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5PEG I E I GATI ONS
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUGTURAL CONCRETE
<br />I. I. 2. ASGE5/AGI 530-13, TMS 402-16 4 A5CE(6/AGI 550.1-15, TM5 602-16
<br />SPECIFICATIONS FOR MASONRY 5TRUGTURE5.
<br />I. 1.5. ASTM G270-12a, G476-10, AND GciO-14 SPEGIFIGATIONS FOR MASONRY 5TRUGTURE5
<br />1. I. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. 1.6. "MANUAL OF STEEL GONSTRUGTION, ALLONABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AI5G)
<br />"DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />1.2. DESIGN :
<br />I. 2. I. AGI 515-14 BUILDING CODE REQUIREMENTS FOR STRUGTURAL CONCRETE
<br />I. 2. 2. ASGE5/AGI 530-13, TM5 402-I6 ff A5CE6/AGI 530.1-15, TM5 602-16
<br />5PEGIFIGATIONS FOR MASONRY 5TRUGTURE5.
<br />1. 2. 3. ASTM G270-12n, G476-10, AND GGO-14 5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5
<br />I. 2.. 4. NATIONAL DE516N 5PEGIFIGATIONS (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DESIGN SPEGIFIGATION5 (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />1.3. SHOP DRAW I NC S :
<br />I. 3. I. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE516N PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRANING5 HITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />1. 3. 2. ALL SHOP PRANIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF REGORD PRIOR TO
<br />THE COMMENCEMENT OF GON5TRUGTION.
<br />1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP PRANINC75 ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INCLUDE : PRAHINOS AND CALCULATIONS, REACTIONS AND BEARING
<br />POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS.
<br />2. DES I C N LOADS
<br />THIS STRUCTURE HAS BEEN DESIGNED IN AGGORDANGE HITH THE bth ED. (2017) FLORIDA
<br />BUILDING GODE, RESIDENTIAL
<br />BUILDING GATE60RY: II
<br />2. I. DEAD LOADS:
<br />ROOF
<br />TILE (TG=15P5F, BG=IOPSF) 25PSF
<br />ASPHALT SHINGLE (TC=7P5F, BC=IOPSF) 17PSF
<br />METAL (TC=IOPSF, BG=IOP5F) 20PSF
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25PSF
<br />CARPET OR HOOD 15FSF
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />20F5F
<br />FLOOR
<br />ONE- AND TWO-FAMILY DHELLIN05
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />50PSF
<br />OTHER
<br />40PSF
<br />EXTERIOR DEGK5
<br />SAME AS OGGUPANCY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 200LB
<br />LIVE LOAD REDUCTIONS
<br />PER CODE
<br />2. 3. ROOF SNOW LOPED DATA:
<br />GROUND SNON LOAD, Pg = N/A
<br />2. 4. WIND LOADS :
<br />BA51G HIND 5PEEP, V (3-SEG. OUST)
<br />140MPH (Vasd=108MPH)
<br />HIND EXPOSURE
<br />G
<br />INTERNAL PRESSURE GOEFFIGIENT
<br />V-0.18
<br />G 8 G DE51ON PRESSURE
<br />SEE PLAN
<br />HIND BORNE DEBRIS PROTECTION
<br />5HUTTER/IMPAGT GLASS
<br />2. 5. SEISMIC, DESIGN DATA:
<br />5EI5MIG IMPORTANCE FACTOR, 1,
<br />1.0
<br />5EISMIG RISK GATE60RY
<br />II
<br />MAPPED SRA, 55, 51
<br />N/A
<br />SITE GLASS
<br />A
<br />DESIGN 5RG, 5D5, 5D1
<br />N/A
<br />5EI5MIG DESIGN GATEGORY
<br />WA
<br />BA51G SFRS
<br />MASONRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC RESPONSE GOEFFIGIENT, G5
<br />WA
<br />RESPONSE MODIFICATION FACTOR, R
<br />N/A
<br />ANALY515 PROGEDURE
<br />ELF
<br />2. 6. FLOOD DESIGN DATA:
<br />DATUM NAVD88
<br />FLOOD ZONE "X"
<br />BASE FLOOD ELEVATION: WA
<br />LONE5T PROPOSED FLOOR ELEVATIONS N/A
<br />3. DEELEGTIONS:
<br />LIVE LOAD 1-/360
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4.1. RE I NFORG I NC STEEL
<br />4. I.
