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SPEC IFIGATIONS
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 30-14 BUILDING GORE REQUIREMENTS FOR 5TRUGTURAL CONCRETE
<br />I. I. 2. A5GE5/AGI 530-13, TMS 402-I6 8 A5GE6/AGI 530.1-15, TM5 602-16
<br />SPECIFICATIONS FOR MA50NRY STRUCTURE5.
<br />I. 1.5. ASTM G270-12a, G476-10, AND Gq0-14 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. 1. 4. NATIONAL DESIGN 5PEGIFIGATION5 (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GODE (FBG), 6th EDITION (2017)
<br />I. 1. 6. "MANUAL OF STEEL GON5TRUGTION, ALLOHABLE 5TRE55 DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AISG)
<br />"DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRU55E5" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />I. 2 . DESIGN :
<br />I. 2. I. AGI 31,5-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />I. 2. 2. A5GE5/AGI 530-13, TMS 402-16 $ A5GE6/AGI 530.1-13, TM5 602-16
<br />5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5.
<br />I. 2. 3. A5TM G270-12a, G476-10, AND CAO-14 5PEGIFIGATION5 FOR MASONRY 5TRUGTURES
<br />I. 2. 4. NATIONAL DESIGN 5PEGIFIGATION5 (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />1. 2. 5. PLYHOOP DE51ON 5PEGIFIGATIONS (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. 3. SHOP DRAWINGS:
<br />I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRANIN05 NITHOUT HRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 5. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GON5TRUGTION.
<br />ALL ROOF AND FLOOR TRU55 SHOP DRAHIN65 ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INGLUDE : DRANIN05 AND GALGULATIONS, REAGTIONS AND BEARING
<br />POINTS, BRAGING REGUIREMENT5, AND GONNEGTIONS TO SUPPORTING TRUSS MEMBERS.
<br />2. DESI CN LOADS
<br />TH15 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE 6th ED. (2017) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />BUILDING GATEGORY: II
<br />2.1. DEAD LOADS :
<br />ROOF
<br />TILE (TG=15P5F, BG=IOP5F) 25PSF
<br />ASPHALT SHINGLE (TG=7PSF, BC=IOPSF) 17P5F
<br />METAL (TG=IOPSF, BG=IOPSF) 20PSF
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25P5F
<br />CARPET OR HOOD 15PSF
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />20PSF
<br />FLOOR
<br />ONE- AND TWO-FAMILY DHELLING5
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />30P5F
<br />OTHER
<br />40PSF
<br />EXTERIOR DECKS
<br />SAME AS OGGUPANGY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 20OLB
<br />LIVE LOAD REDUGTION5
<br />PER CODE
<br />2. 3, ROOF SNOW LOAD DATA:
<br />GROUND SNON LOAD, Pq = N/A
<br />2. 4. WIND LOADS :
<br />BASIC, HIND SPEED, V (3-5EG. GUST)
<br />140MPH (Va5d=108MPH)
<br />HIND EXPOSURE
<br />C
<br />INTERNAL PRESSURE GOEFFIGIENT
<br />V-0.15
<br />C&G DESIGN PRESSURE
<br />SEE PLAN
<br />HIND BORNE DEBRIS PROTEGTION
<br />5HUTTERAMPACT GLA55
<br />2. 5. SEISMIG DESIGN DATA:
<br />SEISMIC IMPORTANGE FACTOR, le
<br />1.0
<br />SEISMIC, RISK CATEGORY
<br />II
<br />MAPPED SRA, 55, 51
<br />N/A
<br />51TE GLA55
<br />A
<br />DESIGN SRG, 5D5, SDI
<br />WA
<br />SEISMIC, DE515N CATEGORY
<br />WA
<br />BASIC, 5FRS
<br />MASONRY HALLS
<br />DE515N BASE SHEAR, (UNFACTORED)
<br />WA
<br />SEISMIG RESPONSE GOEFFIGIENT, G5
<br />WA
<br />RESPONSE MODIFICATION FAGTOR, R
<br />WA
<br />ANALYSIS PROCEDURE
<br />ELF
<br />2. 6. FLOOD DESIGN DATA:
<br />DATUM NAVD88
<br />FLOOD ZONE "X"
<br />BASE FLOOD ELEVATION: N/A
<br />LOWEST PROPOSED FLOOR ELEVATIONS WA
<br />3. DEFLECTIONS:
<br />LIVE LOAD L/360
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4.1. RE I NFORG I NG STEEL
<br />4.
