1. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. 1. 6. "MANUAL OF STEEL GON5TRUGTION, ALLOWABLE STRESS DE510N", BY THE AMERICAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AI5G)
<br />I. L 7. "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DE51ON :
<br />1.2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUGTURAL GONGRETE
<br />I. 2. 2. A5GE5/AGI 530-15, TM5 402-16 $ A5CEb/AGI 530.1-13, TM5 602-16
<br />5PEGIFIGATION5 FOR MASONRY 5TRUGTURES.
<br />I. 2. 5. A5TM G270-12o, G476-10, AND GqO-I4 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5
<br />I. 2. 4. NATIONAL DESIGN 5PEGIFIGATION5 (NDS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />1. 2. 5. PLYNOOD DESIGN SPEGIFIGATION5 (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GODE (FBG), 6th EDITION (2017)
<br />1.5. SHOP DRA I NC 5 :
<br />I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRANING5 NITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF REGORD.
<br />I. 3. 2. ALL SHOP DRANIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GON5TRUGTION.
<br />A ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. ALL L
<br />REG. PE. AND SHALL INGLUDE : DRANIN65 AND GALCULATION5, REAGTIONS AND BEARING
<br />POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS.
<br />2. DESION LOADS
<br />THIS 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE NITH THE 6th ED. (2017) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />NG GA BUILDI TEGORY: 11
<br />2. 1. DEAD LOADS:
<br />ROOF
<br />TILE (TC=15P5F, BC=IOP5F)
<br />25P5F
<br />ASPHALT SHINGLE (TG=7PSF, BG=IOP5F)
<br />17P5F
<br />METAL (TG=IOP5F, BG=IOPSF)
<br />20P5F
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED)
<br />25P5F
<br />CARPET OR HOOD
<br />15P5F
<br />2. 2. L I VE LOADS :
<br />ROOF
<br />20PSF
<br />FLOOR
<br />ONE- AND TNO-FAMILY DNELLIN05
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOP5F
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTIG5, SLEEPING AREAS
<br />30P5F
<br />OTHER
<br />40PSF
<br />EXTERIOR DEGKS
<br />SAME AS OGGUPANGY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 2001.E
<br />LIVE LOAD REDUGTION5
<br />PER CODE
<br />2. 3. ROOF 5NON LOPED DATA:
<br />GROUND SNOH LOAD, Pq = N/A
<br />2. 4. WIND LOADS :
<br />BASIC, HIND SPEED, V (3-5EG. GUST) 140MPH (Va5d=I08MPH)
<br />HIND EXPOSURE G
<br />INTERNAL PRESSURE GOEFFIGIENT V-0.15
<br />G 4 G DE51ON PRESSURE SEE PLAN
<br />HIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLA55
<br />2. 5. SEISMIG DESIGN DATA.
<br />SEISMIG IMPORTANCE FACTOR, le
<br />LO
<br />SEISMIG RISK GATEGORY
<br />II
<br />MAPPED SRA, 55, 51
<br />N/A
<br />51TE GLA55
<br />A
<br />DESIGN 5RG, SD5, SDI
<br />N/A
<br />SEISMIC, DESIGN CATEGORY
<br />WA
<br />BA51G 5FR5
<br />MASONRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC, RESPONSE GOEFFIGIENT, GS
<br />N/A
<br />RESPONSE MODIFICATION FACTOR, R
<br />WA
<br />ANALY515 PROGEDURE
<br />ELF
<br />2. 6. FLOOD DE516N DATA:
<br />DATUM NAVDbb
<br />FLOOD ZONE "X"
<br />BASE FLOOD ELEVATION: WA
<br />LOHE5T PROPOSED FLOOR ELEVATIONS WA
<br />3. DEELEGTIONS:
<br />LIVE LOAD L/360
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4.1. RE I NFORC I NC STEEL
<br />4. I. I. REINFORCING STEEL SHALL BE ASTM A615/A615M-0q GRADE 40, f'y = 40 K51
<br />4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR I5"
<br />4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF
<br />EAGH BAR EXGEPT HHERE THE GOVER DIMEN5ION IS SHONN TO THE FAGE OF THE CONCRETE.
<br />4. 1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.5. REINFORGING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD.