<br />I. REINFORGING STEEL SHALL BE ASTM A615/A615M-OG GRADE 40, f'y = 40 Ksi
<br />4. 1.2.
<br />LAP SPLICE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. 1.5.
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF
<br />EAGH BAR EXGEPT HHERE THE COVER DIMEN5ION 15 SHOWN TO THE FACE OF THE GONGRETE.
<br />4. 1.4.
<br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.5.
<br />REINFORCIN6 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. 1.
<br />6. DESIGN COVER REQUIREMENTS :
<br />G-I-P GONGRETE FORMED AGAINST EARTH 31,
<br />G-I-P GONGRETE EXPOSED TO EXTERIOR 211
<br />G-I-P GONGRETE NOT EXPOSED IV2"
<br />GROUT FILLED MASONRY : 5�4
<br />HELPED HIRE FABRIC (HHF): A1064/A1064M-16a
<br />4.
<br />1. 8. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 315-LATEST EDITION.
<br />4. 2. CONCRETE :
<br />MODULES OF
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DE51ON (FO
<br />ELASTICITY
<br />DESIGN (E)
<br />G-I-P GONGRETE (NORMAL NEI6HT)
<br />2,500 Psi
<br />2,850 Ksi
<br />G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO GO. ONLY
<br />3,000 Psl
<br />5,122 Ksi
<br />G-I-P GROUT
<br />5,000 Psl
<br />3,122 Ksi
<br />4. 2. 2.
<br />GONGRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE GONGRETE 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 GONSI5T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GONSTRUGTION JOINTS HILL BE PERMITTED
<br />4. 2. 5•
<br />METHOD OF GONGRETE FORMING, PLACEMENT AND GURING SHALL BE GONNUGTED IN
<br />AGGORDANGE HITH THE SPEGIFIGATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR HALKHAYS 8 DRIVEHAY5)
<br />3 1/2" MIN. THICKNESS 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 DE51ON MIX MAY BE USED I.L.O. HHF
<br />GONTRAGTORS D15GRETION.
<br />4. 2. -1.
<br />CONCRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE N/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />4.5. GONGRETE MASONRY :
<br />4.5. 1.
<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 G90-14, TYPE 11
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS d CAVITIES BELOH GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM
<br />4. 3. 5.
<br />METHOD OF GONGRETE MASONRY PLAGEMENT AND GONSTRUGTION SHALL BE
<br />GONNUGTED IN AGGORDANGE HITH THE 5PEGIFIGATION5 AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MA50NRY GON5TRUGTION.
<br />4. 3. 7.
<br />MASONRY ROUGH OPENING MAY VARY IN THE CROSS SECTION 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. STRUCTURAL LUMBER
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARING NALL5 5PF STUD OR BETTER, fb = 675 P51, E = 1200 K51
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,400K51
<br />4.4. 1.2.
<br />ALL FRAME HALLS TO BE GONSTRUGTED U51N6 SPF ,
<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. 5.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 4.
<br />IF 05B BOARD 15 TO BE USED IN PLACE 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 APPLICATION. HOOD IN
<br />GONTAGT HITH CONCRETE 15 TO REGEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP PRAHIN55 TO THE ENGINEER OF RECORD.
<br />4. 4.1.
<br />DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN AGGORDANGE HITH THE "DESIGN
<br />SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-14, BC51 2015
<br />4. 4. 8.
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOGATION5 WITHOUT HOOPEN TOP PLATES.
<br />4. 4. G.
<br />ALL EXTERIOR FRAME WALL SHALL LL BE 5TUGGO FINISH AND SHALL BE APPLIED IN STRICT
<br />A
<br />AGGORDANGE HITH THE FRG SECTION R703.7.2 AND HITH ASTM G926 INGLUDIN6 THE
<br />REFERENGE IN A5TM Gg26 5EGTION 8 TO SECTION X1.4.2 OF THE APPENDIX - 7/8" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYER5 (5/85" - 3/8" - I/8") OVER METAL LATH OVER HATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A HATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO THO
<br />LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY 5UGH THAT EACH LAYER PROVIDES A SEPARATE GONTINUOUS PLANE AND
<br />SHALL BE ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE HITH THE APPLICABLE BUILDING CODE AND MANUFACTURER'S
<br />SPEGIFIGATIONS. GURING TIME FOR 3-GOAT STUGGO, EAGH 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 50ONER THAN 7 DAYS AFTER THE
<br />APPLICATION OF THE 2ND GOAT. UNLESS APPLICATIONS INSTALLED IN AGGORDANGE HITH
<br />A5TM Gc126 INGLUDIN6 THE REFERENGE IN ASTM Cc12b 5EGTION 8 TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING 8 FRAMING SHALL GOMPLI' TO A5TM C 1063
<br />PER FLORIDA RESIDENTIAL CODE R703.7.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4
<br />4.5. FASTENERS AND TIE DOWNS :
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, GHANNELS : ASTM A36/36M 08 Fy = 36 K51
<br />ROUND METAL PIPE : A5TM 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 AGGE55ORIES SHALL CONFORM TO : Fy = 33KsiHITH GGO
<br />GALVANIZED GOATING IN AGGORDANGE HITH ASTM A525-cO.
