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SPEC I E I GAT I ONS
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 50-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />A5CE5/AGI 550-13, TM5 402-16 $ A5GE6/AGI 530.1-15, TMS 602-I69
<br />5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5.
<br />I. 1.3. A5TM G270-12a, G416-10, AND GqO-14 SPECIFIGATION5 FOR MASONRY STRUCTURES
<br />I. 1. 4. NATIONAL DE51ON SPEC, IFIGATION5 (NIPS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. I. 5. FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
<br />I. I. b. "MANUAL OF STEEL GON5TRUGTION, ALLOHABLE STRESS DESIGN", BY THE AMERIGAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AI5G)
<br />I. I. 7. "DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRU55E5" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DESION :
<br />I. 2. I. AGI 3lb-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />I. 2. 2. A5CE5/AGI 530-15, TM5 402-I6 & ASGE6/AGI 530.1-15, TM5 602-I6
<br />5PEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />I. 2. 3. A5TM G270-120, G416-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY 5TRUCTURES
<br />I. 2. 4. NATIONAL DE51ON 5PEGIFIGATION5 (NIPS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DE51ON 5PEGIFIGATIONS (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
<br />1.5. SHOP DRAWINOS :
<br />I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRANINGS HITHOUT NRITTEN APPROVAL FROM
<br />THE ENGINEER OF REGORD.
<br />1. 3. 2. ALL SHOP DRAHINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GONSTRUGTION.
<br />ALL ROOF AND FLOOR TRU55 SHOP PRANIN65 ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INGLUDE : DRAHING5 AND GALGULATION5, REAGTIONS AND BEARING
<br />POINTS, BRAGING REQUIREMENT5, AND GONNEGTIONS TO SUPPORTING TRUSS MEMBERS.
<br />2. DES I O N LOADS
<br />THIS STRUGTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE 6th ED. (2017) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />BUILDING GATEGORY: II
<br />2. I. DEAD LOADS :
<br />ROOF
<br />TILE (TG=15P5F, BG=IOP5F) 25P5F
<br />ASPHALT SHINGLE (TG=7P5F, BG=IOP5F) 17P5F
<br />METAL (TG=IOPSF, BG=IOPSF) 20PSF
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25P5F
<br />CARPET OR HOOD 15P5F
<br />2. 2.
<br />LIVE LOADS
<br />ROOF
<br />20PSF
<br />FLOOR
<br />ONE- AND TWO-FAMILY DWELLINGS
<br />UNINHABITABLE ATTIG, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTIG5, 5LEEPING AREAS
<br />30P5F
<br />OTHER
<br />40PSF
<br />EXTERIOR DEGK5
<br />SAME AS OGGUPANGY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 200LB
<br />LIVE LOAD REDUGTION5
<br />PER CODE
<br />2. 3.
<br />ROOF SNOW LOAD DATA:
<br />GROUND 5NON LOAD, Pq =
<br />WA
<br />2. 4.
<br />WIND LOADS :
<br />BASIC, HIND SPEED, V (3-5EG. GUST)
<br />140MPH (Vasd=IObMPH)
<br />HIND EXPOSURE
<br />C
<br />INTERNAL PRESSURE GOEFFIGIENT
<br />V-0.0
<br />G6G DESIGN PRESSURE
<br />SEE PLAN
<br />HIND BORNE DEBRIS PROTECTION
<br />SHUTTER/IMPAGT OLA55
<br />2. 5.
<br />SEISMIG DESIGN DATA:
<br />SEISMIG IMPORTANCE FACTOR, 1,
<br />1.0
<br />SEISMIG RISK GATEGORY
<br />II
<br />MAPPED 5RA, 55, 51
<br />WA
<br />SITE GLASS
<br />A
<br />DE51ON SRG, 5D5, SDI
<br />WA
<br />SEISMIC, DESIGN GATEGORY
<br />N/A
<br />BASIC, SFR5
<br />MASONRY HALLS
<br />DE516N BASE SHEAR, (UNFAGTORED)
<br />WA
<br />SEISMIC, RESPONSE GOEFFIGIENT, GS
<br />WA
<br />RESPONSE MODIFICATION FACTOR, R
<br />N/A
<br />ANALYSIS PROGEDURE
<br />ELF
<br />2. 6.