<br />4. I. 6. DESIGN COVER REQUIREMENTS :
<br />G-I-P GONGRETE FORMED AGAINST EARTH : 51.
<br />G-I-P GONGRETE EXPOSED TO EXTERIOR: 2"
<br />G-I-P GONGRETE NOT EXPOSED Lys"
<br />GROUT FILLED MASONRY : 5/4
<br />4. L 7. HELPED HIRE FABRIC, (WHF): AIOb4/AI064M-16ci
<br />4. I. b. DETAIL REINFORGEMENT IN AGGORDANGE HITH AGI 315-LATEST EDITION.
<br />4. 2. CONCRETE :
<br />MODULES OF
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />ELASTIGITY
<br />DE515N (E)
<br />G-I-P GONGRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,b50 K51
<br />G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO GO. ONLY
<br />5,000 Psi
<br />5,122 K5i
<br />G-I-P GROUT
<br />5,000 P51
<br />5,122 K51
<br />4. 2. 2.
<br />GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL
<br />GRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL GON5I5T OF PEA ROCK (3/5" MAXIMUM AGGREGATE) GONGRETE MIX
<br />WITH SLUMP BETWEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GON5TRUGTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF GONGRETE FORMING, PLAGEMENT AND GURING SHALL BE GONNUGTED IN
<br />AGGORDANCE NITH THE 5PEGIFIGATION5 AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR NALKHAYS S DRIVEWAYS)
<br />3 1/2" MIN. THIGKNE55 H/ MIN. REINFORGEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 NNF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HNF
<br />GONTRAGTORS DISCRETION.
<br />4. 2. 7.
<br />GONGRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE N/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />4.3. CONCRETE MASONRY:
<br />4. 3. I.
<br />FILLED CELLS N/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. 3. 2.
<br />LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM GGO-14, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 5.
<br />ALL CELLS � GAVITIE5 BELON GRADE HILL BE FILLED N/ GONGRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM
<br />4. 3. 5.
<br />METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE
<br />GONDUGTED IN AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION.
<br />4. 3. 7.
<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 RbO6.3.1.1
<br />4.4. STRUGTURAL LUMBER :
<br />4.4. I.I.
<br />INTERIOR LOAD BEARING HALLS SPF STUD OR BETTER, fb = 675 PSI, E = 1200 K51
<br />ALL EXTERIOR FRAMING SPF #2 OR BETTER, fb = &75 PSI, E = 1,40OK51
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE CONSTRUCTED USING SPF ,
<br />STUD QUALITY OR BETTER, UNLE55 NOTED OTHERNI5E
<br />4. 4. 2.
<br />ALL PLYNOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 3.
<br />ALL PLYHOOD USED FOR INTERIOR APPLIGATION5 SUCH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.D.
<br />4. 4. 4.
<br />IF 05B BOARD 15 TO BE U5ED IN PLAGE OF PLYHOOD 15 TO HAVE 51MILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT WITH GONGRETE 15 TO REGEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFAGTURER 15 TO SUBMIT SHOP DRANING5 TO THE ENGINEER OF RECORD.
<br />4. 4. 7.
<br />DESIGN, FABRIGATE AND EREGT HOOD TRU55E5 IN AGGORDANGE NITH THE "DESIGN
<br />5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRU55E5" BY THE
<br />AN51/TPI 1-14, BG51 2013
<br />4. 4. b.
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT NOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUGGO FINISH AND SHALL BE APPLIED IN STRICT
<br />AGGORDANGE HITH THE FRG SECTION R703.7.2 AND NITH ASTM Gg26 INGLUDING THE
<br />REFERENCE IN A5TM Gg26 5EGTION b TO 5EGTION XI.4.2 OF THE APPENDIX - 7/&" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (3/b" - 3/b" - I/b") OVER METAL LATH OVER HATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO
<br />LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND
<br />SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />ACCORDANCE HITH THE APPLIGA L B E BUI DING CODE AND MANUFACTURERS
<br />L
<br />5PEGIFIGATIONS. GURING TIME FOR 3-GOAT STUGGO, EAGH GOAT SHALL BE KEPT IN A MOIST
<br />CONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
<br />2ND GOAT SHALL NOT BE APPLIED SOONER THAN 4b HR5 AFTER APPLICATION OF THE IST
<br />NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE
<br />GOAT. THE FINISH GOAT SHALL N L
<br />APPLIGATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN AGGORDANGE HITH
<br />ASTM Gg26 INGLUDING THE REFERENCE IN A5TM G126 5EGTION b TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING � FRAMING SHALL COMPLY TO ASTM G 1065
<br />PER FLORIDA RESIDENTIAL CODE R703.7.1
<br />4. 4. I1.
