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5PEG I P I GAT I ONS
<br />I. I. GONSTRUGTION
<br />I. I. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE
<br />I. I. 2. A5GE5/AGI 530-13, TM5 402-16 4 A5GE6/AGI 530.1-13, TM5 602-16
<br />5PEGIFIGATIONS FOR MA50NRY 5TRUGTURE5.
<br />I. I. 3. A5TM G210-12a, G416-10, AND CGO-14 SPEGIFIGATION5 FOR MASONRY STRUGTURE5
<br />I. I. 4. NATIONAL DESIGN 5PEGIFIGATIONS (ND5) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />1. I. 5. FLORIDA RE51DENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2011)
<br />I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AI56)
<br />I. I. 1. "DESIGN SPECIFIGATION FOR LIGHT METAL PLATE CONNEGTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />1.2. DE51ON :
<br />I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL GONGRETE
<br />I. 2. 2. A5GE5/AGI 530-13, TM5 402-16 4 ASGE6/AGI 530.1-13, TM5 602-16
<br />SPEGIFIGATION5 FOR MA50NRY 5TRUGTURE5.
<br />I. 2. 3. A5TM G210-12a, G416-10, AND Gg0-14 5PEGIFIGATIONS FOR MA50NRY STRUGTURE5
<br />1. 2. 4. NATIONAL DE51ON 5PECIFIGATION5 (11405) FOR HOOD GO145TRUGTION, 2015 EDITION, AND ALL
<br />AGCOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DE51ON 5PEGIFIGATION5 (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING GODE (FBG), bth EDITION (2011)
<br />I. 3.
<br />HOP DRANIN65
<br />1.5.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAHIN65 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF CONSTRUCTION.
<br />I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INGLUDE : DRAWINGS AND GALGULATION5, REAGTION5 AND BEARING
<br />POINTS, BRAGING REQUIREMENTS, AND GONNEGTIONS TO SUPPORTING TRU55 MEMBERS.
<br />2. DES 1(5N LOADS
<br />THI5 5TRUGTURE HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th ED. (2011) FLORIDA
<br />BUILDING CODE, RE51DENTIAL
<br />BUILDING GATEGORY: II
<br />2.1. DEAD LOADS:
<br />ROOF
<br />TILE (TG=15P5F, BG=IOP5F) 25P5F
<br />ASPHALT SHINGLE (TC=1P5F, BC=IOP5F) I1P5F
<br />METAL (TG=IOPSF, BG=IOP5F) 20P5F
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25P5F
<br />GARPET OR WOOD 15P5F
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />20PSF
<br />FLOOR
<br />ONE- AND TWO-FAMILY DWELLINGS
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />30P5F
<br />OTHER
<br />40P5F
<br />EXTERIOR DEGK5
<br />SAME AS OGGUPANGY SERVED
<br />RAILING - NONCONCURRENT
<br />50PLF OR 2001-5
<br />LIVE LOAD REDUCTIONS
<br />PER CODE
<br />2. 3_ ROOF 5NON LOAD DATA:
<br />GROUND SNOW LOAD, Pg = N/A
<br />2. 4.. HIND LOADS:
<br />BA51G WIND SPEED, V (3-5EG. GUST) 140MPH (Vasd=IO&MPH)
<br />WIND EXPOSURE C
<br />INTERNAL PRE55URE GOEFFIGIENT +/-0.18
<br />G Q G DE51ON PRESSURE SEE PLAN
<br />HIND BORNE DEBRIS PROTECTION 5HUTTER/IMPAGT GLA55
<br />2. 5. SEISMIC DE51ON DATA:
<br />SEISMIC, IMPORTANCE FACTOR, 1,
<br />1.0
<br />SEISMIC, R15K CATEGORY
<br />11
<br />MAPPED 5RA, 55, 51
<br />N/A
<br />51TE GLASS
<br />A
<br />DE51ON 5RG, 5D5, 501
<br />N/A
<br />SEISMIC DESIGN GATEC70RY
<br />WA
<br />BASK 5FR5
<br />MASONRY HALLS
<br />DE515N BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC RESPONSE GOEFFICIENT, G5
<br />N/A
<br />RESPONSE MODIFICATION FAGTOR, R
<br />N/A
<br />ANALY515 PROGEDURE
<br />ELF
<br />2. 6. FLOOD DESIGN DATA:
<br />DATUM NAVD88
<br />FLOOD ZONE W.