<br />I. I. REINFORGING STEEL SHALL BE A5TM A615/A615M-Og GRADE 40, f'y = 40 Ksi
<br />4.
<br />1.2. LAP 5PLIGE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15"
<br />4.
<br />I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE CENTERLINE OF
<br />EACH BAR EXGEPT HHERE THE COVER DIMENSION IS 5HONN TO THE FACE OF THE GONGRETE.
<br />4.
<br />1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4.
<br />1.5. REINFORGING MEGHANIGAL COUPLERS 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.
<br />I. 6. DESIGN COVER REQUIREMENT5 :
<br />G-I-P GONGRETE FORMED AGAINST EARTH 3"
<br />G-I-P GONGRETE EXPOSED TO EXTERIOR : 2"
<br />G-I-P GONGRETE NOT EXPOSED V2"
<br />GROUT FILLED MASONRY : 3/4
<br />HELPED HIRE FABRIC, (HHF): A1064/A1064M-16a
<br />4.
<br />I. 5. DETAIL REINFORGEMENT IN AGGORDANGE HITH AGI 315-LATEST EDITION.
<br />4. 2. GONGRETE :
<br />MODULES OF
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />ELASTIGITY
<br />DESIGN (E)
<br />C-I-P GONGRETE (NORMAL WEIGHT)
<br />2,500 Psl
<br />2,850 K51
<br />G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
<br />5,000 Psi
<br />5,122 K51
<br />G-I-P GROUT
<br />1 5,000 P5I
<br />I 3,122 K51
<br />4. 2. 2.
<br />GONGRETE SHALL GONSI5T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLAGEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL GON515T OF PEA ROGK (3/5" MAXIMUM AGGREGATE) GONGRETE MIX
<br />WITH SLUMP BETWEEN &" AND 10" AT TIME OF PLAGEMENT. SEE 5PEGIFIGATION5 FOR
<br />ADDITIONAL GRITERIA.
<br />4. 2. 4.
<br />GON5TRUGTION JOINTS HILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF GONGRETE FORMING, PLAGEMENT AND GURING SHALL BE GONDUGTED IN
<br />AGGORDANGE HITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLAB5 (EXGLUDING EXTERIOR NALKHAY5 $ DRIVEHAY5)
<br />3 1/2" MIN. THIGKNE55 W MIN. REINFORGEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF
<br />GONTRAGTORS DISGRETION.
<br />4. 2. 7.
<br />CONCRETE PLAGEMENT PRAGTIGES SHALL BE IN AGGORDANGE H/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />4.5. GONGRETE MASONRY :
<br />4. 3. I.
<br />FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. 3. 2.
<br />LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM Gq0-14, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4. 5. 3.
<br />ALL GELL5 8 GAVITIE5 BELON GRADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
<br />4. 3. 5.
<br />METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE
<br />GONDUGTED IN AGGORDANGE HITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE S" FOR ALL MASONRY GON5TRUGTION.
<br />4. 3. 7.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GRO55 5EGTION DIMENSION OR ELEVATION
<br />DIMEN51ON 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER 5EGTION R606.3.1.1
<br />4.4. STRUCTURAL LUMBER :
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARING HALLS SPF STUD OR BETTER, fib = 675 PSI, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,40OK51
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE GON5TRUGTED USING SPF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERHISE
<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 PLYNOOD USED FOR INTERIOR APPLICATIONS 5UGH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 4.
<br />IF OSB BOARD IS TO BE USED IN PLAGE OF PLYHOOD 15 TO HAVE SIMILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />GONTAGT HITH 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 DRANIN05 TO THE ENGINEER OF RECORD.
<br />4. 4. 7.
<br />DESIGN, FABRIGATE AND ERECT HOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN
<br />5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-14, BG51 2013
<br />4. 4. 6.