<br />FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH ANPA M 4
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FASTENERS AND TIE DONNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : ASTM A36/36M Ob Fy = 36 K51
<br />ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 K5i
<br />SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 461<51
<br />HIGH STRENGTH BOLTS : ASTM A325-14
<br />MACHINE BOLTS: GALVANIZED ASTM A507-12
<br />4. 5. 2.
<br />SHEET METAL AGGESSORIE5 SHALL CONFORM TO : Fy = 33K91NITH GGO
<br />GALVANIZED GOATING IN AGGORDANGE HITH ASTM A525-GO.
<br />4. 5. 5.
<br />NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOH5 : bd = 0.131 ", loci = 0.14b", 12d = 0.148 "% 16d = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DONNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO REGEIVE AN ANTI-GORRO5IVE GOATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DONNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DONNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE NITH THE PLANS AND SPEGIFIGATION5.
<br />4. 5. 7.
<br />GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />NITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. b.
<br />CONCRETE EMBEDDED TIE DONN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR NHILE PLAGING GROUT.
<br />4. 5. g.
<br />P05T-IN5TALLED ANGHOR5 INTO GONGRETE
<br />I. POST -INSTALLED ANGHORS SHALL ONLY BE USED WHERE SPEGIFIED ON THE
<br />GON5TRUGTION DOGUMENT5. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DAN5GO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANGHOR5 IN PLAGE OF
<br />MISSING OR MISPLAGED GA5T-IN-PLACE ANCHORS.
<br />2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANGHORS TO AVOID GONFLIGTS
<br />NITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S
<br />PRINTED IN5TRUGTION5 (MPII).
<br />4. SUE35TITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPEGIFIED BELON SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG NITH GALGULATIONS THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 GAPABLE OF AGHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPEGIFIED PRODUCT USING THE
<br />APPROPRIATE DESIGN PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC, SPEGIAL IN5PEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUCT'S FLORIDA PRODUGT APPROVAL.
<br />6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON STRONG -TIE AT (500) ggg-50gq. GALL HILT] AT (e,66) 445-8b27.
<br />7. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />355.2 AND IGG-E5 AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE:
<br />A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KNIK HUS-EZ"
<br />B) EXPAN5ION: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KNIK BOLT TZ"
<br />b. ADHESIVE ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE NITH AGI
<br />355.4 AND IGG-ES AG30b FOR GRAGKED AND UNGRAGKEP GONGRETE RECOGNITION.
<br />ADHESIVE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 31b-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION.
<br />ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND
<br />MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF I10°F (AGI 50 PA.2.1). PRE -APPROVED
<br />ADHESIVE ANGHORS INGLUDE:
<br />A) EPDXY: 51MP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D"
<br />B) FAST GORE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST -INSTALLED ANGHOR5 INTO MASONRY
<br />1. MEGHANIGAL ANGHORS INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE NITH IGG-E5 AGOI OR AGIO6.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE:
<br />A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KNIK HUS-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2", "NEDGE-ALL" OR HILTI
<br />"KNIK BOLT 3"
<br />2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE NITH IGG-E5 AC5b. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INGLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE "5ET-XP"
<br />B) FAST GURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY -10"
<br />3. ADHESIVE ANGHORS INSTALLED IN HOLLON GONGRETE MA50NRT' 4 UNREINFORGED GLAY
<br />BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG58 OR AG&O, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANCHORS INGLUDE:
<br />A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY -10"
<br />4. THE APPROPRIATE SGREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS
<br />INSTALLED IN HOLLON CONCRETE MASONRY OR UNREINFORGED GLAY BRICK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFACTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOL..ONING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,g50 PSI
<br />Ft = I,b50 PSI
<br />Fr- = 500 P5I (PERPENDIGULAR)
<br />Fr- = 2300 (PARALLEL)
<br />4.1. STEEL:
<br />Fv = 2b5 PSI
<br />4. 7. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPER.IENGED, QUALIFIED
<br />STEEL ERECTOR.
