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5PEG I F I GATT ONS
<br />I. I. GONSTRUGTION
<br />I. I. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 1.2. A5GE5/AGI 530-13, TM5 402-16 4 ASGEb/AGI 550.1-15, TM5 602-Ib
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 1.5. A5TM G270-12a, G476-10, AND Gq0-14 SPEGIFIGATIONS FOR MASONRY STRUGTURES
<br />I. I. 4. NATIONAL DESIGN SPEGIFIGATION5 (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />1. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. I, b. "MANUAL OF STEEL CONSTRUCTION, ALLONABLE STRESS DE51ON", BY THE AMERICAN
<br />INSTITUTE OF STEEL GONSTRUGTION, (AISG)
<br />I. I. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />1.2. DESION :
<br />I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />I. 2. 2. ASGE5/AGI 530-13, TM5 402-16 ff ASGE6/AGI 530.1-13, TM5 602-16
<br />SPEGIFIGATION5 FOR MASONRY STRUGTURES.
<br />I. 2. 3. ASTM G270-12a, G416-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY STRUGTURES
<br />I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1. 2. 5. PLYWOOD DE51ON SPEGIFIGATION5 (APA)
<br />1. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />1.5.
<br />SHOP DRAW I NOS
<br />I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP PRANIN65 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2. ALL SHOP DRANINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GON5TRUGTION.
<br />ALL ROOF AND FLOOR TRU55 SHOP DRANING5 ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INGLUDE : DRAHINGS AND CALCULATIONS, REAGTION5 AND BEARING
<br />POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS.
<br />2. DE510N 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=7P5F, BG=IOP5F) 17P5F
<br />METAL (TG=IOPSF, BG=IOPSF) 20P5F
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25PSF
<br />GARPET OR HOOD 15P5F
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />20P5F
<br />FLOOR
<br />ONE- AND TNO-FAMILY DWELLINGS
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTIGS, SLEEPING AREAS
<br />50PSF
<br />OTHER
<br />40PSF
<br />EXTERIOR DECKS
<br />SAME AS OGGUPANGY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 20OLB
<br />LIVE LOAD REDUCTIONS
<br />PER CODE
<br />2. 3. ROOF SNOW LOAD DATA. -
<br />GROUND SNOW LOAD, Pg = N/A
<br />2. 4. WIND LOADS :
<br />BASIC HIND SPEED, V (3-5EG. GUST)
<br />140MPH (Va5d=108MPH)
<br />HIND EXF05URE
<br />G
<br />INTERNAL PRE55URE GOEFFIGIENT
<br />+/-0.18
<br />G ff G DE51ON PRESSURE
<br />SEE PLAN
<br />HIND BORNE DEBRIS PROTEGTION
<br />5HUTTER/IMPAGT 6LA55
<br />2. S. SEISM IG DESIGN DATA:
<br />SEISMIC IMPORTANCE FAGTOR, le
<br />I.O
<br />SEISMIC, RISK GATEGORY
<br />II
<br />MAPPED 5RA, 55, 51
<br />N/A
<br />51TE GLASS
<br />A
<br />DE51ON 5RG, 5D5, SDI
<br />N/A
<br />SEISMIC, DESIGN GATEOORI'
<br />N/A
<br />BASIC SFRS
<br />MA50NRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC, RESPONSE GOEFFIGIENT, GS
<br />N/A
<br />RESPONSE MODIFICATION FACTOR, R
<br />N/A
<br />ANALYSIS PROCEDURE
<br />ELF
<br />2. 6. FLOOD DESIGN DATA:
<br />DATUM
<br />NAVD88
<br />FLOOD ZONE
<br />"X"
<br />BASE FLOOD ELEVATION:
<br />N/A
<br />LONEST PROPOSED FLOOR ELEVATIONS
<br />N/A
<br />3. DEFLEGTIONS:
<br />LIVE LOAD L/360
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4.1. RE I NFORG I NO STEEL
<br />4. I.
<br />I. REINFORGING STEEL SHALL BE ASTM A615/A615M-Oq GRADE 40, f'y = 40 Ksi
<br />4. I.
<br />2. LAP SPLICE SHALL BE A5 FOLLONS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. I.
<br />3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE GENTERLINE OF
<br />EAGH BAR EXCEPT HHERE THE COVER DIMENSION 15 5HONN TO THE FACE OF THE GONGRETE.
