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SPEGIFIGATIONS
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 318-14 BUILDING GODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />I. 1.2. ASGE5/AGI 550-15, TMS 402-I6 $ ASGE6/AGI 530.1-13, TMS 602-16
<br />SPEGIFIGATION5 FOR MASONRY STRUCTURE5.
<br />I. 1.5. ASTM G270-12a, G476-10, AND GGO-14 SPEGIFIGATION5 FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DESIGN SPEGIFIGATIONS (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYING SUPPLEMENTS.
<br />I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. I. 6. "MANUAL OF STEEL GONSTRUGTION, ALLOWABLE STRESS DESIGN", BY THE AMERIGAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AI5G)
<br />I. I. 7.
<br />"DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />1.2. DESION :
<br />I. 2. I.
<br />AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL GONGRETE
<br />1.2.2.
<br />A5GE5 AGI 550-13 TMS 402-16 6 A5GE6 AGI 550.1-13 TMS 602-16
<br />5PEGIFIGATION5 FOR MASONRY 5TRUGTURE5.
<br />I. 2. 3.
<br />ASTM G270-12a, G476-10, AND GGO-14 SPEGIFIGATION5 FOR MASONRY 5TRUCTURES
<br />I. 2. 4.
<br />NATIONAL DESIGN SPEGIFIGATION5 (ND5) FOR WOOD GON5TRUGTION, 2015 EDITION, AND ALL
<br />ACGOMPANYING SUPPLEMENTS.
<br />I. 2. 5.
<br />PLYWOOD DESIGN SPEGIFIGATIONS (APA)
<br />I. 2. 6.
<br />FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. 3. SHOP
<br />DRAW 1 NC S :
<br />1.5. I.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2.
<br />ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GON5TRUGTION.
<br />I. 3. 3.
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INGLUDE : DRAWINGS AND GALGULATIONS, REAGTIONS AND BEARING
<br />POINTS, BRAGING REQUIREMENT5, AND GONNEGTION5 TO SUPPORTING TRUSS MEMBERS.
<br />2. DE51 C N LOADS
<br />THIS 5TRUGTURE
<br />HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th ED. (2017) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />BUILDING CATEGORY: II
<br />2. I. DEAD
<br />LOADS:
<br />ROOF
<br />TILE (TG=15P5F, BG=IOP5F)
<br />25PSF
<br />ASPHALT SHINGLE (TG=7P5F, BG=IOP5F)
<br />17PSF
<br />METAL (TG=IOP5F, BG=IOP5F)
<br />20P5F
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED)
<br />25P5F
<br />CARPET OR WOOD
<br />15P5F
<br />2. 2. LIVE LOADS
<br />ROOF
<br />20P5F
<br />FLOOR
<br />ONE- AND THO-FAMILY DWELLINGS
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOP5F
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20PSF
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />50PSF
<br />OTHER
<br />40PSF
<br />EXTERIOR DEGK5
<br />SAME AS OGGUPANGY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 200LB
<br />LIVE LOAD REDUGTION5
<br />PER CODE
<br />2. 3. ROOF SNOW LOAD DATA:
<br />GROUND SNOW LOAD, Pg = N/A
<br />2. 4. WIND LOADS :
<br />BASIC, WIND SPEED, V (3-SEG. GUST)
<br />140MPH (Va5d=108MPH)
<br />WIND EXPOSURE
<br />G
<br />INTERNAL PRESSURE GOEFFIGIENT
<br />G 8 G DE51ON PRESSURE
<br />SEE PLAN
<br />WIND BORNE DEBRIS PROTECTION
<br />5HUTTER/IMPAGT GLA55
<br />2. 5. 5EI5MIG DE51ON DATA:
<br />SEISMIC, IMPORTANGE FACTOR, le 1.0
<br />SEISMIC, R15K GATEGORY II
<br />MAPPED SRA, 55, 51 N/A
<br />51TE GLASS A
<br />DESIGN SRG, 5D5, 5D1 N/A
<br />SEISMIC, DE51ON GATEGORY WA
<br />BASIC, SFR5 MASONRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED) N/A
<br />SEISMIC, RESPONSE GOEFFIGIENT, G5 N/A
<br />RESPONSE MODIFICATION FACTOR, R N/A
<br />ANALYSIS PROCEDURE ELF
<br />2. 6. FLOOD DE51ON DATA:
<br />DATUM NAVD88
<br />FLOOD ZONE 1XII
<br />BASE FLOOD ELEVATION: N/A
<br />LOWEST PROPOSED FLOOR ELEVATIONS N/A
<br />3. DEELEGTIONS:
<br />LIVE LOAD L/360
<br />TOTAL LOAD L/240
<br />4. MATERIALS
<br />4.1. RE I NFORG I NC STEEL
<br />4. I. I. REINFORGING STEEL SHALL BE ASTM A615/A(615M-01`I GRADE 40, Fy = 40 Ksl
<br />4. 1.2. LAP SPLIGE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15"
<br />4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGING ARE TO THE CENTERLINE OF
<br />EACH BAR EXGEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE GONGRETE.
