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SPEGIFIGATIONS
<br />I. I. GONSTRUGTION
<br />I. I. 1. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />1. 1.2. A5CE5/AGI 550-15, TM5 402-16 & ASGE6/AGI 550.1-15, TMS 602-I6
<br />5PEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />1. 1.5. ASTM G270-12a, G416-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DESIGN SPEGIFIGATIONS (ND5) FOR HOOD GONSTRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. 1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2017)
<br />I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (A15G)
<br />I. I. 7. "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />1.2. DESION :
<br />1.2. 1. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />I. 2. 2. A5GE5/AGI 530-13, TM5 402-16 4 A5GE6/AGI 530.1-13, TMS 602-I6
<br />SPEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />I. 2. 3. A5TM G270-12a, G476-10, AND GGO-14 SPEGIFIGATION5 FOR MASONRY STRUGTURE5
<br />I. 2. 4. NATIONAL DESIGN SPEGIFIGATIONS (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DESIGN 5PEGIFIGATION5 (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. 3. SHOP DRAWINOS :
<br />I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GON5TRUGTION.
<br />I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAHIN65 ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INGLUDE : DRAWINGS AND GALGULATION5, REACTIONS AND BEARING
<br />POINTS, BRAGING REQUIREMENTS, AND GONNEGTION5 TO SUPPORTING TRU55 MEMBERS.
<br />2. DESION LOADS
<br />THIS STRUCTURE HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th ED. (2017) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />BUILDING CATEGORY: II
<br />2. I. DEAD LOADS
<br />ROOF
<br />TILE (TC=15P5F, BG=IOPSF) 25PSF
<br />ASPHALT SHINGLE (TG=7P5F, BG=IOP5F) 17PSF
<br />METAL (TG=IOPSF, BG=IOPSF) 2OP5F
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25PSF
<br />GARPET OR WOOD 15P5F
<br />2. 2. L I VE LOADS
<br />ROOF 20PSF
<br />FLOOR
<br />ONE- AND TNO-FAMILY DWELLINGS
<br />UNINHABITABLE ATTIC, NO STORAGE IOP5F
<br />UNINHABITABLE ATTIC, LIMITED STORAGE 20PSF
<br />HABITABLE ATTICS, SLEEPING AREAS 30PSF
<br />OTHER 40P5F
<br />EXTERIOR DEGK5 SAME AS OGGUPANGY SERVED
<br />RAILING - NONGONGURRENT 50PLF OR 20OLB
<br />LIVE LOAD REDUCTIONS PER CODE
<br />2. 3. ROOF SNOW LOAD DATA:
<br />GROUND SNON LOAD, Pg = N/A
<br />2. 4. WIND LOADS :
<br />BASIG HIND SPEED, V (3-SEC GUST)
<br />140MPH (Vasd=108MPH)
<br />HIND EXPOSURE
<br />G
<br />INTERNAL PRE55URE GOEFFIGIENT
<br />+/-0.16
<br />G8G DE51ON PRESSURE
<br />SEE PLAN
<br />HIND BORNE DEBRIS PROTEGTION
<br />SHUTTER/IMPAGT GLA55
<br />2. 5. SEISMIC, DESION DATA:
<br />SEISMIC, IMPORTANCE FACTOR, 1,
<br />1.0
<br />SEISMIC, RISK CATEGORY
<br />11
<br />MAPPED SRA, 55, 51
<br />N/A
<br />SITE GLASS
<br />A
<br />DESIGN SRG, SDS, SDI
<br />N/A
<br />SEISMIC, DE516N GATEGORY
<br />N/A
<br />BASIC, 5FR5
<br />MASONRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC, RESPONSE GOEFFIGIENT, GS
<br />N/A
<br />RESPONSE MODIFIGATION FACTOR, R
<br />N/A
<br />ANALY515 PROGEDURE
<br />ELF
<br />2. b. FLOOD DESION DATA:
<br />DATUM NAVDbB
<br />FLOOD ZONE "X"
<br />BASE FLOOD ELEVATION: N/A
<br />LONE5T PROP05ED FLOOR ELEVATIONS N/A
<br />3. DEFLEGTIONS
<br />LIVE LOAD 1-/360
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4. 1. RE I NFORG I NO STEEL
<br />4.
<br />I. I. REINFORGING STEEL SHALL BE ASTM A615/A615M-011 GRADE 40, f'y = 40 K5i
<br />4.
<br />1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15"
<br />4.
<br />1.5. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF
<br />EACH BAR EXCEPT WHERE THE GOVER DIMENSION 15 SHOWN 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 />1.6. DESIGN COVER REQUIREMENTS :
<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 />4.