<br />4. I.
<br />4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.
<br />5. REINFORGING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD.
<br />4. I.
<br />6. DESIGN COVER REQUIREMENTS :
<br />G-I-P CONCRETE FORMED AGAINST EARTH : 51,
<br />G-I-P GONGRETE EXPOSED TO EXTERIOR : 211
<br />G-I-P GONGRETE NOT EXP05ED V2"
<br />GROUT FILLED MASONRY : 3/4
<br />4.
<br />1. 7. HELPED HIRE FABRIC, (HNF): AIOb4/A1064M-16a
<br />4.
<br />I. 8. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 315-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />MODULES OF
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f G)
<br />ELASTICITY
<br />DE51ON (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 Psi
<br />2,850 Ksi
<br />G-I-P GONGRETE (NORMAL NEIGHT) HERNANDO GO. ONLY
<br />3,000 Psi
<br />5,122 Ksi
<br />G-I-P GROUT
<br />1 5,000 Psi
<br />I 3,122 Ksi
<br />4. 2. 2.
<br />CONCRETE SHALL GON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX HITH SLUMP
<br />BETHEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />HITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPEGIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GON5TRUGTION JOINTS HILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN
<br />AGGORDANGE HITH THE SPEGIFIGATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR HALKNAY5 8 DRIVEWAYS)
<br />3 1/2" MIN. THICKNESS N/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 HNF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HHF
<br />GONTRAGTORS DI5GRETION.
<br />4. 2. 7.
<br />GONGRETE PLAGEMENT PRAGTIGES SHALL BE IN AGGORDANGE N/ ALL
<br />AGI- MGP 201-1 STANDARDS.
<br />4. 3. 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 G110-14, TYPE 11
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS 4 GAVITIE5 BELON GRADE HILL BE FILLED N/ CONCRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 2,000 PSI MINIMUM
<br />4. 3. 5.
<br />METHOD OF GONGRETE MASONRY PLAGEMENT AND CONSTRUCTION SHALL BE
<br />GONDUCTED 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 SECTION DIMENSION OR ELEVATION
<br />DIMEN5ION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +I/2" PER SECTION R(06.3.1.1
<br />4.4. STRUCTURAL LUMBER :
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 675 P51, E = 1200 Ksl
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 8-75 PSI, E = 1,40OK51
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE GON5TRUGTED USING 5PF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE
<br />4. 4. 2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5
<br />SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O.
<br />4. 4. 3.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS 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 PLACE OF PLYWOOD IS TO HAVE 51MILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT HITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP PRANINGS TO THE ENGINEER OF RECORD.
<br />4. 4.1.
<br />DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE GONNECTED HOOD TRUSSES" BY THE
<br />AN51/TPI 1-14, BG51 2015
<br />4. 4. 8.
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT GONTAGT HITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS NITHOUT NOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT
<br />AGGORDANGE HITH THE FRG SECTION R703.1.2 AND HITH ASTM Gg26 INCLUDING THE
<br />REFERENCE IN ASTM Gg26 5EGTION 8 TO 5EGTION XI.4.2 OF THE APPENDIX - 1/8" 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 INGLUDE A HATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER HITH A PERFORMANGE AT LEAST EQUIVALENT TO THO
<br />LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY SUCH THAT EAGH LAYER PROVIDES A SEPARATE GONTINUOU5 PLANE AND
<br />SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE HITH THE APPLICABLE BUILDING CODE AND MANUFAGTURER'S
<br />SPEGIFIGATION5. GURIN5 TIME FOR 3-GOAT STUGGO, EACH GOAT SHALL BE KEPT IN A M015T
<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 I5T
<br />GOAT. THE FINISH GOAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS AFTER THE
<br />APPLICATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN AGGORDANGE WITH
<br />A5TM Gg26 INCLUDING THE REFERENCE IN A5TM Gg26 5EGTION 6 TO 5EGTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING $ FRAMING SHALL COMPLY TO ASTM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R703.1.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTGHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH ANPA M 4
<br />4. 3. FASTENERS AND TIE DOWNS :
<br />4. 5. 1,
<br />FASTENERS AND TIE DONNS SHALL GON515T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 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 = 4bKsl
<br />HIGH STRENGTH BOLTS : ASTM A525-14
<br />MAGHINE BOLTS : GALVANIZED ASTM A307-12
<br />4. 5. 2•
<br />SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = 33K5iNITH GGO
<br />GALVANIZED GOATING IN AGGORDANGE WITH A5TM A525-q3.