<br />4. 7. 2.
<br />FABRIGATE AND ERECT ALL STRUCTURAL STEEL_ IN AGGORDANGE WITH A.I.S.G.
<br />"SPEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4. 7. 3.
<br />STRUGTURAL STEEL: A5TM A36/36M Ob.
<br />4.14.
<br />STEEL TUBING: A5TM A500--10, GRADE B.
<br />4. 7. 5•
<br />HELPED GONNEGTIONS: E70XX ELEGTRODE5, MINIMUM SIZE FILLET HELPS 3/16", ANS.
<br />GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON RZE:OUEST.
<br />4. "7. 6.
<br />NHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE NEB STIFFENER
<br />PLATES ON EACH 51DE OF THE NEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THIGKNE55, LOGATED AT THE CENTER, LINE OF THE TUBE COLUMN.
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTION5 OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. SOIL:
<br />4. b. I. THE FOOTING 15 PESIGNED BASE ON 2000 PSF 501L BEARING PRE 55URE.
<br />GONTRAGTOR/ONNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROP05ED SITE.
<br />4. b. 2. ALL 501L 15 TO BE GLEAN $ POISONED FOR TERMITES PER FBG 6TH EDITION (2-017)
<br />RESIDENTIAL 5EGTION5 R50.1, R318.2, R318.3, 4 R31b.7
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• SOIL GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT POGUMENTATION, HHIG
<br />SUBSTANTIATES THE PROPOSED METHOD, IS AN APPROVED TERMITE PROTEGTTON SYSTEM
<br />OR METHOD.
<br />IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- A PERMANENT SIGN WHICH IDENTIFIES 7FfE TERMITE "TREATMENT PROVIDER
<br />AND NEED FOR RE-INSPEGTION AND TREATMENT GONTRAGT RENEWAL SHALL BE
<br />PROVIDED. THE 516N SHALL BE POSTED NEAR THE HATER HEATER OR EL.EGTRIG PANEL"
<br />2. CONDENSATE AND ROOF DONN5POUT5 SHALL PI5GHARGE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING SIDE HALLS.
<br />3. IRRI5ATION/5PRINKLER 5Y5TEMS INGLUDING ALL RISERS AND SPRAY' HEADS SHALL NOT
<br />BE INSTALLED NITHIN I'-0" OF THE BUILDING SIDE HALL.
<br />4. FBG R501 - IN ORDER TO PROVIDE FOR IN5PEGTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETNEEN EXTERIOR HALL COVERINGS AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING NALL NOT BE LE55 THAN 6 INGHE5 (152 MM)
<br />EXGEPTIONS:
<br />I. PAINT OR DECORATIVE GEMENTITIOUS FINISH LESS THAN A INGH (1-1.1 MM) TI IGK
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DENALL.
<br />2. AGGE55 OR VEHIGLE RAMPS NHIGH RISE TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE HITTH OF SUGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPEGTION SPAGE ABOVE PATIO AND GARAGE SLABS AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY
<br />MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY
<br />GON5TRUGTION ONLY.
<br />5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE HITH SECTION R310.4.
<br />5. R315.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, TtiE INITIAL
<br />GHEMIGAL SOIL TREATMENT IN51DE THE FOUNDATION PERIMETER? SHALL. BE
<br />DONE AFTER ALL EXGAVATION, BAGKFILLING AND GOMPAGTTON IS GOMPLETE.
<br />6. R315.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
<br />AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SH l_ BE RETREATED NITH
<br />A GHEMIGAL SOIL TREATMENT INGLUDING 5PAGE5 BOXED OR FORMED.
<br />7. R315.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN
<br />CONCRETE FLOORS BOXED OUT OR FORMED FOR THE 5UB13EGUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE GREATED BY U51NG
<br />PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT DEPTH TO ELIMINATE
<br />ANY PLANNED 501L DISTURBANGE AFTER INITIAL GHEMIGAL- SOIL TREATMENT,
<br />8,. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL_ VAPOR
<br />RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY NORK, INGLUDING
<br />PLAGEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL BE DONE IN 51UGH MANNER A5 TO AVOID
<br />PENETRATING OR DISTURBING TREATED SOIL.