<br />I. 7. NELDED HIRE FABRIC, (NHF): A1064/A1064M-160
<br />4.
<br />I. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 515-LATEST EDITION.
<br />4. 2
<br />4.3
<br />4.5
<br />GONCRETE :
<br />4. 2. I.
<br />MODULES OF
<br />GONGRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />ELA5TIGITY
<br />DESIGN (E)
<br />G-I-P GONGRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,850 K5i
<br />G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
<br />5,000 Psi
<br />3,122 K5i
<br />G-I-P GROUT
<br />3,000 Pal
<br />5,122 K5i
<br />4. 2. 2. GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPEGIFIGATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) GONGRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPEGIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4. GONSTRUGTION JOINTS WILL BE PERMITTED
<br />4. 2. 5. METHOD OF GONGRETE FORMING, PLAGEMENT AND GURING SHALL BE GONDUGTED IN
<br />AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 2. 6. EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR NALKHAY5 a DRIVEWAYS)
<br />3 1/2" MIN. THIGKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 NNF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HNF
<br />GONTRAGTORS DI5GRETION.
<br />4. 2.7. GONGRETE PLAGEMENT PRAGTIGES SHALL BE IN AGGORDANGE H/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />CONCRETE MASONRY :
<br />4. 3. I. FILLED GELLS H/ (1) #5 BAR SHALL BE LOGATED PER PLAN.
<br />4. 3. 2. LOAD BEARING GONGRETE MASONRY BLOCK SHALL BE A5TM CGO-14, TYPE II
<br />NON -MOISTURE GONTROLLED.
<br />4. 3. 3. ALL CELLS 4 GAVITIES BELOW GRADE HILL BE FILLED Al GONGRETE IN ALL STEM HALLS
<br />4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
<br />4. 5. 5. METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE
<br />GONDUGTED IN AGGORDANGE WITH THE SPEGIFIGATION5 AS STATED.
<br />4. 3. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GONSTRUGTION.
<br />4. 3. 7. MASONRY ROUGH OPENING MAY VARY IN THE GRO55 SEGTION DIMENSION OR ELEVATION
<br />DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SEGTION R606.3.1.1
<br />STRUCTURAL LUMBER :
<br />4. 4. 1.1. INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 675 PSI, E = 1200 Ksl
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,40OKS1
<br />4. 4. 1.2. ALL FRAME HALLS TO BE GONSTRUGTED USING 5PF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE
<br />4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLIGATIONS SUGH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 4. IF OSB BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4. 4. 5. ONLY 5TRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />GONTAGT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6. WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />4. 4. 7. DESIGN, FABRICATE AND EREGT HOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN
<br />SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />AN51/TPI 1-14, BG51 2015
<br />4. 4. 8. UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT WITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS NITHOUT WOODEN TOP PLATES.
<br />4. 4. g. ALL EXTERIOR FRAME HALLS SHALL BE STUGGO FINISH AND SHALL BE APPLIED IN STRIGT
<br />AGGORDANGE HITH THE FRG SECTION R703.7.2 AND HITH A5TM Gg26 INCLUDING THE
<br />REFERENCE IN ASTM Gg26 SECTION 8 TO SEGTION XI.4.2 OF THE APPENDIX - 7/8" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (3/8" - 3/8" - 1/8") OVER METAL LATH OVER HATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A HATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO THO
<br />LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY SUGH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND
<br />SHALL BE ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE HITH THE APPLIGABLE BUILDING CODE AND MANUFACTURER'5
<br />5PEGIFIGATIONS. GURING TIME FOR 3-GOAT STUGGO, EACH GOAT SHALL BE KEPT IN A MOIST
<br />CONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
<br />2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HR5 AFTER APPLICATION 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 WITH
<br />ASTM Gg26 INCLUDING THE REFERENGE IN A5TM Gg26 SEGTION 8 TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10. INSTALLATION OF EXTERIOR LATHING 6 FRAMING SHALL GOMPLY TO ASTM C 1065
<br />PER FLORIDA RESIDENTIAL CODE R703.7.1
<br />4.4. 11. FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRESERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH AHPA M 4
<br />FASTENERS AND TIE DOWNS :
<br />4.5. I. FASTENERS AND TIE DONNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, GHANNELS : ASTM A36/36M 08 Fy = 36 K5i
<br />ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 K51
<br />SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 461<5i
<br />HIGH STRENGTH BOLTS : ASTM A325-14
<br />MACHINE BOLTS : GALVANIZED ASTM A307-12
<br />4. 5. 2. SHEET METAL AGGESSORIES SHALL CONFORM TO : Fy = 33K5iHITH GGO
<br />GALVANIZED GOATING IN AGGORDANGE WITH ASTM A525-g3.