<br />FLOOD DESIGN DATA:
<br />DATUM
<br />NAVDbb
<br />FLOOD ZONE
<br />"X'
<br />BASE FLOOD ELEVATION:
<br />WA
<br />LOWEST PROPOSED FLOOR ELEVATIONS
<br />WA
<br />3. DEELEGTIONS:
<br />LIVE LOAD
<br />L/360
<br />TOTAL LOAD
<br />L/240
<br />4. MATERIALS
<br />4.1.
<br />RE I NFORC I NO STEEL
<br />4. I. I. REINFORGING STEEL SHALL BE ASTM Ab15/A615M-Og GRADE 40, f'y = 40 Ksi
<br />4. 1.2. LAP 5PLIGE SHALL BE AS FOLLOH5: #5 BAR
<br />25", #4 BAR 20", #3 BAR 15".
<br />4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION
<br />OF REINFORGING ARE TO THE GENTERLINE OF
<br />EACH BAR EXGEPT HHERE THE GOVER DIMENSION 15 5HONN TO THE FACE OF THE GONGRETE.
<br />4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT
<br />TO OUT OF BARS.
<br />4. I. 5. REINFORGING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO
<br />BE APPROVED BY THE ENGINEER OF RECORD.
<br />4. 1. 6. DESIGN GOVER REQUIREMENTS :
<br />G-I-P GONGRETE FORMED AGAINST EARTH : 3"
<br />G-I-P GONGRETE EXPOSED TO EXTERIOR : 211
<br />G-I-P GONGRETE NOT EXPOSED
<br />IY2"
<br />GROUT FILLED MASONRY :
<br />314
<br />4. 1. 7. HELPED HIRE FABRIC, (NHF): AIOb4/A1064M-16a
<br />4. 1. b. DETAIL REINFORGEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION.
<br />4. 2. CONGRETE :
<br />MODULES OF
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />ELASTIGITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2, 550 Ksl
<br />G-1-P GONGRETE (NORMAL WEIGHT) HERNANDO GO. ONLY
<br />5,000 Psi
<br />5,122 K51
<br />G-I-P GROUT
<br />1 5,000 Psi
<br />1 5,122 K51
<br />4. 2. 2.
<br />GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX HITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLAGEMENT. SEE SPEGIFIGATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL CONSIST OF PEA ROCK (3/b" MAXIMUM AGGREGATE) GONGRETE MIX
<br />WITH SLUMP BETHEEN b" AND 10" AT TIME OF PLAGEMENT. SEE 5PEGIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GON5TRUGTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLAGEMENT AND GURIN6 SHALL BE GONDUGTED IN
<br />AGGORDANGE HITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLAB5 (EXGLUDING EXTERIOR NALKHAYS 6 DRIVEHAY5)
<br />3 1/2" MIN. THICKNESS H/ MIN. REINFORGEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 NHF
<br />IN TOP OF I-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HNF
<br />GONTRAGTORS DISGRETION.
<br />4. 2. 7.
<br />GONGRETE PLAGEMENT PRAGTIGE5 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 CONCRETE MASONRY BLOCK SHALL BE ASTM G90-14, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS 4 CAVITIES BELOH GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE 5TRENGTH 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 HITH THE 5PEGIFIGATION5 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 GROSS 5EGTION DIMENSION OR ELEVATION
<br />DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER SECTION R606.3.1.1
<br />4.4. 5TRUGTURAL LUMBER :
<br />4. 4. I.I.
<br />INTERIOR LOAD BEARING HALLS SPF STUD OR BETTER, fb = 615 PSI, E = 1200 Ksl
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = b15 PSI, E = 1,40OK51
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE GONSTRUGTED USING 5PF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERHISE
<br />4. 4. 2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 3.