<br />4. 5. 5.
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLOH5 : bd = 0.131", IOd = 0.148", 12d = 0.148", ibd = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-GORROSIVE GOATIN6 BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DONNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND 5PEGIFIGATIONS.
<br />4-. 5. 7.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPAGIN6 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 />GONGRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORGIN6 PRIOR TO OR WHILE PLAGIN6 GROUT.
<br />4. 5. G.
<br />P05T-IN5TALLED ANGHOR5 INTO CONCRETE
<br />1. P05T-INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE 5PEGIFIED ON THE
<br />CONSTRUCTION DOCUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANGHOR5 IN PLACE OF
<br />MISSING OR MISPLACED CAST -IN -PLACE ANGHOR5.
<br />2. CARE SHALL BE TAKEN IN PLAGIN6 POST -INSTALLED ANCHORS TO AVOID CONFLICTS
<br />WITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE HITH THE MANUFACTURER'S
<br />PRINTED INSTRUCTIONS (MPII).
<br />4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG HITH CALCULATIONS THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 GAPABLE OF ACHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT USING THE
<br />APPROPRIATE DE51ON PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING GODE.
<br />5. PROVIDE PERIODIC SPECIAL INSPECTION FOR THRESHOLD BUILDIN65 FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL.
<br />6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON STRONG -TIE AT (800) 9Gc1-50GG. GALL HILT[ AT (86(o) 445-8827.
<br />7. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI
<br />555.2 AND IGG-ES AGIG3 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INCLUDE:
<br />A) SGREN: 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 ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />555.4 AND IGG-ES AG305 FOR GRAGKED AND UNGRACKED CONCRETE RECOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 318-14 0.2.2. 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-SERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 50 DP.2.0. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INCLUDE:
<br />A) EPDXY: SIMP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D"
<br />B) FAST CURE: 51MP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST -INSTALLED ANCHORS INTO MASONRY
<br />1. MEGHANIGAL ANGHOR5 INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AGOI OR AG106.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INCLUDE:
<br />A) 5GREH: 51MP50N STRONG -TIE "TITEN-HP" OR HILTI "KNIK HU5-EZ"
<br />B) EXPANSION: SIMP50N STRONG -TIE "STRONG -BOLT 2" "HEDGE -ALL" OR HILTI
<br />"KHIK BOLT 3"
<br />2. ADHESIVE ANGHORS INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-ES A05b. PRE -APPROVED
<br />ADHESIVE ANGHORS INCLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE "SET-XP"
<br />B) FAST CURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70"
<br />3. ADHESIVE ANGHORS INSTALLED IN HOLLON CONCRETE MASONRY $ UNREINFORGED CLAY
<br />BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG58 OR AG60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 INCLUDE:
<br />A) SIMP50N STRONG -TIE "SET" OR HILTI "HIT-HY 70"
<br />4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS
<br />INSTALLED IN HOLLON CONCRETE MASONRY OR UNREINFORGED GLAY BRICK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFAGTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Fb = 2,G50 P51
<br />Ft = 1,850 P51
<br />Fr- = 500 P51 (PERPENDICULAR)
<br />Fr, = 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• -1. 2.
<br />FABRICATE AND ERECT ALL STRUGTURAL STEEL IN AGGORDANGE WITH A.I.5.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF STRUGTURAL
<br />STEEL FOR BUILDINGS".
<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 ELEGTRODE5, MINIMUM SIZE FILLET HELPS 3/I6", ANS
<br />CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.7. 6.
<br />HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE NEB STIFFENER
<br />PLATES ON EAGH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 7. T
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. SOIL:
<br />4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 PSF SOIL BEARING PRESSURE.
<br />GONTRAGTOR/OHNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE.