<br />4. 1.4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.5. 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. 6. DESIGN COVER REQUIREMENT5 :
<br />G-1-P GONGRETE FORMED AGAINST EARTH : 51,
<br />G-1-P CONCRETE EXPOSED TO EXTERIOR : 2"
<br />G-1-P GONGRETE NOT EXPOSED V2"
<br />GROUT FILLED MASONRY : 314u
<br />4. L 7. HELPED HIRE FABRIC, (WWF): A1064/A1064M-16a
<br />4. I. 8. DETAIL REINFORCEMENT IN AGGORDANGE WITH AGI 315-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />4.2. 1.
<br />GONGRETE TYPE
<br />MIN. 25 DAY
<br />DESIGN (f'c)
<br />MODULES OF
<br />EL_A5TIGITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,650 Ksi
<br />G-I-P GONGRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
<br />5,000 Psi
<br />3,122 Ksi
<br />G-1-P GROUT
<br />1 5,000 Psi
<br />1 3,122 Ksi
<br />4. 2. 2.
<br />CONCRETE SHALL GON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL GON515T OF PEA ROCK (3/0" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPEGIFIGATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />GONSTRUGTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF GONGRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLAB5 (EXGLUDING EXTERIOR WALKWAYS 8 DRIVEWAYS)
<br />3 1/2" MIN. THIGKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 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. WWF
<br />GONTRAGTORS DISGRETION.
<br />4. 2. 7.
<br />CONCRETE PLACEMENT PRAGTIGE5 SHALL BE IN AGGORDANGE H/ ALL
<br />AGI- MGP 201-7 STANDARDS.
<br />4.3. CONCRETE MASONRY :
<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 ASTM GGO-14, TYPE 11
<br />NON-MO15TURE GONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS 6 GAVITIE5 BELOW GRADE WILL BE FILLED H/ CONCRETE IN ALL STEM WALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
<br />4. 3. 5.
<br />METHOD OF GONGRETE MASONRY PLACEMENT AND GONSTRUGTION SHALL BE
<br />GONDUGTED IN AGGORDANGE WITH THE 5PEGIFIGATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION.
<br />4. 5.7.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GRO55 5EGTION DIMENSION OR ELEVATION
<br />DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER 5EGTION R606.3.1.1
<br />4.4. STRUGTURAL LUMBER
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARING WALLS 5PF STUD OR BETTER, fb = 675 PSI, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 575 PSI, E = 1,40OKSI
<br />4.4. 1.2.
<br />ALL FRAME WALLS TO BE GONSTRUGTED USING 5PF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERWISE
<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 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 PLAGE OF PLYWOOD 15 TO HAVE SIMILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUCTURAL LUMBER T ED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />OBE U5
<br />GONTACT WITH CONCRETE 15 TO REGEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />WHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFAGTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />4. 4. 7.
<br />DESIGN, FABRIGATE AND EREGT WOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN
<br />SPEGIFIGATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE
<br />ANSI/TPI 1-14, BG51 2013
<br />4. 4. 8.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT GONTACT WITH GONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOGATION5 WITHOUT WOODEN TOP PLATES.
<br />4. 4. G.