<br />UNTREATED HOOD SHALL NOT BE IN DIREGT GONTAGT HITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT NOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FINISH AND SHALL BE APPLIED IN 5TRIGT
<br />AGGORDANGE HITH THE FRG SECTION Ri0532 AND WITH ASTM Gc126 INGLUDING THE
<br />REFERENGE IN ASTM Gg26 5EGTION b TO 5EGTION X1.4.2 OF THE APPENDIX - 7/8" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (515" - 5/5" - W5") OVER METAL LATH OVER HATER
<br />RE515TIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER-RE515TIVE
<br />VAPOR -PERMEABLE BARRIER HITH A PERFORMANGE AT LEAST EQUIVALENT TO TNO
<br />LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE GONTINUOU5 PLANE AND
<br />SHALL BE ATTAGHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE WITH THE APPLICABLE BUILDING CODE AND MANUFAGTURER'S
<br />SPECIFICATIONS. GURING TIME FOR 3-GOAT STUGGO, EAGH GOAT SHALL BE KEPT IN A MOIST
<br />GONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLIGATION OF THE NEXT GOAT. THE
<br />2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HR5 AFTER APPLIGATION OF THE 15T
<br />GOAT. THE FINISH GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE
<br />APPLIGATION OF THE 2ND GOAT. UNLESS APPLIGATIONS INSTALLED IN AGGORDANGE HITH
<br />A5TM Gc126 INGLUDING THE REFERENGE IN ASTM Cc126 5EGTION 8 TO SEGTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING a FRAMING SHALL COMPLY TO ASTM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R703.7.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRESERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4. 5. 1.
<br />FASTENERS AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, GHANNEL5 : ASTM A36/36M 05 Fy = 36 Ksi
<br />ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi
<br />SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 46K51
<br />HIGH STRENGTH BOLTS : ASTM A325-14
<br />MACHINE BOLTS : GALVANIZED ASTM A307-12
<br />4. 5. 2•
<br />SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = 33K51NITH Gq0
<br />GALVANIZED GOATINO IN AGGORDANGE HITH ASTM A525-g3.
<br />4. 5. 3.
<br />NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER A5
<br />FOLLOH5 : 8d = 0.131 ", IOd = 0.148", 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 REGEIVE AN ANTI -GORROS IVE GOATIN6 BY MANUFAGTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DONN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND 5PEGIFIGATION5.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />HITH THE DE51ON PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. b.
<br />GONGRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR WHILE PLAGINS GROUT.
<br />4. 5. q.
<br />P05T-INSTALLED ANGHOR5 INTO CONCRETE
<br />I. POST -INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE 5PEGIFIED ON THE
<br />GON5TRUGTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO
<br />ENGINEERING, LEG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLAGE OF
<br />MISSING OR MI5PLAGED CAST-IN-PLAGE ANGHOR5.
<br />2. CARE SHALL BE TAKEN IN PLAGINS POST -INSTALLED ANCHORS TO AVOID GONFLIGT5
<br />HITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFAGTURER'S
<br />PRINTED IN5TRUGTION5 (MPII).
<br />4. SUBSTITUTION REQUESTS FOR PRODUGT5 OTHER THAN TH05E 5PEGIFIED BELOH SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH GALGULATION5 THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT IS CAPABLE OF AGHIEVINO
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUGT USING THE
<br />APPROPRIATE DE51ON PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING GORE.
<br />5. PROVIDE PERIODIC, 5PEGIAL IN5PEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'S FLORIDA PRODUGT APPROVAL.
<br />6. GONTAGT MANUFAGTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHORS AND FOR PRODUGT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON 5TRONG-TIE AT (800) qqq-50gg. GALL HILTI AT (866) 445-8827.