<br />BASE FLOOD ELEVATION: N/A
<br />LOWEST PROP05EP FLOOR ELEVATIONS 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. I. REINFORCING STEEL SHALL BE A5TM A615/A615M-Oq GRADE 40, f'y = 40 K51
<br />4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF
<br />EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HOHN TO THE FACE OF THE CONCRETE.
<br />4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. I. 5. REINFORCING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF REGORP,
<br />4. 1.6. DESIGN COVER REQUIREMENTS :
<br />G-I-P CONCRETE FORMED AGAINST EARTH : 3"
<br />G-I-P CONCRETE EXP05ED TO EXTERIOR : 2"
<br />G-1-P GONGRETE NOT EXP05ED 1y211
<br />GROUT FILLED MASONRY : 5/4
<br />WELDED HIRE FABRIC, (HHF): A1064/A1064M-16a
<br />4.1. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION.
<br />4. 2. GONGRETE :
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DE515N 0'0
<br />MODULES OF
<br />ELASTICITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 Pet
<br />2,850 K5I
<br />G-I-P GONGRETE (NORMAL HEIGHT) HERNANDO GO. ONLY
<br />3,000 P5I
<br />3,122 K51
<br />G-I-P GROUT
<br />3,000 P51
<br />5,122 K5I
<br />4. 2. 2.
<br />GONGRETE SHALL GON515T OF I" MAXIMUM AGGREGATE GONGRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 1" AT TIME OF PLACEMENT. SEE 5PECIFIGATION5 FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL GON515T OF PEA ROCK (3/5" MAXIMUM AGGREGATE) GONGRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GONSTRUCTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLAGEMENT AND CURING SHALL BE CONDUCTED IN
<br />AGGORDANGE WITH THE 5PEGIFIGATION5 AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS 4 DRIVEHAY5)
<br />3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 WWF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF
<br />GONTRAGTOR5 PISGRETION,
<br />4. 2. 1.
<br />GONGRETE PLAGEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE W/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />4.3. CONGRETE MA50NRY :
<br />4. 3. 1.
<br />FILLED GELL5 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 GELL5 4 GAVITIE5 BELOW GRADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 F' 1 MINIMUM
<br />4. 3. 5.
<br />METHOD OF CONCRETE MA50NRY PLAGEMENT AND G0145TRUGTION SHALL BE
<br />GONDUGTED IN AGGORDANGE WITH THE 5PEGI1FIGATION5 AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION.
<br />4. 3. 1.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GROSS 5EGTION PIMEN51ON OR ELEVATION
<br />DIMENSION SPEGIFIEP ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER 5EGTION RbO6.3.1.1
<br />4.4. STRUGTURAL LUMBER :
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 615 P51, E = 1200 Ksl
<br />ALL EXTERIOR FRAMING SPF #2 OR BETTER, fb = 815 P51, E = 1,40OKS1
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE GON5TRUGTED U51NO 5PF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERA15E
<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 APPLIGATIONS SUCH AS SUB FLOORING AND
<br />SHEAR WALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 4.
<br />IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR
<br />GREATER SEGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY 5TRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />GONTAGT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4.4.6.
<br />HHEN PRE ENGINEERED TRUSSES ARE GALLEP FOR ON THE PLANS THE
<br />MANUFAGTURER IS TO SUBMIT SHOP DRAWING5 TO THE ENGINEER OF RECORD.
<br />4. 4. 1.
<br />DESIGN, FABRICATE AND EREGT WOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN
<br />5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE
<br />ANSI/TPI 1-14, BC51 2013
<br />4. 4. 8.