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUGGO FINISH AND SHALL BE APPLIED IN STRIGT
<br />AGGORDANGE WITH THE FRG 5EGTION R703.7.2 AND WITH A5TM Gc12b INGLUDING THE
<br />REFERENGE IN ASTM GG26 SECTION 8 TO 5EGTION X1.4.2 OF THE APPENDIX - 7/8" TOTAL
<br />THICKNESS APPLIED IN THREE LAYERS (3/8" - 3/8" - 1/0") OVER METAL LATH OVER WATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INGLUDE A WATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO
<br />LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY SUGH THAT EACH LAYER PROVIDES A SEPARATE GONTINUOUS PLANE AND
<br />SHALL BE ATTAGHED DIRECTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE WITH THE APPLICABLE BUILDING CODE AND MANUFACTURER'S
<br />5PEGIFIGATIONS. GURING TIME FOR 3-GOAT 5T000O, EAGH GOAT SHALL BE KEPT IN A M015T
<br />GONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
<br />2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HRS 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. UNLESS APPLICATIONS INSTALLED IN AGGORDANGE WITH
<br />ASTM CG26 INGLUDING THE REFERENGE IN ASTM Gc12b 5EGTION 8 TO SECTION XIA.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING 8 FRAMING SHALL GOMPLY TO ASTM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R703.7.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH AWPA M 4
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4.5. 1.
<br />FASTENERS AND TIE DOWNS SHALL GON515T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, GHANNEL5 : A5TM A36/36M 08 Fy = 36 Ksi
<br />ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi
<br />SQUARE METAL TUBING ASTM A500-13, GRADE B Fy = 46K5i
<br />HIGH STRENGTH BOLTS : A5TM A525-14
<br />MAGHINE BOLTS : GALVANIZED ASTM A307-12
<br />4. 5. 2.
<br />SHEET METAL AGGESSORIES SHALL CONFORM TO : Fy = 33KsiHITH GGO
<br />GALVANIZED COATING IN AGGORDANGE WITH A5TM A525-G3.
<br />4. 5. 3.
<br />NAILS SHALL CONSIST OF : GOMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : 8d = 0.131", IOd = 0.148", 12d = 0.148", 1bd = 0.162"
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLIGATION ARE TO REGEIVE AN ANTI -CORROSIVE GOATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND 5PEGIFIGATIONS.
<br />4. 5. 7.
<br />GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5LAGIN6 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 />GONGRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL 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 />1. POST -INSTALLED ANGHORS SHALL ONLY BE USED WHERE 5PEGIFIED ON THE
<br />GON5TRUGTION DOCUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN5GO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLAGE OF
<br />MISSING OR M15PLAGED GAST-IN-PLAGE ANGHOR5.
<br />2. GARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANGHORS TO AVOID GONFLIGTS
<br />WITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE WITH THE MANUFACTURER'S
<br />PRINTED INSTRUGTIONS MPII .
<br />4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE 5PEGIFIED BELOW SHALL BE
<br />SUBMITTED BY THE GONTRAGTOR TO DE ALONG WITH GALGULATION5 THAT ARE
<br />PREPARED 8 SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE GALGULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUGT 15 GAPABLE OF AGHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUGT USING THE
<br />APPROPRIATE DESIGN PROGEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC, SPECIAL IN5PEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANGHOR5 PER THE PRODUGT'5 FLORIDA PRODUGT APPROVAL.
<br />6. GONTAGT MANUFAGTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANCHORS AND FOR PRODUGT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON STRONG -TIE AT (500) GGG-50GG. GALL HILTI AT (866) 445-8827.
<br />7. MEGHANIGAL ANGHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI
<br />355.2 AND IGG-E5 AGIci3 FOR GRAGKED AND UNGRAGKED GONGRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE:
<br />A) 5GREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2" OR HILTI "KWIK BOLT TZ"
<br />8. ADHESIVE ANGHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH AGI
<br />355.4 AND IGG-ES AC308 FOR GRAGKED AND UNGRAGKED GONGRETE REGOGNITION.
<br />ADHESIVE 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-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND
<br />MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 5185 D.G.2.10. PRE -APPROVED
<br />ADHESIVE ANGHORS INGLUDE:
<br />A) EPDXY: 51MP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D"
<br />B) FAST GURE: SIMPSON 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 AG106.
<br />PRE -APPROVED MEGHANIGAL ANGHOR5 INGLUDE:
<br />A) 5GREW: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2" "WEDGE -ALL" OR HILTI
<br />"KWIK BOLT 5"
<br />2. ADHESIVE ANGHOR5 INSTALLED IN SOLID -GROUTED GONGRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE "SET-XP"
<br />B) FAST GURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70"
<br />3. ADHESIVE ANGHORS INSTALLED IN HOLLOW GONGRETE MA50NRY S UNREINFORGED CLAY
<br />BRIGK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5
<br />AG58 OR AG60, RESPEGTIVELY. PRE -APPROVED ADHESIVE ANGHORS INGLUDE:
<br />A) SIMP50N STRONG -TIE "SET" OR HILTI "HIT-HY 70"
<br />4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHORS
<br />INSTALLED IN HOLLOW GONGRETE MASONRY OR UNREINFORGED CLAY BRICK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFACTURER.