<br />4. b. 2. ALL SOIL 15 TO BE GLEAN 4 POISONED FOR TERMITES PER FBG 6TH EDITION (2017)
<br />RESIDENTIAL SECTIONS R318.1, R318.2, R318.3, ff R318.7
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />a SOIL GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROP05ED METHOD AND SUBMIT DOCUMENTATION, HHI
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />-IF CHEMICAL SOIL TERMITE TREATMENT 15 USED
<br />I.
<br />FBG 105.11- "A PERMANENT SIGN HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE
<br />PROVIDED. THE 516N SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC, PANEL"
<br />2.
<br />GONDENSATE AND ROOF DONNSPOUTS SHALL DISCHARGE AT LEAST I'-0" AWAY FROM
<br />THE BUILDING 51DE WALLS.
<br />3.
<br />IRRIGATION/SPRINKLER SYSTEMS INGLUDIN6 ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN 1'-0" OF THE BUILDING 51DE HALL.
<br />4.
<br />FBG R318.7 - IN ORDER TO PROVIDE FOR INSPECTION 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 INCHES (152 MM)
<br />EXCEPTIONS:
<br />I. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN g INCH (17.1 MM) THIGK
<br />ADHERED DIREGTLY TO THE MASONRY FOUNDATION 51DEHALL.
<br />2. AGGE55 OR VEHICLE RAMPS HHIGH RISE TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE WIDTH OF 5UGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) IN5PECTION SPACE ABOVE PATIO AND 6ARACE SLABS AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY
<br />MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY
<br />GONSTRUGTION ONLY.
<br />5. MA50NRY VENEERS CONSTRUCTED IN ACCORDANCE HITH SECTION R30.4.
<br />5.
<br />R318.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />GHEMIGAL SOIL TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLIN6 AND GOMPAGTION 15 COMPLETE.
<br />6.
<br />R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA DISTURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED HITH
<br />A GHEMIGAL SOIL TREATMENT INGLUDIN6 5PAGE5 BOXED OR FORMED.
<br />7.
<br />R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN
<br />GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING
<br />PLASTIC, OR METAL PERMANENTLY PLAGED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
<br />ANY PLANNED SOIL DISTURBANCE AFTER INITIAL GHEMIGAL 501L TREATMENT.
<br />8.
<br />R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGURS BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INGLUDIN6
<br />PLAGEMENT OF REINFORCING 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 501L.
<br />cf.
<br />R318.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CONCRETE 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.
<br />R318.1.6 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL
<br />SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE
<br />HITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE SIDENALL5. ALSO, A VERTICAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED,
<br />INGLUDIN6 INITIAL LANDSGAPING AND IRRIGATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11.
<br />R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH 5EGT10N
<br />R318.1.6 DO NOT APPLY; HOHEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION,
<br />MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE 155UE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE
<br />BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE
<br />INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />IF THE BAITING SYSTEM DIREGTIONS 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.
<br />R318.10 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 DIREGTION5 FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />13.
<br />R3I8.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDES, INGLUDIN6 SOIL APPLIED PE5TIGIDES, BAITING SYSTEMS, AND PESTICIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR U5E AS A PREVENTATIVE TREATMENT TO NEN GON5TRUGTION. SEE SECTION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTEGTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL BE ISSUED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
<br />FOLLONIN6 STATEMENT: "THE BUILDiN6 HAS REGEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN AGGORDANGE WITH
<br />RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER 5ERVIGES."
<br />14.
<br />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 IS USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED HITHIN THE
<br />SLAB USING A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15.
<br />R318.3 GLEANING. GELLS AND GAVITIES 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 MANUFAGTURED FOR GLOSIN6 GELL5 IN FOUNDATION
<br />GONGRETE MASONRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLACED IN GONGRETE
<br />MASONRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4. 8 .5. SOIL
<br />IS TO BE GOMPAGTED TO G5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-12el
<br />NOTE: BORATE
<br />APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR
<br />SENTRICON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR
<br />BOR-A-GOR" PRODUCT
<br />OR SYSTEM, 5ENTR GONMETHODS MUST BE DETERMINED AT PERMIT STAGE .
<br />I
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REG2U I RED SAFETY GLAZ I NO IN HAZARDOUS LOCATIONS
<br />56FETY GLAZING (RE: FRG R30&.4)
<br />R308.4 HAZARDOUS LOCATIONS. THE FOLLOHIN6 SHALL BE GON5IDERED 5PEGIFIG HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF 6LAZIN6:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5NINGING, SLIDING AND BIFOLD DOORS.