<br />q. R31b.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CONCRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL- S011._ TREATMENT, TO
<br />ENHANGE VERTIGAL PENETRATION OF THE GHEMIGAL-5.
<br />10. R315.1.6 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL
<br />501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE
<br />WITH I FOOT (305 MM1) OF THE PRIMARY 5TRUGTURE 51DEWALL5. ALSO, A VERTIGAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLYT AFTER GON51-RUCTION 15 GOMPLETED,
<br />INGLUDING INITIAL LANDSGAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11. R318.17 IF A REGI5TEREP TERMITIGIPE FORMULATED AND RE6I5TEREP AS A BAIT5Y5TEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R31b.i.l, THROUGH SECTION
<br />R318.1.6 DO NOT APPLY; HONEVER, A 51ONED GONTRAGT ASSURING THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE 155UE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE
<br />BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE
<br />INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />IF THE BAITING SYSTEM DIREGTION5 FOR US REQUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE GOMPONENT5 SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12. R315.1,5 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
<br />TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, 5'EGTION5 R31b.l.l
<br />THROUGH R315.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIPES
<br />SHALL BE A5 REQUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL_ BUILDING APPROVAL.
<br />15. R315.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERNIITIGIDE5, INGLUDING SOIL APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PE✓FIGIDE.S
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEN GONSTRUGTION. SEE SEGTION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL. BE ISSI.IED TO THE
<br />BUILDING DEPARTMENT BY THE LIGEN5ED PEST GONTROL- GOMPA,NY THAT CONTAINS THE
<br />FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A GOMPLETE TREATMENT FOR.
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE NITH
<br />RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGLIL.TURE AND
<br />GONSUMER SERVIGE5."
<br />14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULOSE-GONTAINING MATERIALS. IF
<br />501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM NALL THIGKNE55 OF 0.010 INGH (0.25 MM), AND BE SEAI-ED NITHIN THE
<br />SLAB U51NO A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPAGE
<br />BETNEEN THE PIPE AND THE SLEEVE. NO TERMIT161DES SHALL- BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. R315.3 GLEANING. GELL5 AND GAVITIE5 IN MASONRY UNITS AND AIR. GAPS BETNEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL BE (,LEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER
<br />GELLULOSE-GONTAININO MATERIAL PRIOR TO CONCRETE PLAGEMENT.
<br />EXCEPTION: INOR6ANIG MATERIAL MANUFAGTURED FOR GL051N6 GELLS IN FOUNDATION
<br />CONCRETE MASONRY UNIT GONSTRUGTION OR GLEAN EARTH FILL PLACED IN CONCRETE
<br />MA50NRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />4.853. 501L 15 TO BE GOMPAGTED TO g5% MODIFIED PROGTOR AS DEFINED BY ASTM D 155-1-1201
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NITHIN 24" A.F.F. OR
<br />SENTRIGON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "L..IOUIP BORATE- OR
<br />BOR-A-GOR" PRODUGT OR 5ENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE.
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT IN5EGT INFESTATION.
<br />REQU I RED SAFETY O LAZ I NO IN HAZARDOUS LOCATIONS
<br />SAFETY OLAZINC-7 (RE: FRG R308.4)
<br />R305.4 HAZARDOUS LOCATION5. THE FOLLOWING SHALL BE GONSIDERED 5PEGIFIC HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING.
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS.
<br />EXGEPTI ON5:
<br />I. GLAZED OPENINGS OF A 51ZE THROUGH WHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE IS UNABLE TO PASS.
<br />2. DECORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE GON5IDERED TO
<br />BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INGHE5 (1524 MM) ABOVE THE FLOOR OR WALKING SURFAGE AND IT MEETS EITHER OF THE FOLLOWING
<br />GONDITION5:
<br />I. WHERE THE GLAZING 15 WITHIN 24 INGHES (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A GLOSED POSITION.
<br />2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />POSITION AND NITHIN 24 INGHE5 (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE
<br />GLAZING.
<br />3. NHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (g14 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THI5 APPLICATION SHALL COMPLY NITH 5EGTION R305.4.3.