<br />7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />355.2 AND IGG-ES AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE:
<br />A) SGREH: SIMP50N STRONG -TIE "TITEN-HD" OR HILTI "KNIK HU5-EZ"
<br />B) EXPAN51ON: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KNIK BOLT TZ"
<br />8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />355.4 AND IGG-E5 AG305 FOR GRAGKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 30-14 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 110°F (AGI 315 DA.2.0. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INGLUDE:
<br />A) EPDXY: SIMP50N STRONG -TIE "5ET-XP" OR HILTI "HIT -RE 500-517"
<br />B) FAST GURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST -INSTALLED ANGHOR5 INTO MA50NRY
<br />I. MEGHANIGAL ANCHORS INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AG10(q.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE:
<br />A) SGREH: 51MP50N STRONG -TIE "TITEN-HD" OR HILTI "KNIK HU5-EZ"
<br />B) EXPANSION: SIMP50N STRONG -TIE "5TRON5-BOLT 2", "HEDGE -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 HITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INGLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE "SET-XP"
<br />B) FAST CURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70"
<br />3. ADHESIVE ANGHOR5 INSTALLED IN HOLLOW CONCRETE MASONRY $ UNREINFORGED CLAY
<br />BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG58 OR AC60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE:
<br />A) 51MP50N 5TRONG-TIE "SET" OR HILTI "HIT-HY 70"
<br />4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS
<br />INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED CLAY BRIGK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFAGTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4. 6. I.
<br />MIGRO-LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Fb = 2,g50 P51
<br />Ft = 1,850 PSI
<br />Fr_ = 500 PSI (PERPENDIGULAR)
<br />Fr_ = 2,700 (PARALLEL)
<br />4.1. STEEL:
<br />Fv = 255 PSI
<br />4. 7. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4. 7. 2•
<br />FABRIGATE AND EREGT ALL 5TRUGTURAL STEEL IN AGGORDANGE WITH A.I.S.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRIGATION, AND EREGTION OF 5TRUGTURAL
<br />STEEL FOR BUILDINGS"
<br />4. 7. 3.
<br />5TRUGTURAL STEEL: A5TM A36/36M 085.
<br />4.1. 4.
<br />STEEL TUBING: A5TM A500-10, GRADE B.
<br />4. T 5.
<br />HELPED GONNEGTION5: E70XX ELECTRODES, MINIMUM 5IZE FILLET HELPS 3/16", AHS
<br />GERTIFIED HELDER5. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.1. 6.
<br />NHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE NEB STIFFENER
<br />PLATES ON EAGH 51DE OF THE WEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE
<br />THIGKNE55, LOCATED AT THE GENTER LINE OF THE TUBE COLUMN.
<br />THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTION5 OR
<br />ELEMENTS ARE IN PLAGE.
<br />4. 8. SOIL:
<br />4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 P5F 501L BEARING PRESSURE.
<br />GONTRAGTOR/OHNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE,
<br />4. 8. 2. ALL SOIL 15 TO BE GLEAN 8 POISONED FOR TERMITES PER FBG 6TH EDITION (2017)
<br />RESIDENTIAL 5EGTION5 R30.1, R50.2, R318.3, 6 R30.7
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• 501L GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT DOGUMENTATION, HHIG
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTEGTION SYSTEM
<br />OR METHOD.
<br />-IF CHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A PERMANENT SIGN NHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-INSPEGTION AND TREATMENT GONTRAGT RENEHAL SHALL BE
<br />PROVIDED. THE 51ON SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL"
<br />2. GONDEN5ATE AND ROOF DOHN5POUT5 SHALL 015GHARSE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING 51DE HALLS.
<br />3. IRRIGATION/5PRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE HALL.
<br />4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPEGTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETWEEN EXTERIOR WALL GOVERINNS AND FINAL EARTH ORAC7E ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INGHES (152 MM)
<br />EXGEPTI ON5:
<br />I. PAINT OR DEGORATIVE GEMENTITIOU5 FIN15H LE55 THAN g INGH (17.1 MM) THICK
<br />ADHERED DIREGTLY TO THE MA50NRY H FOUNDATION 51DENALL.
<br />2. AGGE55 OR VEHIGLE RAMPS WHIGH RISE TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE WIDTH OF 5UGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPEGTION SPACE ABOVE PATIO AND GARAGE 5LA65 AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY
<br />MATGH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY
<br />GONSTRUGTION ONLY.
<br />5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE HITH SECTION R30.4.
<br />5. R50.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />GHEMIGAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLING, AND GOMPAGTION 15 COMPLETE.
<br />6. R30.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED HITH
<br />A GHEMIGAL SOIL TREATMENT INCLUDING SPAGE5 BOXED OR FORMED.