<br />UNTREATED WOOD SHALL NOT BE IN DIREGT CONTACT WITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME WALLS SHALL BE 5TUGGO FIN15H AND SHALL BE APPLIED IN 5TRIGT
<br />L
<br />AGGORDANCE WITH THE FRG 5EGTION R1033.2 AND HITH A5TM Gg26 INCLUDING THE
<br />REFERENGE IN ASTM Gg26 SECTION 8 TO 5EGTION XI.4.2 OF THE APPENDIX -1/a" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYER-5 (3/8" - 3/8" - 1/6") OVER METAL LATH OVER HATER
<br />RES15TIVE BARRIER. THE HATER RE515TIVE BARRIER SHALL INCLUDE A WATER-RE515TIVE
<br />VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO
<br />LAYERS OF GRAPE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY SUCH THAT EAGH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND
<br />SHALL BE ATTACHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE WITH THE APPLICABLE BUILDING GODE AND MANUFACTURER'S
<br />SPECIFICATIONS. GURING TIME FOR 3-GOAT 5TUGGO, 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 15T
<br />GOAT. THE FINISH GOAT SHALL NOT BE APPLIED 50ONER THAN 1 DAYS AFTER THE
<br />APPLICATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN AGGORDANGE WITH
<br />ASTM Gg26 INGLUDIN6 THE REFERENGE IN A5TM Gg26 SECTION 8 TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING 6 FRAMING SHALL COMPLY TO ASTM G 1063
<br />PER FLORIDA RESIDENTIAL GODE R103.1.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED WOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AHPA M 4
<br />4. 5. FASTENERS AND TIE DONN5 :
<br />4. 5. I.
<br />FASTENERS AND TIE DOHN5 SHALL GON515T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 Fy = 36 Ksl
<br />ROUND METAL PIPE : A5TM A53/A53M-12, GRADE B Fy = 35 Ksl
<br />SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 461<51
<br />HIGH STRENGTH 5OLT5 : A5TM A325-14
<br />MAGHINE BOLTS : GALVANIZED A5TM A301-12
<br />4. 5. 2.
<br />SHEET METAL AGGE55ORIE5 SHALL CONFORM TO : Fy = 33KsIHITH GqO
<br />GALVANIZED GOATING IN AGGORDANGE WITH ASTM A525-13.
<br />4. 5. 3.
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : 8d = 0.131", IOd = 0.145", 12d = 0.148", Ibd = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DOHN5 EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO REGEIVE AN ANTI-GORRO5IVE COATING BY MANUFAGTURER
<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 DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATIONS.
<br />4. 5. 1.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE GONGRETE, SPACING AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. 8.
<br />GONCRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORGING PRIOR TO OR WHILE PLAGING GROUT.
<br />4. 5. q.
<br />P05T-INSTALLED ANGHOR5 INTO GONGRETE
<br />I. POST -INSTALLED ANGHOR5 SHALL ONLY BE USED HHERE SPECIFIED ON THE
<br />GONSTRUGTION DOGUMENT5. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN560
<br />ENGINEERING, LLG PRIOR TO INSTALLING P05T-IN5TALLED ANGHOR5 IN PLAGE OF
<br />MISSING OR M15PLAGED CAST-IN-PLAGE ANCHORS.
<br />2. CARE SHALL BE TAKEN IN PLAGING P05T-INSTALLED ANCHORS TO AVOID CONFLIGT5
<br />WITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE WITH THE MANUFACTURER'5
<br />PRINTED INSTRUCTIONS (MPII).
<br />4. SUBSTITUTION REQUE5T5 FOR PRODUGT5 OTHER THAN THOSE SPECIFIED BELOW SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH GALGULATION5 THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 GAPABLE OF ACHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT USING THE
<br />APPROPRIATE DESIGN PROGEDURE AND/OR STANDARO(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />I N R THRESHOLD BUILDING5 FOR ALL ADHESIVE
<br />5. PROVIDE PERIODIC SPECIAL INSPECTION FOR RE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'5 FLORIDA PRODUCT APPROVAL.
<br />6. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHOR5 AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON 5TRONG-TIE AT (800) qqq-50gq. GALL HILTI AT (866) 445-8821.
<br />1. MEGHANIGAL ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGCORDANGE HITH AGI
<br />355.2 AND IGG-E5 AGIC13 FOR GRAGKED AND UNCRACKED CONCRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE:
<br />A) 5GREH: SIMPSON 5TRONG-TIE "TITEN-HD" OR HILTI "KHIK HUS-EZ"
<br />B) EXPANSION: 5IMP50N 5TRONG-TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ"
<br />8. ADHESIVE ANCHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI
<br />355.4 AND IGG-E5 AG308 FOR CRACKED AND UNGRAGKED GONGRETE REGOGNITION.
<br />APHE51VE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 515-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION,
<br />ADHESIVES SHALL HAVE MAX. IN-SERVICE SHORT-TERM TEMPERATURE OF 150°F, AND
<br />MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 318 D.g.2.1). PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: 5IMP50N 5TRONG-TIE "SET-XP" OR HILTI "HIT -RE 500-5D"
<br />B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10,
<br />P05T-IN5TALLED ANGHOR5 INTO MASONRY
<br />I. MEGHANIGAL ANGHOR5 INSTALLED IN 50LID-GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AGOI OR AGIO6.