<br />4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDOH THAT MEETS ALL OF THE FOLLONING
<br />CONDITIONS:
<br />i. THE EXPOSED AREA O INDIVIDUAL
<br />F AN INDIV D AL PANE IS LARGER THAN q SQUARE FEET (0.836m ); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN Ib INGHE5 (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHE5 (q14 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE WALKING 5URFAGE ARE NITHIN 36 INCHES (q14 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE55IBLE 51DE(5) OF
<br />THE GLAZING 34 TO 3b INGHE5 (846 TO q65) ABOVE THE NALKING
<br />5URFAGE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT GONTAGTING
<br />THE GLA55 AND BE A MINIMUM OF 1 1/2" INGHE5 (38 mm) IN GROSS 5EGTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE GLA55 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, NALKING
<br />5URFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAD) OR HORIZONTAL) SURFACE
<br />ADJAGENT TO THE GLA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLE55 OF AREA OR HEIGHT ABOVE A NALKING 5URFAGE. INCLUDED ARE
<br />STRUGTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGLOSURE5 OR FENGES GONTAINING OR FAGING HOT TUBS., SPAS, NHIRLPOOLS,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOVERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE
<br />BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTIGALLY
<br />ABOVE ANY STANDING OR WALKING 5URFAGE SHALL BE GONSIDERED TO BE A HAZARDOUS LOGATION.
<br />THIS SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN 60 INGHE5 (1524 MMI); MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SHIMMING POOL OR
<br />FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM.
<br />6. GLAZING WHERE THE BO OM TT EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36 INGHE5 (q14 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT NALKING 5URFAGE OF STAIR -HAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTI ON5:
<br />I. HHERE A RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(S) OF THE GLAZING 54 TO 3b INGHE5 (b64 TO
<br />q65 MM) ABOVE THE NALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF NITHSTANDING A
<br />HORIZONTAL O LOAD
<br />A F 50 POUNDS PER LINEAR FOOT 730 WITHOUT CONTAGTIN N/NI G THE GLA55 AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (3b MM).
<br />2. GLAZING 36 INGHE5 (q14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING 5URFAGE.
<br />7. GLAZING AD -]AGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LE55 THAN
<br />36 INGHE5 M14 MM) ABOVE THE LANDING AND HITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LE55 THAN
<br />180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE GLAZING 15 PROTEGTED BY A GUARD COMPLYING HITH 5EGTION R312 AND THE PLANE OF
<br />THE GLASS 15 MORE THAN lb INGHE5 (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT IS THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRANIN05 BEFORE GON5TRUGTION BEGINS.
<br />DANSGO ENGINEERING, LLC, IS RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY
<br />DISGREPANGY BETWEEN FIELD GONDIIONS, OTHER DE51GN PROFESSIONALS' SHOP DRANING5,
<br />GONTRAGTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION.
<br />ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED WOODS
<br />AS OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUCED FOR
<br />RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN GREATED TO REPLACE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGAL5 THAT
<br />ARE CORROSIVE TO STEEL. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTORS THAT RE515T CORROSION. FOR EXAMPLE, AGO-G,
<br />AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLE55 STEEL FASTENERS. DOT SODIUM
<br />BORATE (SEX) DOES NOT.
<br />HORST GASE DES I O N PRESSURE TABLE
<br />GUILDING DATA
<br />UJIND SPEED 140 MPH (Vasd 105 MPH)
<br />WIND EXPOSURE -- 'C, (FRO R301)
<br />INTERNAL PRE66URE COEFFICIENT= +/- 0.10 ENCLOSED BLDG)
<br />DE51GN WIND PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE 16 ONLY WITHIN 5'-m"
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (A51D PRESSURES)
<br />140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25b PSF / - 21.1 PSF ( INTERIOR) UNLE55 NOTED ON FLOOR PLANS
<br />GARAGE DOORS (A6D PRESSURES)
<br />SINGLE 9x7 + 22.3 PSF / - 253 PSF
<br />DOUBLE 16x7 + 21.4 PSF / - 23.5 P5F
<br />}
<br />5
<br />.
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<br />DAN SCO
<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.danscoengineer ng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL.
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT =±0.18) 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 />OFTHIS DRAWING ONLY.
<br />02018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LEN NAR CORPORATION.
<br />02018 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />_
<br />DATE
<br />DESCRIPTION
<br />12 19 17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION
<br />NO. 1.01 / 06.08.18
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 381319
<br />DATE ISSUED: 10.09.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SIN
<br />
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