<br />4. 5. 3. NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLOWS : 8d = 0.131 ", IOd = 0.148", 12d = 0.148", I bd = 0.162"
<br />4. 5. 4. ALL FASTENERS AND TIE DOHNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-GORR051VE GOATING BY MANUFAGTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6. ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND SPEC, IFIGATI ONS.
<br />4. 5. 7. GONGRETE 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 />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. 8. GONGRETE EMBEDDED TIE DONNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLAGING GROUT.
<br />4. 5. g. POST -INSTALLED ANGHORS INTO CONCRETE
<br />I. POST -INSTALLED ANGHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE
<br />GONSTRUGTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF
<br />MISSING OR MISPLAGED GA5T-IN-PLACE ANGHOR5.
<br />2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANCHORS TO AVOID GONFLIGT5
<br />HITH EXISTING REBAR.
<br />5. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S
<br />PRINTED INSTRUGTIONS (MPII).
<br />4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN TH05E 5PEGIFIED BELCH SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH GALGULATIONS THAT ARE
<br />PREPARED ff SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT 15 GAPABLE OF AGHIEVIN5
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUGT U51NO THE
<br />APPROPRIATE DE51ON PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC, 5PEGIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHORS 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) qqg-5Ogq. GALL HILTI AT (866) 445-8827.
<br />7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />555.2 AND IGG-ES AGM5 FOR GRAGKED AND UNGRAGKED CONCRETE REG05NITION.
<br />PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE:
<br />A) SGREN: SIMP50N STRONG -TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ"
<br />B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ"
<br />8. ADHESIVE ANGHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />555.4 AND IGG-ES AG308 FOR GfRAGKED AND UNGRAGKED CONCRETE REGOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 318-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION.
<br />ADHESIVES SHALL HAVE MAX. IN-SERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND
<br />MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 50 DA.2.10. PRE -APPROVED
<br />ADHESIVE ANGHORS INGLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-SD"
<br />B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10. POST -INSTALLED ANCHORS INTO MASONRY
<br />I. MEGHANIGAL ANGHORS INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-ES AGOI OR AG106.
<br />PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE:
<br />A) SGREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ"
<br />B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 211, "WEDGE -ALL" OR HILTI
<br />"KHIK BOLT 3"
<br />2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INGLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE "SET-XP"
<br />B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70"
<br />3. ADHESIVE ANGHOR5 INSTALLED IN HOLLON CONCRETE MASONRY d UNREINFORGED GLAY
<br />BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG58 OR AG(90, RESPEGTIVELY. PRE -APPROVED ADHESIVE ANGHORS INGLUDE:
<br />A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY 70"
<br />4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHORS
<br />INSTALLED IN HOLLOW GONGRETE MASONRY OR UNREINFORGED CLAY BRICK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFAGTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4. 6. 1. MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,g5O P51
<br />Ft = 1,850 PSI
<br />Fr_ = 500 PSI (PERPENDIGULAR)
<br />Fc = 2,700 (PARALLEL)
<br />4.7. STEEL: Fv = 285 P51
<br />4.1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL EREGT-OR.
<br />4.1 2. FABRICATE AND EREGT ALL STRUCTURAL STEEL IN AGGORDANGE WITH A.I.S.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRIGATION, AND EREGTION OF STRUCTURAL
<br />STEEL FOR BUILDIN05".
<br />4.1. 3. STRUG I_URAL STEEL: A5TM A36/36M 08.
<br />4. -t. 4. STEEL TUF3ING: A5TM A500-10, GRADE B.
<br />4. -I. 5. WELDED GONNEGTIONS: E70XX ELECTRODES, MINIMUM 51ZE FILLET WELDS 5/16", AH5
<br />GERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EAGH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THIGKNE55, LOCATED AT THE GENTER LINE OF THE TUBE GOLUMN.
<br />4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNEGTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 0. SOIL:
<br />4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRESSURE.
<br />GONTRAGTOR/ONNER SHALL VERIFY 501L BEARING PRE55URE OF THE PROPOSED SITE.
<br />4. 8. 2. ALL 501L 15 TO BE GLEAN $ POISONED FOR TERMITES PER FBG 6TH EDITION (2017)
<br />RESIDENTIAL SECTIONS R318.1, R318.2, R318.3, ff R318.7
<br />TERMITE PROTEGTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• 501L GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT DOGUMENTATION, NHIG
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTEGTION SYSTEM
<br />OR METHOD.