<br />ALL PLYWOOD USED FOR INTERIOR APPLIGATION5 SUGH 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 15 TO BE USED IN PLAGE OF PLYWOOD 15 TO HAVE SIMILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLIGATION. HOOD IN
<br />GONTAGT HITH GONGRETE 15 TO RECEIVE 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 DRANINGS TO THE ENGINEER OF RECORD.
<br />4. 4.1.
<br />DESIGN, FABRIGATE AND ERECT HOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-14, BG51 2015
<br />4. 4. b.
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOGATION5 NITHOUT NOOPEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FIN15H AND SHALL BE APPLIED IN 5TRIGT
<br />AGGORDANGE WITH THE FRG 5EGTION R703.7.2 AND WITH ASTM Gc126 INGLUDING THE
<br />REFERENGE IN A5TM Gg26 5EGTION 5 TO SEGTION XI.4.2 OF THE APPENDIX - 7/b" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (3/b" - 3/8," - 1/8,") OVER METAL LATH OVER HATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A HATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER HITH A PERFORMANGE 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 />AGGORDANGE HITH THE APPLIGABLE BUILDING CODE AND MANUFAGTURER'S
<br />5PEGIFIGATION5. GURING TIME FOR 3-GOAT STUCCO, EAGH GOAT SHALL BE KEPT IN A MOIST
<br />GONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
<br />2ND GOAT SHALL NOT BE APPLIED SOONER THAN 46 HR5 AFTER APPLICATION OF THE 15T
<br />GOAT. THE FIN15H GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE
<br />APPLICATION OF THE 2ND GOAT. UNLE55 APPLIGATION5 INSTALLED IN AGGORDANGE HITH
<br />ASTM Gg26 INGLUDING THE REFERENGE IN ASTM Gg26 SECTION b TO 5EGTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO A5TM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R7O3.1.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELY 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. I.
<br />FASTENERS AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, GHANNEL5 : ASTM A36/36M Ob Fy = 36 Ksi
<br />ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi
<br />SQUARE METAL TUBING : ASTM A500-13, GRADE B Fy = 46K51
<br />HIGH STRENGTH BOLTS : ASTM A525-14
<br />MACHINE BOLTS : GALVANIZED ASTM A307-12
<br />4. 5. 2.
<br />SHEET METAL AGGE55ORIE5 SHALL CONFORM TO : Fy = 33KE INITH GGO
<br />GALVANIZED GOATING IN AGGORDANGE HITH A5TM A525-q3.
<br />4. 5. 3.
<br />NAILS SHALL GON515T OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLON5 : bd = 0.151", IOd = 0.145", 12d = 0.14b", 16d = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DONN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-GORRO5IVE GOATING BY MANUFAGTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOHNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND SPEGIFIGATION5.
<br />GONGRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE GONGRETE, 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 TRU55 AND HALL UPLIFT ARE TO BE
<br />PLAGED AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLAGING GROUT.
<br />4. 5. q.
<br />P05T-IN5TALLED ANGHOR5 INTO GONGRETE
<br />I. POST -INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE 5PEGIFIED ON THE
<br />GON5TRUGTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN5GO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANGHORS IN PLAGE OF
<br />MISSING OR MISPLACED CAST-IN-PLAGE ANGHOR5.
<br />2. CARE SHALL BE TAKEN IN PLAGIN6 PO5T-IN5TALLED ANCHORS TO AVOID GONFLIGT5
<br />HITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S
<br />PRINTED IN5TRUGTIONS (MPII).
<br />4. SUBSTITUTION REGIUE5TS FOR PRODUCTS OTHER THAN THOSE 5PEGIFIED BELOW SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH GALGULATION5 THAT ARE
<br />PREPARED 6 SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATION5
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 CAPABLE OF AGHIEVIN5
<br />EQUIVALENT PERFORMANGE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT USING THE
<br />APPROPRIATE DESIGN PROGEDURE AND/OR 5TANDARD(S) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC, 5PEGIAL INSPECTION FOR THRESHOLD BUILDING5 FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'S FLORIDA PRODUCT APPROVAL.