<br />4. 5. 5.
<br />NAILS SHALL GONS15T OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER A5
<br />FOLLON5 : 8d = 0.131 ", IOd = 0.148", 12d = 0.148", 16d = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DONNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANT) -GORRO51VE GOATING BY MANUFACTURER
<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 DONN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATION5.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED _'BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE GONGRETE, SPAGING AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. 8.
<br />CONCRETE EMBEDDED TIE DONN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLAGED AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLAGING GROUT.
<br />4. 5, q.
<br />POST -INSTALLED ANGHOR5 INTO GONGRETE
<br />1. P05T-INSTALLED ANCHORS SHALL ONLY BE USED HHERE SPECIFIED ON THE
<br />GONSTRUGTION DOGUMENT5. THE GONTRACTOR SHALL OBTAIN APPROVAL FROM DANSGO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST-IN5TALLEP ANCHORS IN PLACE OF
<br />M1551NO OR MISPLACED CAST -IN -PLANE ANGHOR5.
<br />2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANCHORS TO AVOID CONFLICTS
<br />HITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE HITH THE MANUFACTURER'S
<br />PRINTED INSTRUGTION5 (MPII).
<br />4. SUBSTITUTION REQUESTS FOR PRODUGT5 OTHER THAN THOSE SPECIFIED BELON SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH GALGULATION5 THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT 15 CAPABLE OF AGHIEVING
<br />EQUIVALENT PERFORMANGE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT U51NG THE
<br />APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC, SPECIAL INSPEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL.
<br />6. GONTAGT MANUFAGTURER'5 REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHOR5 AND FOR PRODUGT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON STRONG -TIE AT (500) qqq-50gq. GALL HILTI AT (86b) 445-8827.
<br />7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI
<br />355.2 AND IGG-ES AGIg3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE:
<br />A) 5GREN: SIMPSON 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 ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />355.4 AND IGG-ES AG308 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE 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 I50°F, AND
<br />MAX. IN-SERVIGE LONG-TERM TEMPERATURE OF I10°F (AGI 315 PA.2.0. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INGLUDE:
<br />A) EPDXY: SIMP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-SD"
<br />B) FAST GURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST -INSTALLED ANGHOR5 INTO MASONRY
<br />1. MEGHANIGAL ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AGIO(b.
<br />PRE -APPROVED MEGHANIGAL ANGHORS INGLUDE:
<br />A) 5GREN: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ"
<br />B) EXPANSION: SIMP50N STRONG -TIE "STRONG -BOLT 2" "NEDGE-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 HITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: SIMP50N STRONG -TIE "SET-XP"
<br />B) FAST GURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT -HIT' 10"
<br />3. ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY d UNREINFORGED CLAY
<br />BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG58 OR AG60, RESPECTIVELY. PRE -APPROVED ADHESIVE ANCHORS INGLUDE:
<br />A) 51MP50N STRONG -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 BRICK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFACTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4.6. I.
<br />MIGRO- AM STRESS GRADES SHALL PROVIDE THE FO ONING MINIMUM PROPERTIES:
<br />L LL LL
<br />-
<br />E 2,000,000 PSI
<br />Fb = 2,g50 P51
<br />Ft = 1,850 PSI
<br />Fr_ = 500 P51 (PERPENDIGULAR)
<br />FG = 2300 (PARALLEL)
<br />4. 1. STEEL:
<br />Fv = 285 P51
<br />4.7. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4. 7. 2•
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE HITH A.I.5.G.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4. 7. 3.
<br />STRUCTURAL STEEL: A5TM A36/36M 08.
<br />4. 7. 4.
<br />STEEL TUBING: A5TM A500-10, GRADE B.
<br />4. 7. 5.
<br />HELPED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET HELPS 3/16", ANS
<br />GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.1. b.
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER GOLUMN5, PROVIDE WEB STIFFENER
<br />PLATES ON EACH 51DE OF THE NEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 1. 7.
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED GONNEGTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. SOIL:
<br />4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF 501L BEARING PRESSURE.
<br />ONTRAGT HNER HA VERIFY SOIL BEARING PRE55URE OF THE PROPOSED SITE.