<br />T R30.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN
<br />GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY U51NO
<br />PLASTIC, OR METAL PERMANENTLY PLAGED FORMS OF SUFFIGIENT DEPTH TO ELIMINATE
<br />ANY PLANNED SOIL DI5TURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT.
<br />8. R315.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED SOIL SHALL BE PROTEGTED HITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGURS BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY HORK, INCLUDING
<br />PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUGH MANNER AS TO AVOID
<br />PENETRATING OR DISTURBING TREATED SOIL.
<br />q. R318.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GONGRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL 501L TREATMENT, TO
<br />ENHANGE VERTICAL PENETRATION OF THE GHEMIGALS.
<br />10. R30.1.6 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL
<br />501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE
<br />HITH I FOOT (505 MM) OF THE PRIMARY 5TRUGTURE 51DEHALLS. ALSO, A VERTICAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED,
<br />INGLUDING INITIAL LANDSGAPING AND IRRIGATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />II. R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION 1`230 1.1, THROUGH 5EGTION
<br />R30.1.6 DO NOT APPLY; HOHEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION,
<br />MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE I55UE 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 PE5TIGIDE 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, SEGTION5 R30.1.1
<br />THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5
<br />SHALL BE AS REQUIRED BY LABEL DIREGTIONS FOR USE, AND MUST BE GOMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />13. R315.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDE5, INGLUDING SOIL APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PESTIGIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTEGTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEN GON5TRUGTION. SEE SEGTION 202,
<br />REGISTERED TERMITIGIDE. UPON GOMPLETION OF THE APPLIGATION OF THE TERMITE
<br />PROTEGTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL BE 155UED TO THE
<br />BUILDING DEPARTMENT BY THE LIGEN5ED PEST GONTROL GOMPANY THAT GONTAIN5 THE
<br />FOLLOWIN5 STATEMENT: "THE BUILDIN5 HAS REGEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH
<br />RULES AND LAHS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND
<br />GON5UMER 5ERVIGE5."
<br />14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIALS. IF
<br />SOIL 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 SEALED HITHIN THE
<br />SLAB U51N6 A NON-GORROSIVE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 51PAGE
<br />BETNEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE
<br />SLEEVE.
<br />15. R50.3 GLEANING. GELL5 AND GAVITIE5 IN MASONRY UNITS AND AIR GAPS BETNEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE STRUGTURE SHALL BE GLEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER
<br />GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT.
<br />EXCEPTION: INOR6ANIG MATERIAL MANUFAGTURER FOR GLO5ING GELL5 IN FOUNDATION
<br />GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN GONGI ETE
<br />MA50NRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />4. B .5. SOIL 15 TO BE GOMPAGTED TO q5% MODIFIED PROGTOR AS DEFINED BY ASTM D 1557-12el
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR
<br />SENTRIGON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDIGTION "LIQUID 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 />REOU I RED SAFETY C LAZ I NG IN HAZARDOUS LOGAT IONS
<br />SAFETY GLAZING (RE: FRG R308.4)
<br />R305.4 HAZARDOUS LOGATION5. THE FOLLOWING SHALL BE GON5IDERED SPEGIFIG HAZARDOUS LOGATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLP DOORS.
<br />EXGEPTI ONS:
<br />I. GLAZED OPENINGS OF A 5IZE THROUGH WHIGH A 3-INGH DIAMETER Orb mm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DEGORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE GON51DERED TO
<br />BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INGHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING
<br />GONDITI ON5:
<br />I. WHERE THE GLAZING IS WITHIN 24 INGHES ((910 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A GLOSED POSITION.
<br />2. WHERE THE GLAZING 15 ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />POSITION AND HITHIN 24 INGHES (6I0 MM) OF THE HINGE SIDE OF AN IN-51^1INSINS DOOR.
<br />EXGEPTI ON5:
<br />I. DEGORATIVE GLAZING.
<br />2. HHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETNEEN THE DOOR AND THE
<br />GLAZING.
<br />3. HHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (c114 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THIS APPLICATION SHALL GOMPLY HITH 5EGTION R308.4.3.