<br />PRE -APPROVED MEGHANIGAL AN6HOR5 INGLUDE:
<br />A) 5GREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ"
<br />B) EXPANSION: SIMP50N 5TRON5-TIE "STRONG -BOLT 2", "HEDGE -ALL" OR HILTI
<br />"KWIK BOLT 3"
<br />2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE
<br />BEEN QUALIFIED FOR U5E IN AGGORDANGE WITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANGHOR5 INGLUDE:
<br />A) EPDXY: SIMPSON 5TRONG-TIE "5ET-XP"
<br />B) FAST CURE: 5IMP50N 5TRONG-TIE "AT-XP" OR HILTI "HIT-HY 10"
<br />3. ADHE51VE ANGHOR5 INSTALLED IN HOLLOW CONCRETE MASONRY 4 UNREINFORGED GLAY
<br />BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5
<br />AG58 OR AC60, RE5PEGTIVELY. PRE -APPROVED ADHESIVE ANGHORS INGLUDE:
<br />A) 5IMP50N 5TRON6-TIE "SET" OR HILTI "HIT-HY 10"
<br />4. THE APPROPRIATE 56REEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5
<br />INSTALLED IN HOLLOW GONCRETE MASONRY OR UNREINFORGED CLAY BRIGK MA50NRY
<br />AS REQUIRED BY THE ADHE51VE MANUFAGTURER.
<br />4. 6. MIGRO-LAM LUMBER:
<br />4. 6. I.
<br />MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,g50 PSI
<br />Ft = 1850 P51
<br />Fc = 500 P51 (PERPENDICULAR)
<br />Fc = 2300 (PARALLEL)
<br />4.1. STEEL:
<br />Fv = 285 P51
<br />4. 1. 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 5TRUGTURAL STEEL IN AGGORDANGE WITH A.I.5.G.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />STRUCTURAL STEEL: A5TM A36/36M 05.
<br />4. 1. 4.
<br />STEEL TUBING: ASTM A500-10, GRADE B.
<br />4. 1. 5•
<br />WELDED GONNEGTION5: EIOXX ELEGTRODE5, MINIMUM 51ZE FILLET HELD5 3/16", AH5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4. 1. 6.
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EAGH 51DE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE GENTER LINE OF THE TUBE COLUMN.
<br />4. 1. 1•
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. 501L:
<br />4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 P5F 501L BEARING PRESSURE,
<br />CONTRACTOR/OWNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE.
<br />4. 8. 2. ALL SOIL IS TO BE GLEAN 4 POISONED FOR TERMITES PER FBG 6TH EDITION (2011)
<br />RESIDENTIAL 5EGTIONS R318.1, R318.2, R316.3, 8 R318.1
<br />TERMITE PROTECTION -
<br />PLANS MUST 5PEG I FY TYPE OF TERMITE TREATMENT
<br />• SOIL GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROPOSED METHOD AND SUBMIT DOCUMENTATION, NHI
<br />SUBSTANTIATES THE PROP05ED METHOD, 15 AN APPROVED TERMITE PROTEGTION SYSTEM
<br />OR METHOD.
<br />IF CHEMICAL 501L TERMITE TREATMENT 15 USED
<br />I.
<br />FBG 105.11- "A PERMANENT SIGN HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-IN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE
<br />PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC, PANEL"
<br />2.
<br />6ONDEN5ATE AND ROOF DOHN5POUT5 SHALL DISCHARGE AT LEAST 1'-0" AHAY FROM
<br />THE BUILDING 51DE HALLS.
<br />3.
<br />IRRIGATION/5PRINKLER SYSTEMS INGLUDIN6 ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE HALL.
<br />4.
<br />FBG R3153 - IN ORDER TO PROVIDE FOR IN5PEGTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETWEEN EXTERIOR HALL GOVERNNNS AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LESS THAN 6 INCHES (152 MM)
<br />EXCEPTION5:
<br />I. PAINT OR DECORATIVE GEMENTITIOUS FINISH LESS THAN j INCH (Il.1 MM) THICK
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEHALL.