<br />G OR/O SHALL L
<br />4. 8. 2. ALL SOIL 15 TO BE GLEAN & P015ONED FOR TERMITES PER FBG bTH EDITION (2011)
<br />RESIDENTIAL 5EGTION5 R318.1, R318.2, R318.3, a R318.7
<br />TERMITE PROTECTION -
<br />PLANS MUST 5PEG I FY TYPE OF TERMITE TREATMENT
<br />• SOIL CHEMICAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND SUBMIT DOCUMENTATION, NHIG
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />IF CHEMICAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A PERMANENT 51ON NHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE -INSPECTION AND TREATMENT GONTRAGT RENENAL SHALL BE
<br />PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC PANEL"
<br />2. GONDEN5ATE AND ROOF DOWNSPOUTS SHALL DISGHARGE AT LEAST 1'-0" ANAY FROM
<br />THE BUILDING SIDE HALLS.
<br />3. IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED HITHIN I'-0" OF THE BUILDING SIDE HALL.
<br />4. FBG R303 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETHEEN EXTERIOR HALL GOVERIN05 AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INCHES (152 MM)
<br />EXCEPTIONS:
<br />I. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LE55 THAN gg INGH (17.1 MM) THICK
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEHALL.
<br />2. AGGE55 OR VEHICLE RAMPS NHIGH RI5E TO THE INTERIOR FIN15H FLOOR
<br />ELEVATION FOR THE NIDTH OF 5UGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLAB5 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 MA50NRY
<br />GON5TRUGTION ONLY.
<br />5. MASONRY VENEERS CONSTRUCTED IN AGGORDANGE WITH SECTION R318.4.
<br />5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL 501L TREATMENT IN51PE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION 15 COMPLETE.
<br />6. R318,1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH
<br />A GHEMIGAL SOIL TREATMENT INGLUDING SPACES BOXED OR FORMED.
<br />7. R318.13 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN
<br />CONCRETE 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 PLAGED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
<br />ANY PLANNED 501L DI5TURBANGE AFTER INITIAL GHEMIGAL SOIL TREATMENT.
<br />8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CHEMICALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INGLUDING
<br />PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />GONGRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH 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 ACCUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, TO
<br />ENHANGE VERTIGAL PENETRATION OF THE GHEMIGALS.
<br />10. R318.1.6 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL
<br />SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE
<br />HITH I FOOT (305 MM) OF THE PRIMARY 5TRUGTURE 51DENALL5. ALSO, A VERTIGAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 GOMPLETED,
<br />INCLUDING INITIAL LANDSCAPING AND IRRGATION/SPRINKLER INSTALLATION. ANY SOIL
<br />DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER IS APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11. R315.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION
<br />R318.I.6b DO NOT APPLY; HOWEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE 155UE OF THE GERTIFIGATE OF OCCUPANCY 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 DIRECTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PESTIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE COMPONENTS 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, 5EGTION5 R318.1.1
<br />THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDES
<br />SHALL BE AS REQUIRED BY LABEL DIREGTIONS FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />13. R318.1 TERMITE PROTECTION. TERMITE PROTEGTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDES, INGLUDING SOIL APPLIED PESTIGIDE5, BAITING SYSTEMS, AND PESTICIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEN CONSTRUCTION. 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 COMPANY THAT CONTAINS THE
<br />FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH
<br />RULES AND LAMS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AORIGULTURE AND
<br />CONSUMER SERVICES."
<br />14. R318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING 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-GORROSIVE GLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE
<br />BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. R318.3 GLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETHEEN
<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 />EXCEPTION: INORGANIG MATERIAL MANUFACTURED FOR GLOSING CELLS IN FOUNDATION
<br />GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN CONCRETE
<br />MASONRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />4. 8 .3. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-12e1
<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 />METHODS BOR-A-GOR" PRODUCT OR SENTRIGON SYSTEM, E HODS MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXP05E5 UNTREATED PORTIONS OF
<br />HOOP ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REQU I RED SAFETY OLAZ I NO IN HAZARDOUS LOCATIONS
<br />56FETY GLAZING (RE: FRG R308.4)
<br />R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE GON5IDEREP SPECIFIC, HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SNINGING, SLIDING AND B1FOLD DOORS.