<br />b. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHOR5 AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL 51MP50N STRONG -TIE AT (500) qqq-50gq. GALL HILT] AT 066) 445-bb21.
<br />1. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />555.2 AND IGG-ES AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE REGOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE:
<br />A) SGREN: 51MP50N STRONG -TIE "TITEN-HD" OR HILT] "KNIK HU5-EZ"
<br />B) EXPANSION: SIMP50N STRONG -TIE "STRONG -BOLT 2" OR HILTI "KNIK BOLT TZ"
<br />b. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH AGI
<br />355.4 AND IGG-E5 AG305 FOR GRAGKED AND UNGRACKEP CONCRETE REGOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 316-14 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 318 DA.2.0. PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: SIMP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-SD"
<br />B) FAST GURE: 51MPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST -INSTALLED ANGHOR5 INTO MASONRY
<br />I. MEGHANIGAL ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN OUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AGIO(q,
<br />PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE:
<br />A) SGREN: SIMPSON 5TRONG-TIE "TITEN-HD" OR HILTI "KNIK HU5-EZ"
<br />B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2", "HEDGE -ALL" OR HILTI
<br />"KHIK BOLT 3"
<br />2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-ES AG55. PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: SIMP50N STRONG -TIE "SET-XP"
<br />B) FAST GURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 10"
<br />3. ADHESIVE ANCHORS INSTALLED IN HOLLOW GONGRETE MASONRY a UNREINFORGED GLAY
<br />BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG58 OR AG60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INGLUDE:
<br />A) SIMP50N STRONG -TIE "SET" OR HILTI "HIT-HY 10"
<br />4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5
<br />INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED GLAY BRIGK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFAGTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,g50 P51
<br />Ft = I b50 P51
<br />Fc = 500 P51 (PERPENDIGULAR)
<br />Fc = 2,100 (PARALLEL)
<br />4.7. STEEL:
<br />Fv = 2b5 PSI
<br />4. 7. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL EREGTOR.
<br />4. 1. 2.
<br />FABRICATE AND ERECT ALL STRUGTURAL STEEL IN AGGORDANGE HITH A.I.S.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF 5TRUGTURAL
<br />STEEL FOR BUILDINGS".
<br />4. 7. 3.
<br />STRUGTURAL STEEL: ASTM A36/36M Ob.
<br />4. 1. 4.
<br />STEEL TUBING: A5TM A500-10, GRADE B.
<br />4. 7. 5.
<br />HELPED GONNEGTION5: E10XX ELEGTRODES, MINIMUM 5IZE FILLET HELPS 3/16", ANS
<br />GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4. 7. 6.
<br />HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EACH SIDE OF THE HEB, OF A THIGKNE55 EQUAL TO BEAM FLANGE
<br />THIGKNES5, LOCATED AT THE GENTER LINE OF THE TUBE GOLUMN.
<br />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. 8. SOIL:
<br />4. b. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRESSURE.
<br />GONTRAGTOR/ OTNER SHALL VERIFY SOIL BEARING PRE55URE OF THE PROPOSED SITE.
<br />4, b. 2. ALL 501L IS TO BE GLEAN $ POISONED FOR TERMITES PER FBG 6TH EDITION (2017)
<br />RESIDENTIAL 5EGTION5 R30.1, R31,5.2, R50.3, 8 R31853
<br />TERMITE PROTEGYION`-
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• SOIL GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROP05ED METHOD AND SUBMIT DOGUMENTATION, HH
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />IF CHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A PERMANENT 516N HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE
<br />PROVIDED. THE SIGN SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL"
<br />2. GONDENSATE AND ROOF DOWNSPOUTS SHALL D15GHARGE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING SIDE HALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED HITHIN 1'-0" OF THE BUILDING SIDE HALL.
<br />4. FBG R315.7 - IN ORDER TO PROVIDE FOR INSPEGTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETWEEN EXTERIOR HALL GOVERIN05 AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INGHE5 (152 MM)
<br />EXGEPTI ON5:
<br />I. PAINT OR PEGORATIVE GEMENTITIOU5 FINISH LE55 THAN 9 INGH (17.1 MM) THICK
<br />ADHERED DIREGTLY TO THE MASONRY FOUNDATION 51DEHALL.