<br />IF GHEMIGAL SOIL TERMITE TREATMENT IS USED
<br />I. FBG 105.11- "A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-IN5PEGTION AND TREATMENT GONTRAGT RENEWAL SHALL BE
<br />PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELEGTRIG PANEL"
<br />2. GONDENSATE AND ROOF DOHNSPOUTS SHALL DISGHARGE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING SIDE HALLS.
<br />3. IRRIGATION/5PRINKLER SYSTEMS INCLUDING ALL R15ER5 AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN I'-0" OF THE BUILDING 51DE WALL.
<br />4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETWEEN EXTERIOR WALL GOVERINNS AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING WALL NOT BE LESS THAN 6 INGHES (152 MM)
<br />EXGEPTION5:
<br />I. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN 9 INGH (17.1 MM) THICK
<br />ADHERED DIREG"FLY TO THE MASONRY FOUNDATION SIDEHALL.
<br />2. AGGESS OR VEHICLE RAMPS WHIGH RISE TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPEGTION 5PAGE 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 />GONSTRUGTION ONLY.
<br />5. MASONRY VENEERS GONSTRUGTED IN AGGORDANGE WITH 5EGTION R316.4.
<br />5. R.318.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />GHEMIGAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXGAVATION, BAGKFILLING AND GOMPAGTION 15 GOMPLETE.
<br />6. R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED WITH
<br />A GHEMIGAL SOIL TREATMENT INCLUDING SPAGES BOXED OR FORMED.
<br />7. R318.1.3 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE 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 USING
<br />PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF SUFFIGIENT DEPTH TO ELIMINATE
<br />ANY PLANNED SOIL DISTURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT.
<br />6. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR
<br />RETARDER. TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OGGURS BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY NORK, 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 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GONGRETE- OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER. SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, TO
<br />ENHANGE VERTICAL PENETRATION OF THE GHEMIGAL5.
<br />10. R318.I.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 />WITH 1 FOOT (505 MM) OF THE PRIMARY 5TRUGTURE SIDENALL5. ALSO, A VERTICAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GONSTRUGTION 15 GOMPLETED,
<br />INGLIIDING INITIAL LANDSCAPING AND IRRI6ATION/5PRINKLER INSTALLATION. ANY SOIL
<br />DISTURBED AFTER THE GHEMIGAL VERTIGAL 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, SECTION R318.I.I, THROUGH 5EGTION
<br />R318.1.6 DO NOT APPLY; HONEVER, 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 OCGUPANGT` SHALL BE PROVIDED TO THE
<br />BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE
<br />INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />IF THE BAITING SYSTEM DIREGTIONS FOR U5 REQUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE GOMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12. R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTIONS R316.1.1
<br />THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDES
<br />SHALL_ BE AS REQUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE GOMPLETED
<br />PRIOR TO FINAL_ BUILDING APPROVAL.
<br />15. F-318J TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDES, INCLUDING SOIL APPLIED PESTIGIDES, BAITING SYSTEMS, AND PE5TIGIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEH GONSTRUGTION. SEE SEGTION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A CERTIFIGATE OF GOMPLIANGE SHALL BE 155UED TO THE
<br />BUILDING DEPARTMENT BY THE LIGENSED PEST CONTROL COMPANY THAT GONTAIN5 THE
<br />FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH
<br />RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND
<br />CONSUMER SERVIGE5."
<br />14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULOSE-GONTAININ6 MATERIALS. IF
<br />SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM NALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED HITHIN THE
<br />SLAB USING A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. R318.3 GLEANING. GELLS AND GAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL BE GLEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER
<br />GELLUL05E-GONTAININ6 MATERIAL PRIOR TO GONGRETE PLAGEMENT.
<br />EXGEPTION: INOROANIG MATERIAL MANUFAGTURER FOR GLO5ING GELLS IN FOUNDATION
<br />CONCRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLACED IN GONGRETE
<br />MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4. b .3. SOIL 15 TO BE GOMPAGTED TO q5% MODIFIED PROGTOR AS DEFINED BY ASTM D 1557-I2el
<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 JURISDICTION "LIQUID BORATE OR
<br />BOR-A-GOR" PRODUCT OR 5EI TRI SON SYSTEM,
<br />- C T , METHODS MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REG2U I RED SAFETY OLAZ I NC IN HAZARDOUS LOGATI ONS
<br />SAFETY GLAZING (RE: FRG R308.4)
<br />R308.4 HAZARDOUS LOGATION5. THE FOLLOWING SHALL BE GONSIDERED SPEGIFIG HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5HINGING, SLIDING AND BIFOLD DOORS.