<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 P51
<br />Fb == 2,G50 P51
<br />Ft = 1 "550 P51
<br />Fc = 500 P51 (PERPENDIGULAR)
<br />Fr- = 2,700 (PARALLEL)
<br />4.1. STEEL:
<br />Fv = 285 P51
<br />4. 7. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, OUAL.IFIED
<br />STEEL EREGTOR.
<br />4. 7. 2.
<br />FABRIGATE AND ER.EGT ALL STRUCTURAL STEEL IN AGGORDANGE WITH ,A.I.S.(".
<br />"SPEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 5TRUGTUR.AL
<br />STEEL FOR BUILDINGS".
<br />4.1. 3.
<br />STRUCTURAL STEEL: ASTM A36/36M 08).
<br />4.7. 4.
<br />STEEL TUBING: A5TM A500-10, GRADE B.
<br />4. 7. 5•
<br />WELDED GONNEGTION5: E70XX ELEGTRODE5, MINIMUM 5IZE FILLET- WELDS 3/16", AH5
<br />CERTIFIED WELDERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REC�UE5T.
<br />4.7. 6.
<br />WHERE STEEL BEAMS ARE GONTINUOU5 OVER. GOLUMN5, PROVIDE WEB STIFFENER
<br />PLATES ON EACH 51DE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THIGKNE55, L-OGATED AT THE CENTER LINE OF THE TUBE GOLUMN.
<br />4. 7. 7.
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY _SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED GONNECTIONS OR
<br />ELEMENTS ARE IN PLAGE.
<br />4. 8. 501 L:
<br />4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000 P5F SOIL BEARING PRESSURE.
<br />�c -
<br />GONTRAGTOR/OWNER SHALL VERIFY SDIL BEARING PRE�_JURE OF THE PROPOSED SITE.
<br />4. 8. 2. ALL 501L 15 TO BE GLEAN $ POISONED FOR TERI-11TES PER FBG 6TH EDITION (2017)
<br />RESIDENTIAL SEGTION5 R318.1, R318.2, R318.3, $ R31,5.7
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATCME T
<br />• 501L GHEMIGAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST 5PEGIFY PROP05ED METHOD AND SUBMIT DOGUMENTATION, WHIC
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />IF CHEMICAL 501L TERMITE TREATMENT 15 U5ED
<br />1. FBG 105.11- "A PERMANENT 51ON WHIGH IDENTIFIES THE TERMITE TREAT MENT PROVIDER
<br />AND NEED FOR RE-INSPEGTION AND TREATMENT GONTRAGT RENEWAL SHALL_ BE:
<br />PROVIDED. THE SIGN SHALL BE POSTED NEAR. THE WATER HEATER OR EL.EGT-RIC, PANEL"
<br />2. GONDEN5ATE AND ROOF DOWNSPOUTS SHALL DI5GHAR.GE AT LEAST I' O" AHA'r FROM
<br />THE BUILDING SIDE WALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEMS INGLUDING ALL RISERS AND 5PRj`1,Y HEADS SHALL NOT
<br />BE INSTALLED WITHIN P-O" OF THE BUILDING SIDE WALL..
<br />4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPEGTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETWEEN EXTERIOR WALL GOVERIN65 AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING WALL NOT BE LE55 THAN 6 INGHE5 (152 MM,)
<br />EXGEPTI ONS:
<br />1. D GO VE E ENTITIOUS FINISH LESS THAN INGH 17 1 MM THICK
<br />PAINT OR E RATI G M F LESS � () f
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION SIDEHALL.
<br />2. AGGESS OR VEHICLE RAMPS WHIGH RISE TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPEGTION SPAGE ABOVE: PATIO AND GARAGE SLAB5 AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY
<br />MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON 1`_1A5ONRY
<br />CONSTRUCTION ONLY.
<br />5. MASONRY VENEERS GON5TRUGTED IN AGGORDANGE WITH 5EGTION R:30.4.
<br />5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMI TE PREVENTION, THE- INITIAL
<br />GHEMIGAL 501L TREATMENT INSIDE THE FOUNDATION PERIMETER: SHALL- BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLING AND GOMPAGTION IS COMPLETE.