<br />2. ACGE55 OR VEHICLE RAMPS WHICH R15E TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE HITTH OF 5UGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPEGTION SPACE ABOVE PATIO AND GARAGE 5LAB5 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 />GON5TRUCTION ONLY.
<br />5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE WITH SECTION R318.4.
<br />5.
<br />R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />GHEMIGAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION 15 COMPLETE.
<br />6.
<br />R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA DISTURBED AFTER INITIAL CHEMICAL 501L TREATMENT SHALL BE RETREATED HITH
<br />A CHEMICAL 501L TREATMENT INGLUDIN6 5PAGE5 BOXED OR FORMED.
<br />1.
<br />R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE 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 PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
<br />ANY PLANNED 501L 015TURBANGE AFTER INITIAL CHEMICAL 501L TREATMENT.
<br />8.
<br />R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTEGT AGAINST RAINFALL DILUTION. IF RAINFALL OGGUR5 BEFORE
<br />VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INCLUDING
<br />PLAGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL BE DONE IN 5UGH MANNER AS TO AVOID
<br />PENETRATING OR 015TURBING TREATED SOIL.
<br />q.
<br />R318.1.5 IF 501L 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 501L TREATMENT, TO
<br />ENHANCE VERTICAL PENETRATION OF THE GHEMIGAL5.
<br />10.
<br />R318.lb IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, GHEMIGAL
<br />501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR GONGRETE OF GRADE
<br />WITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE 51DEHALL5. ALSO, A VERTICAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 GOMPLETED,
<br />INGLUDIN6 INITIAL LANIPSGAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE GHEMIGAL VERTIGAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11.
<br />R318.11 IF A RE615TERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION
<br />R31b.lb DO NOT APPLY; HOWEVER, A SIGNED GONTRAGT ASSURING THE INSTALLATION,
<br />MAINTENANGE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE ISSUE OF THE GERTIFIGATE OF OGGUPANCY 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 DIRECTIONS FOR US REQUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PE5TIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE COMPONENTS SHALL BE DEEMED TO GON5TITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12.
<br />R318.1.8 IF A REC715TERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
<br />TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R31b.1.1
<br />THROUGH R31,5 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.
<br />R318.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY RE(515TERED
<br />TERMITIGIDE5, INGLUDIN6 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTIGIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE A5 A PREVENTATIVE TREATMENT TO NEW GON5TRUGTION. SEE 5EGTION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLIGATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A GERTIFIGATE OF GOMPLIANGE SHALL BE ISSUED TO THE
<br />BUILDING DEPARTMENT BY THE LIGEN5ED PEST GONTROL GOMPANY THAT CONTAINS THE
<br />FOLLOWIN6 STATEMENT: "THE BUILDING HAS REGEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH
<br />RULES AND LAH5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF AORIGULTURE AND
<br />CONSUMER SERVICES."
<br />14,
<br />R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIAL. IF
<br />501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM HALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SEALED WITHIN THE
<br />SLAB U51NG A NON-GORRO51VE GLAMPING DEVIGE TO ELIMINATE THE ANNULAR SPACE
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15.
<br />R318.3 GLEANING. GELL5 AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER
<br />CELLULO5E-CONTAINING MATERIAL PRIOR TO GONGRETE PLAGEMENT.
<br />EXCEPTION: INORGANIC, MATERIAL MANUFAGTURED FOR CLOSING CELLS IN FOUNDATION
<br />CONCRETE MASONRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PLAGED IN CONCRETE
<br />MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />4. 8 .3. 501L
<br />15 TO BE GOMPAGTED TO q5% MODIFIED PROCTOR A5 DEFINED BY A5TM D 1551-12el
<br />NOTE: BORATE
<br />APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR
<br />5ENTRICON 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 5ENTRIGON SYSTEM, METH005 MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPO5E5 UNTREATED PORTIONS OF
<br />WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REG2U I RED SAFETY C LAZ I NO IN HAZARDOU5 LOCATIONS
<br />5AFErr QLAZIN6 (RE: FRG R308.4)
<br />R308.4 HAZARDOUS LOGATION5. THE FOLLOWING SHALL BE GONSIDERED 5PEGIFIG HAZARDOUS LOGATION5
<br />FOR THE PURPOSES OF GLAZING:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SHIN6IN6, SLIDING AND BIFOLD DOORS.