<br />2. AGGE55 OR VEHIGLE RAMPS HHIGH RISE TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE HIDTH OF 5UGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) IN5PEGTION SPACE ABOVE PATIO AND GARAGE SLABS 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 CONSTRUCTED IN AGGORDANGE HITH SEGTION R30.4.
<br />5. R31b.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />GHEMIGAL 501L TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION IS GOMPLETE.
<br />6. R315.1.2 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 501L TREATMENT INCLUDING 5PAGE5 BOXED OR FORMED.
<br />7. R31b.1.3 IF 501L 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 U51NO
<br />PLASTIC, OR METAL PERMANENTLY PLAGED FORMS OF 5UFFIGIENT DEPTH TO ELIMINATE
<br />ANY PLANNED SOIL DISTURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT.
<br />b. R30.1.4 IF 501L TREATMENT IS 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 OGGUR5 BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT IS REQUIRED. ANY WORK, INGLUDING
<br />PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />GONGRETE FLOOR 15 POURED, SHALL BE DONE IN 5UGH MANNER AS TO AVOID
<br />PENETRATING OR DISTURBING TREATED SOIL.
<br />q. R31b.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 GHEMIGALS.
<br />10. R318.1.6 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL
<br />SOIL TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE
<br />WITH I FOOT (305 MM) OF THE PRIMARY 5TRUGTURE SIDEHALLS. ALSO, A VERTIGAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GONSTRUGTION 15 GOMPLETED,
<br />INCLUDING INITIAL LANDSGAPING AND IRRIGATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />II. R315.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R30.1.1, THROUGH 5EGTION
<br />1`2316.1.6 DO NOT APPLY; HOHEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING 5Y5TEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE 155UE OF THE GERTIFIGATE OF OGGUPANGY 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 DIRECTION5 FOR US REQUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE GOMPONENTS SHALL BE DEEMED TO GON5TITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12. R30.1.b IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SEGTIONS R31b.1.1
<br />THROUGH R31b.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5
<br />SHALL BE AS REQUIRED BY LABEL DIRECTIONS 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, INCLUDING 501L APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PESTIGIDE5
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEN GONSTRUGTION. SEE SECTION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A GERTIFIGATE OF COMPLIANCE SHALL BE 155UED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL GOMPANY THAT CONTAINS THE
<br />FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH
<br />RULES AND LAN5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND
<br />CONSUMER 5ERVIGE5."
<br />14. R318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-CONTAINING MATERIALS. IF
<br />SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM WALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED HITHIN THE
<br />SLAB USING A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE
<br />BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. R50.3 GLEANING. GELL5 AND GAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN
<br />BRIGK, STONE OR MASONRY VENEERS AND THE STRUCTURE 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: INORGANIC, MATERIAL MANUFAGTURER FOR GLOSIN6 GELL5 IN FOUNDATION
<br />GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN GONGRETE
<br />MASONRY UNIT V0105 BELOW SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4. b .5. SOIL IS TO BE GOMPAGTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1551-12el
<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" PRODUCT OR SENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT 5TAGE .
<br />2) PRE55URE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REG2U I RED SAFETY O LAZ I NO IN HAZARDOUS LOCATIONS
<br />5AFETY GLAZING (RE: FRG R308.4)
<br />R30b.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE GON51DERED 5PEGIFIG HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS.
<br />EXCEPTIONS:
<br />I. GLAZED OPENIN65 OF A 5IZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE 15 UNABLE TO PA55.
<br />2. DECORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAGENT TO A DOOR SHALL BE GON5I0ERED 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 HALKING 5URFAGE AND IT MEETS EITHER OF THE FOLLOHING
<br />GONDITION5:
<br />I. WHERE THE GLAZING 15 WITHIN 24 INGHE5 (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A GL05ED POSITION.