<br />6. R31b.1.2 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
<br />AREA DISTURBED AFTER. INITIAL GHEMIGAL 501L TREATMENT SHALL BE: RETREATED WITH
<br />A GHEMIGAL 501L TREATMENT INGLUDING 5PAGE5 BOXED OR FORMED.
<br />7. R318.1.3 IF 501L TREATMENT 15 USED FOR. SUBTERRANEAN TERMITE PREVENTION, SPAGE IN
<br />GONGRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE GREEATED BY USING
<br />PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT DEPTH TO ELIMINATE
<br />ANY PLANNED SOIL DISTURBANGE AFTER INITIAL GHEMIGAL. SOIL TREATMENT.
<br />8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED SOIL SHALL BE PROTEGTED WITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL, OGGURS BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 REOUIRED. ANY WORK, INGLUDING
<br />PL-AGEMENT OF REINFORGING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL- THE
<br />GONGRETE FLOOR 15 POURED, SHALL BE DONE IN 5UGH MANNER AS TO AVOID
<br />PENETRATING OR DISTURBING TREATED 501L.
<br />Gi. R30.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GONGRETE OVERPOUR OR MORTAR AGGUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL_ SOIL. TREATMENT, 1-0
<br />ENHANCE VERTICAL PENETRATION OF THE GHEMIGAL5.
<br />10. R318.1.6 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE. PREVVENTON, GHEMIGAL
<br />SOIL TREATMENTS SHALL AL-50 BE APPLIED UNDER ALL EXTERIOR GONGRE T E OF GRADE
<br />WITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE 51PEHALLS. ALSO, A VERTIGAL
<br />GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUC T ION 15 COMPLETED,
<br />INGLUDING INITIAL LAND5GAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY 5011-
<br />DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER. 6 APPLIED 5HAL-L BE PROMPTLY
<br />RETREATED.
<br />11, R30.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R318.I.i, THROUGH SECTION
<br />R318.1.6 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 ISSUE OF THE GERTIFIGATE OF OGGUPANGY SHALL. BE PROVIDED TO THE
<br />BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE. 5Y5TEM 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 PESTICIDE ACTIVE INGREDIENT, THE IN5TALLATION OF THE
<br />MONITORING PHASE GOMPONENT5 SHALL BE DEEMED TO GON5TITUTT_ INSTALLATION OF
<br />THE SYSTEM.
<br />12. R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A. WOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTIONS R318.Ll
<br />THROUGH R310.1.6 DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITIC IDE5
<br />SHALL BE AS REQUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE GOMPLETED
<br />PRIOR TO FINAL. BUILDING APPROVAL.
<br />15, R3I8.1 TERMITE PROTECTION. TERMITE PROTEGTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDES, INGLUDING 501L APPLIED PE5TIGIDF-5, BAITING SYSTEMS, AND PESTIGIDES
<br />APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABEL-ED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEW GONSTRUGTION. SEE 5EGTION 202,
<br />REGISTERED TERMITIGIDE. UPON GOMPLETION OF THE APPLICATION OF 'HE-. TERMITE
<br />PROTEGTIVE TREATMENT, A GERTIFIGATE OF GOMPL-IANGE SHALL BE ISSUED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL. COMPANY T}i,611- GONTAIN5 THE
<br />FOLLOWING STATEMENT: "THE BUILDING HAS REGEIVED A GOMPLETE TRt_A"TMENf FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGOR.DANGE V41-FH
<br />RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A6RIGULTUR.E AND
<br />GONSUMER SERVIGE5."
<br />14. R50.2 PENETRATION. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E--GONTAINING MATERIALS, IF
<br />SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE 51-F-EVE SHALL
<br />HAVE A MAXIMUM WALL THIGKNE55 OF 0.010 INGH (0.25 MM), .AND BE SEALED WITHIN THE
<br />SLAB USING A NON --CORROSIVE GLAMPING DEVIGE TO ELIMINATE THE ANNULAR SPAGE
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. R310.3 GLEANING. CELLS AND GAVITIE5 IN MASONRY UN11-5 AND AIR: GAPS BETWEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL BE GLEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER
<br />CELLULOSE-GONTAINING MATERIAL PRIOR TO GONGRETE PLACEMENT.