<br />EXGEPTI ON5:
<br />1. GLAZED OPENINGS OF A SIZE THROUGH HHIGH A 3-INGH DIAMETER (1(2 mm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DEGORATIVE GLAZING.
<br />2. GLAZING 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 WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWIN6
<br />GONDITIONS:
<br />I. HHERE THE GLAZING 15 WITHIN 24 INGHE5 (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A CLOSED POSITION.
<br />2. HHERE THE GLAZING 15 ON A HALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />P051TION AND HITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-51HINGING DOOR.
<br />EXGEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. WHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE
<br />GLAZING.
<br />3. WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (q14 MM) OR LESS 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 WINDOW THAT MEETS ALL OF THE FOLLOWING
<br />GONDITION5:
<br />I. THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN g SQUARE FEET (0.836W); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 18 INCHES (45-7 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES M14 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE WALKING SURFACE ARE HITHIN 36 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 ACCESSIBLE 51DE(5) OF
<br />THE GLAZING 34 TO 38 INGHE5 (B46 TO q65) ABOVE THE HALKIN6
<br />SURFACE. THE RAIL SHALL BE GAPABLE OF HITH5TANDIN5 A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (750 Wm) WITHOUT GONTAGTIN6
<br />THE CLASS AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS 5EGTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, HALKIN6
<br />SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (OA-7 RAP) OR HORIZONTAL) SURFACE
<br />ADJAGENT TO THE GLASS EXTERIOR.
<br />4. ALL GLAZING IN RAILING5 REGARDLE55 OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE
<br />5TRUGTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGL05URE5 OR FENCES GONTAINING OR FAGING HOT TUBS, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR 5HIMMIN6 POOLS WHERE THE
<br />BOTTOM EXP05ED 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 />THIS SHALL APPLY TO SINGLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN bO INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, HHIRLPOOL OR SHIMMING POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES (6114 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT HALKIN6 SURFACE OF 5TAIRHAY5, LANVINC75 BETWEEN FLI6HT5 OF STAIRS
<br />AND RAMPS SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />I. WHERE A RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 38 INGHE5 064 TO
<br />q65 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE GAPABLE OF HITH5TANDIN6 A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT GONTAGTING THE GLASS AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (38 MM).
<br />2. GLAZING 36 INCHES M14 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKING SURFACE.
<br />1. GLAZING ADJAGENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING 15 LESS THAN
<br />3(b INCHES M14 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARC, LE55 THAN
<br />180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE GLAZING 15 PROTEGTED BY A GUARD GOMPLYING 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 CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAHIN65 BEFORE CONSTRUCTION BE61N5.
<br />DAN5G0 ENGINEERING, LLG IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY
<br />DI5GREPANGY BETWEEN FIELD GONDITION5, OTHER DE51611N PROFE5510NAL6 SHOP DRAHIN65,
<br />GONTRAGTOR5' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DE51ON SOLUTIONS, INC. PRIOR TO THE GOMMENGEMENT OF CONSTRUCTION.
<br />ATTENTION: GHEMIGAL GHANGE5 IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 3I5T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR
<br />RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRE55URE TREATED WOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLACE GGA-6. MANY OF THE NEW PRESSURE TREATED HOODS USE CHEMICALS THAT
<br />ARE CORROSIVE TO STEEL. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AGQ-G,
<br />AGQ-D, GBA-A, OR GA-5 REQUIRE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT SODIUM
<br />BORATE (55X) DOES NOT.
<br />NORST GASE DES 1 C N PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />DESIGN WIND PRESSURE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />x END ZONE IS ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (ASD PRESSURES)
<br />140 MPH + 25b PSF / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25.6 PSF / - 21.1 PSF ( INTERIOR) UNLESS NOTED ON FLOOR PLANS
<br />GARAGE DOORS (ASD PRESSURES)
<br />SINGLE 9x1 + 223 PSF / - 253 PSF
<br />DOUBLE 1(ox1 + 21.4 PSF / - 23B PSF
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813,645.9698
<br />www.danscoenginee6ng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEERS
<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 VAUD FOR 12 MONTHS
<br />AFTER THE DATE R IS SIGNED ANDSEALE).
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />0=19 LENNAR CORP -THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUR WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />C12019 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CUENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />_DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1,01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01,09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02 11 19
<br />1 03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSINNOi<1.Wj
<br />, ] 1.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390440
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />SIN
<br />
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