<br />EXGEPTI ON5:
<br />I. GLAZED OPENINGS OF A 51ZE THROUGH NHIGH A 3-INGH DIAMETER (76 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 CONSIDERED TO
<br />BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60
<br />INGHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING
<br />CONDITIONS:
<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 GL05ED POSITION.
<br />2. HHERE THE GLAZING IS ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A GL05ED
<br />POSITION AND HITHIN 24 INGHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR.
<br />EXGEPTI ON5:
<br />I. DEGORATIVE GLAZING.
<br />2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE
<br />GLAZING.
<br />3. HHERE AGGE55 THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (q14 MM) OR LESS IN
<br />DEPTH. GLAZING IN THI5 APPLICATION SHALL COMPLY HITH SEGTION 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 HINDON THAT MEETS ALL OF THE FOLLOWING
<br />GONDITION5:
<br />I. THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (0.836m'); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INGHES (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHES (qI4 mm) ABOVE THE i=LOOR; AND
<br />4. ONE OR MORE WALKING SURFACE ARE HITHIN 36 INGHES (qI4 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXGEPTI ONS:
<br />I. DEGORATIVE GLAZING.
<br />2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGES5IBLE SIDE(5) OF
<br />THE GLAZING 34 TO 38 INGHES (846 TO q65) ABOVE THE WALKING
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) HITHOUT GONTAGTING
<br />THE OLA55 AND BE A MINIMUM OF 1 1/2" INGHES (38 mm) IN CROSS SECTIONAL HEIGHT.
<br />3. OUTBOARD PANE5 IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE OLA55 IS 25 FEET 0620 mm) OR MORE ABOVE GRADE, A ROOF, WALKING
<br />SURFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (OA7 RAD) OR HORIZONTAL) 5URFAGE
<br />ADJAGENT TO THE OLA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INCLUDED ARE
<br />STRUGTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGLO5U1RE5 OR FENGES GONTAINING OR FAGING HOT TUBS, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE
<br />BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INGHES (1524 MM) MEASURED VERTIGALLY
<br />ABOVE ANY STANDING OR NALKING SURFAGE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />THI5 SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING.
<br />EXGEPTION: GLAZING THAT 15 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 SHIMMING POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 36 INGHES (qI4 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF 5TAIRHAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE GON51PERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTI ON5:
<br />I. HHERE A RAIL 15 INSTALLED ON THE AGGESSIBLE SIDE(5) OF THE GLAZING 34 TO 38 INGHES (864 TO
<br />q(95 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT GONTAGTING THE GLASS AND
<br />HAVE A GRO55-SECTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHES (38 MM).
<br />2. GLAZING 36 INGHES (qI4 MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKING 5URFAGE.
<br />7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING IS LESS THAN
<br />36 INGHE5 (qI4 MM) ABOVE THE LANDING AND HITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN
<br />150 DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON51DEFZED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTION: THE GLAZING 15 PROTEGTED BY A GUARD COMPLYING HITH SEGTION R512 AND THE PLANE OF
<br />THE GLASS 15 MORE THAN 18 INGHES (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAHIN65 BEFORE GONSTRUGTION BEGINS.
<br />DANSGO ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />DI5GREPANGY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFES510NAL5' SHOP DRAWINC55,
<br />GONTRAGTORS' BUILDING METHODS, AND THESE 51ONED AND SEALED DRAHIN05 MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GONSTRUGTION.
<br />ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED HOODS
<br />AS OF DEGEMBER 315T, 2005, 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 GREATER TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED HOODS USE GHEMIGAL5 THAT
<br />ARE GORROSIVE TO STEEL. IT IS THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNEGTOR5 THAT RESIST GORRO510N. FOR EXAMPLE, AGO-G,
<br />AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (5BX) DOES NOT.
<br />HORST GASE DESIGN PRESSURE TABLE
<br />BUILDING D,4TA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRG R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />DESIGN WIND PRESSURE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br /># END ZONE IS ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (ASD PRESSURES)
<br />140 MPH + 25.6 PSF / - 34.3 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 9xl + 22.3 PSF / - 25.3 PSF
<br />DOUBLE 16x1 + 21.4 PSF / - 23.6 PSF
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoenginee6ng.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 />OF THIS DRAWING ONLY.
<br />©2020 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2020 - 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 />DATE DESCRIPTION
<br />01.09.19 1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19 1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />10.09.19 1.04 UPDATE BAR LAP SPLICE
<br />DET. A/S3 & J/S6
<br />VERSION NO. 1.04 / 10.09.19
<br />V
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<br />SHEET TITLE:
<br />STRUCTURAL
<br />NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390743
<br />DATE ISSUED: 05.14.20
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SN
<br />
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