<br />4. GLAZING THAT 15 ADJAGENT TO THE FIXED PANEL OF PATIO DOORS
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOH THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET (0.536m2); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN IS INGHES (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHES (q14 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE HALKING 5URFAGE ARE HITHIN 36 INGHES (q14 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXGEPTI ONS:
<br />I. DEGORATIVE GLAZING.
<br />2. WHEN A HORIZONTAL RAIL IS INSTALLED ON THE AGGESSIBLE SIDE(5) OF
<br />THE GLAZING 34 TO 3& INGHES (546 TO q65) ABOVE THE HALKING
<br />5URFAGE. THE RAIL SHALL BE CAPABLE OF NITHSTANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) NITHOUT GONTAGTING
<br />THE GLASS AND BE A MINIMUM OF 1 1/2" INGHES (55 mm) IN GROSS 5EGTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING OLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE 6LAS5 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, HALKING
<br />5URFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAD) OR HORIZONTAL) SURFACE
<br />ADJAGENT TO THE OLA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A HALKING 5URFAGE. INGLUDED ARE
<br />5TRUGTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGLO5URE5 OR FENGE5 CONTAINING OR FAGING HOT TUBS, SPAS, WHIRLPOOLS,
<br />SAUNAS, STEAM ROOMS, BATHTU55, 5HOHER5 AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE
<br />BOTTOM EXP05ED EDGE OF THE GLAZING IS LE55 THAN 60 INGHES (1524 MM) MEASURED VERTICALLY
<br />ABOVE ANY STANDING OR HALKING 5URFAGE SHALL BE CONSIDERED TO BE A HAZARDOUS LOGATION.
<br />THIS SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT IS MORE THAN 60 INGHES (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />(q. GLAZING WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 36 INGHES N14 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT HALKING 5URFAGE OF 5TAIRHAY5, LANDINGS BETNEEN FLIGHTS OF 5TAIR5
<br />AND RAMPS SHALL BE GON5IDERED TO BE A HAZARDOUS LOGATION.
<br />EXGEPTI ONS:
<br />I. HHERE A RAIL IS INSTALLED ON THE AGGESSIBLE 51DE(5) OF THE GLAZING 34 TO 3B INGHES (864 TO
<br />q65 MM) ABOVE THE WALKING 5URFAGE. THE RAIL SHALL BE GAPABLE OF HITH5TANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT GONTAGTIN5 THE GLA55 AND
<br />HAVE A GRO55-5ECTIONAL HEIGHT OF NOT LESS THAN 1 1/2 INGHES (38 MM).
<br />2. GLAZING 36 INGHES NA MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKINS SURFACE.
<br />7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE SLAZIN6 IS LESS THAN
<br />36 INGHES 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 IS PROTEGTED BY A GUARD COMPLYING HITH 5EGTION R512 AND THE PLANE OF
<br />THE GLA55 15 MORE THAN 0 INGHES (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL PRANIN65 BEFORE GON5TRUCTION BEGINS.
<br />DAN5GO ENGINEERING, LLC, 15 RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />D15GREPANGY BETWEEN FIELD GONDITION5, OTHER DE510N PROFE5510NAL5' SHOP DRAHIN65,
<br />GONTRAGTOR5' 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 PRODUGED FOR
<br />RESIDENTIAL OR GENERAL CONSUMER USE SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGALS THAT
<br />ARE GORRO51VE TO STEEL. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTOR5 THAT RESIST GORROSION. FOR EXAMPLE, AGO-G,
<br />AGO-0, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (SBX) DOES NOT.
<br />NORST GASE DES I ON PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />DESIGN WIND PRESSURE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE IS ONLY WITHIN 5'-O'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (ASD PRESSURES)
<br />140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS
<br />GARAGE DOORS (ASD PRESSURES)
<br />SINGLE 130 + 223 PSF / - 253 PSF
<br />DOUBLE 16x-I + 21.4 PSF / - 23.8 PSF
<br />':: �'ziai:.r.F�.:s,:.�a^?ow.tiYS..,%•
<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.donscoengineering.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 = 30.18) 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 DRAWINGONLY.
<br />©M19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER W1rHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 -THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CUENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERS19,�0 40. 1,.03 /.02 1,1.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390443
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SN
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