<br />2. HHERE THE GLAZING 15 ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A GLO5ED
<br />POSITION AND HITHIN 24 INGHE5 (610 MM) OF THE HINGE SIDE OF AN IN-51HINGING DOOR.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. WHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETHEEN 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 SECTION R305.4.3.
<br />4. GLAZING THAT IS 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 EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN g ms SQUARE FEET 0.836•AND
<br />2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN Ib INGHE5 (457 mm) ABOVE THE FLOOR; AND
<br />5. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHE5 (6114 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE WALKING 5URFAGE ARE HITHIN 3b INGHE5 M14 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 AGGE551BLE 51DE(5) OF
<br />THE GLAZING 34 TO 35 INCHES (b46 TO qb5) 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) HITHOUT GONTAGTING
<br />THE GLAS5 AND BE A MINIMUM OF 1 1/2" INGHE5 (3& mm) IN GRO55 5EGTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE
<br />BOTTOM EDGE OF THE 6LA55 15 25 FEET (1620 mm) OR MORE ABOVE GRADE, A ROOF, HALKING
<br />5URFAGE5 OR OTHER HORIZONTAL (WITHIN 45 DEGREE5 (O.q7 RAP) OR HORIZONTAL) 5URFAGE
<br />ADJAGENT TO THE 6LA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGL05URE5 OR FENGE5 GONTAINING OR FAGING HOT TUB5, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, 5HOHER5 AND INDOOR OR OUTDOOR 5NIMMING POOLS HHERE THE
<br />BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTIGALLY
<br />ABOVE ANY STANDING OR HALKING 5URFAGE SHALL BE GONSIDERED TO BE A HAZARDOUS LOCATION.
<br />THIS SHALL APPLY TO 51NOLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN 60 INGHE5 (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 SHOWER, SAUNA OR STEAM ROOM.
<br />6. GLAZING WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 36 INGHE5 N14 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF 5TAIRWAY5, LANDIN05 BETWEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTI ONS:
<br />I. HHERE A RAIL 15 INSTALLED ON THE AGGES5IBLE 51DE(5) OF THE GLAZING 34 TO 35 INGHE5 (564 TO
<br />g65 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF NITH5TANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT GONTAGTIN5 THE OLA55 AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (35 MM).
<br />2. GLAZING 36 INGHE5 N14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING SURFAGE.
<br />7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A 5TAIRHAY HHERE THE GLAZING 15 LE55 THAN
<br />36 INGHE5 (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LE55 THAN
<br />IbO DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTION: THE GLAZING 15 PROTEGTED BY A GUARD GOMPLYING WITH 5EGTION P312 AND THE PLANE OF
<br />THE OLA55 15 MORE THAN 15 INGHE5 (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL PRANIN05 BEFORE GON5TRUGTION BEGINS.
<br />DANSGO ENGINEERING, LLG IS RESPONSIBLE FOR THE 5TRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />D15GREPANGY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFE5510NALS' SHOP DRAWINGS,
<br />GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION.
<br />ATTENTION: GHEMIGAL GHANGE5 IN PRESSURE TREATED HOODS
<br />AS OF DEGEMBER 315T, 2003, GHROMATED GOPPER ARSENATE (GGA-C) HILL NO LONGER BE PRODUGED FOR
<br />RESIDENTIAL OR GENERAL GONSUMER 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 CORROSIVE TO STEEL. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTOR5 THAT RESIST GORRO510N. FOR EXAMPLE, AGO-G,
<br />AGG-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (SBX) DOES NOT.
<br />HORST GASE DES I GN PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.16 ENCLOSED BLDG)
<br />DE51GN WIND PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE IS ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (ASD PRESSURES)
<br />140 MPH + 25.6 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 Bxi + 223 PSF / - 253 PSF
<br />DOUBLE 16x-I + 21.4 PSF / - 218 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.donscoengineedng.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 R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWING ONLY.
<br />©2019 LENNAR CORP: THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2019 -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
<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 --REFER CE TABLE
<br />VERSION-, k10. ,t.03102.1.1.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390445
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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