<br />EXCEPTIONS:
<br />I. GLAZED OPENINGS OF A SIZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE IS UNABLE TO PASS.
<br />2. DECORATIVE GLAZING.
<br />2. 6LAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO
<br />BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INCHES (1524 MM) ABOVE THE FLOOR OR HALKING 5URFAGE AND IT MEETS EITHER OF THE FOLLONIN6
<br />GONDITION5:
<br />I. WHERE THE GLAZING 15 HITHIN 24 INGHES (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 CLOSED
<br />POSITION AND HITHIN 24 INGHE5 (610 MM) OF THE HINGE SIDE OF AN IN-5HIN61NG DOOR.
<br />EXGEPTI ONS:
<br />I. DECORATIVE GLAZING.
<br />2. WHERE THERE IS AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE
<br />GLAZING.
<br />3. HHERE AGGE55 THROUGH THE DOOR IS TO A GL05ET OR 5TORA6E AREA 3 FEET (914 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY HITH SECTION 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 HINDOH THAT MEETS ALL OF THE FOLLOHIN6
<br />CONDITIONS:
<br />I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN 9 SQUARE FEET (0.836mz); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (c114 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE HALKING SURFACE ARE WITHIN 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 AGGE551BLE 51DE(5) OF
<br />THE GLAZING 34 TO 38 INCHES (546 TO cib5) ABOVE THE WALKING
<br />5URFAGE. THE RAIL SHALL BE CAPABLE OF HIT145TANDIN6 A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 Wm) WITHOUT CONTACTING
<br />THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING 6LA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 mm) OR MORE ABOVE 64?ADE, A ROOF, NALKIN6
<br />5URFAGES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.G7 RAD) OR HORIZONTAL) SURFACE
<br />ADJACENT TO THE GLASS EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INGLUDED ARE
<br />STRUGTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS.
<br />5. GLAZING IN NALL5, ENGLO5URE5 OR FENGES GONTAININ6 OR FAGIN6 HOT TUBS, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOHERS AND INDOOR OR OUTDOOR SWIMMING POOLS HHERE THE
<br />BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY
<br />ABOVE ANY STANDING OR HALKIN6 SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />TH15 SHALL APPLY TO SINGLE GLAZING AND EACH 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, 5PA, WHIRLPOOL OR SHIMMING POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />(q. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES M14 MM) ABOVE
<br />THE PLANE OF THE ADJACENT HALKING SURFACE OF STAIRWAYS, LANDINGS BETHEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTI ON5:
<br />I. HHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE SIDE(5) OF THE GLAZING 34 TO 38 INCHES (864 TO
<br />G(55 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE GAPABLE OF HITH5TANDIN6 A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT CONTACTING THE 6LA55 AND
<br />HAVE A GROSS -SECTIONAL HEIGHT OF NOT LESS THAN 1 1/2 INGHE5 (38 MM).
<br />2. GLAZING 36 INGHE5 (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING 5URFAGE.
<br />7. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LESS THAN
<br />36 INCHES (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN
<br />00 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF
<br />THE 6LA55 15 MORE THAN 18 INGHE5 (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE GON5TRUGTION BEGINS.
<br />DAN5GO ENGINEERING, LLG IS RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY
<br />DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DE5IGN PROFESSIONALS' SHOP DRAWINGS,
<br />GONTRAGTORS' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWINGS MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION.
<br />ATTENTION: GHEMIGAL GHANOE5 IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 315T, 2005, GHROMATED COPPER ARSENATE (GGA-G) WILL NO LONGER BE PRODUCED FOR
<br />RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED HOODS USE GHEMIGALS THAT
<br />ARE GORROSIVE TO STEEL. IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO SELECT APPROPRIATE GONNEGTORS THAT RES15T CORROSION. FOR EXAMPLE, AGQ-G,
<br />AGO-D, GBA-A, OR GA-B, REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (55X) DOES NOT.
<br />HORST GASE DES I CcN PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRG R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.10 ENCLOSED BLDG)
<br />DESIGN WINID 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 / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS
<br />GARAGE DOORS (ASD PRESSURES)
<br />SINGLE 130 + 223 PSF / - 25.3 PSF
<br />DOUBLE 16x7 + 21.4 PSF / - 23.8 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 />wvvw.danscoengineering.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 12017) 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 />©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-REFERENCE TABLE
<br />VERSION 40 1�03. j 02.1 1.19
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<br />SH\\EET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390442
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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