<br />EXGEPTI ON5:
<br />I. GLAZED OPENIN65 OF A SIZE THROUGH NHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO
<br />BE A HAZARDOUS LOCATION HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INCHES (1524 MM) ABOVE THE FLOOR OR HALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING
<br />CONDITIONS:
<br />I. HHERE THE GLAZING IS HITHIN 24 INGHE5 (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A GL05ED POSITION.
<br />2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A GL05ED
<br />POSITION AND HITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-5HINGING DOOR.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETHEEN THE DOOR AND THE
<br />GLAZING.
<br />3. WHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (q14 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH 5EGTION R308.4.3.
<br />4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE NINDON THAT MEETS ALL OF THE FOLLOWING
<br />GONDITION5:
<br />I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET 0.836m ; AND
<br />2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (451 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INGHE5 (c114 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE NALKINO SURFACE ARE HITHIN 36 INCHES (c114 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE55IBLE 51DE(S) OF
<br />THE GLAZING 34 TO 38 INGHE5 (846 TO q(95) ABOVE THE NALKING
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/m) WITHOUT GONTAGTING
<br />THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING 0LAS5 UNITS AND OTHER MULTIPLE GLAZED PANELS NHEN THE
<br />BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, NALKING
<br />SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAP) OR HORIZONTAL) SURFACE
<br />ADJACENT TO THE 6LA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLE55 OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INGLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGLO5URE5 OR FENCES CONTAINING OR FAGING HOT TUBS, SPAS, NHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE
<br />BOTTOM EXF05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (1524 MM) MEASURED VERTICALLY
<br />ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION,
<br />THI5 SHALL APPLY TO SINGLE 6LAZING AND EACH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (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 5HONER, SAUNA OR STEAM ROOM.
<br />(6. GLAZING HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INGHE5 (c114 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT NALKING SURFACE OF STAIRWAYS, LANDINGS BETHEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />I. NHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(S) OF THE GLAZING 34 TO 38 INCHES (864 TO
<br />q(95 MM) ABOVE THE HALKING SURFAGE. THE RAIL SHALL BE CAPABLE OF HITH5TANDIN0 A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/M) HITHOUT GONTAGTING THE GLASS AND
<br />HAVE A GROSS-SEGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (55 MM).
<br />2. GLAZING 36 INCHES (q14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING SURFACE.
<br />7. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A 5TAIRNAY HHERE THE GLAZING 15 LESS THAN
<br />36 INGHES (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN
<br />100 DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD GOMPLYINO WITH SECTION R312 AND THE PLANE OF
<br />THE GLASS 15 MORE THAN 18 INCHES (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRANIN05 BEFORE GON5TRUGTION BEGINS.
<br />DAN5G0 ENGINEERING, LLC, 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY
<br />DISGREPANGY BETHEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS,
<br />GONTRAGTOR5' BUILDING METHODS, AND THESE 51ONED AND SEALED DRANINOS MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION.
<br />ATTENTION: GHEMIGAL GHANGES IN PRE55URE TREATED HOODS
<br />AS OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUCED FOR
<br />RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRE55URE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEW PRE55URE TREATED HOODS USE GHEMIGALS THAT
<br />ARE GORRO51VE TO STEEL. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO 5ELEGT APPROPRIATE GONNEGTORS THAT RESIST CORROSION. FOR EXAMPLE, AGQ-C,
<br />AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (5BX) DOES NOT.
<br />NORST GASE DES I G N PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRG R301)
<br />INTERNAL PRE55URE COEFFICIENT= +/- 0.10 ENCLOSED BLDG)
<br />DE51GN WIND PRESSURE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE 15 ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (A51D PRESSURES)
<br />140 MPH + 25L P5F / - 34.3 PSF (END) UNLE55 NOTED ON FLOOR PLANS
<br />+ 25b P5F / - 21.1 PSF ( INTERIOR) UNLE55 NOTED ON FLOOR PLANS
<br />GARAGE DOORS (A51D PRESSURES)
<br />SINGLE Bxl + 22.3 P5F / - 25.3 PSF
<br />DOUBLE 16x1 + 21.4 P5F / - 23.8 PSF
<br />g.:�ssm
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<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineedng.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 W11H
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C' ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />©M19 LENNAR CORP,-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019- 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-REFERENCE TABLE
<br />VERSION NO. lri10, / 02.11.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390444
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SN
<br />
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