<br />EXGEPTION: INORGANIG MATERIAL MANUFAGTURED FOR GL.O5ING GEL.I...5 IN FOUNDATION
<br />GONGRETE MA50NRY UNIT GONSTRUGTION OR GLEAN EARTH FILL PLACED IN GONGR.ETE
<br />MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4. 8 .5. 501L 15 TO BE GOMPAGTED TO c5% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557--12el
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR
<br />SENTRIGON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDIGTION "LIOU10 50RATE OR
<br />BOR-A-GOR" PRODUGT OR SENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REOU I RED SAFETY OLAZ I NC IN HAZARDOUS LOGATI ON5
<br />FAFETY GLAZING (RE: FRG R308.4)
<br />R308.4 HAZARDOUS OGATIONS. THE FO OWING SHALL BE GONSID P GIFT L LL LL ERED 5 E G HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS.
<br />EXCEPTIONS:
<br />I. GLAZED OPENINGS OF A 5IZE THROUGH WHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DEGORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE GON5IDERED TO
<br />BE A HAZARDOUS LOGATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INGHES (1524 MM) ABOVE THE FLOOR OR WALKING 5URFAGE AND IT MEETS EITHER OF THE FOLLOWING
<br />GONDITION5:
<br />I. WHERE THE GLAZING 15 WITHIN 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 WALL PERPENDIGULAR TO THE PLANE OF THE DOOR IN A GLOSED
<br />POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN -SWINGING DOOR.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. WHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE
<br />GLAZING.
<br />3. WHERE AGGE55 THROUGH THE DOOR 15 TO A GLO5ET OR STORAGE AREA 3 FEET (G14 MM) OR LESS IN
<br />DEPTH. GLAZING IN THIS APPLIGATION SHALL COMPLY WITH 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 EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN q SQUARE FEET (0.836ml); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN l8 INGHE5 (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INGHE5 (G14 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE WALKING 51URFAGE ARE WITHIN 36 INGHE5 (c114 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXGEPTION5:
<br />I. DECORATIVE GLAZING.
<br />2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGES5IBLE SIDE(5) OF
<br />THE GLAZING 34 TO 38 INGHE5 (846 TO G(95) ABOVE THE WALKING
<br />5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT GONTAGTING
<br />THE GLASS AND BE A MINIMUM OF 1 1/2" INGHE5 (35 mm) IN GRO55 5EGTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING CLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE GLA55 IS 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, WALKING
<br />5URFAGES OR OTHER HORIZONTAL (WITHIN 45 DEGREES (O.G7 RAD) OR HORIZONTAL) 5URFAGE
<br />ADJAGENT TO THE GLASS EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 5URFAGE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN WALLS, ENGL05URE5 OR FENGE5 GONTAINING OR FAGING HOT TUBS, SPAS, WHIRLPOOLS,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE
<br />M OF THE GLAZING IS LESS THAN 60 INGHE5 1524 MM MEASURED VERTIGALLY
<br />BOTTO EXPOSED EDGE L ( )
<br />ABOVE ANY STANDING OR WALKING 5URFAGE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />THIS SHALL APPLY TO 51NOLE GLAZING AND EAGH PANE IN MULTIPLE GLAZING.
<br />EXGEPTION: GLAZING THAT IS MORE THAN 60 INGHE5 (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR
<br />FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM.
<br />6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INGHE5 N14 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF 5TAIRHAYS, LANDINGS BETWEEN 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 AGGE551BLE 51DE(5) OF THE GLAZING 34 TO 38 INGHE5 (864 TO
<br />G65 MM) ABOVE THE WALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) HITHOUT GONTAGTING THE GLASS AND
<br />HAVE A GROSS-SEGTIONAL HEIGHT OF NOT LE55 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 LE55 THAN
<br />36 INCHES (c114 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC, LE55 THAN
<br />I80 DEGREES FROM THE BOTTOM TREAD N051NO SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION.
<br />EXGEPTION: THE GLAZING 15 PROTEGTED BY A GUARD GOMPLYING WITH 5EGTION R512 AND THE PLANE OF
<br />THE GLASS 15 MORE THAN 18 INGHE5 (457 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRACTORS RESPONSIBILITY TO REVIEW ALL DRANIN05 BEFORE GON5TRUGTION BEGINS.
<br />DAN5G0 ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />D15GREPANGY BETWEEN FIELD GONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRANINGS,
<br />GONTRAGTOR5BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUGTION.
<br />ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED WOODS
<br />AS OF DEGEMBER 315T, 2005, GHROMATED GOPPER ARSENATE (GCA-G) WILL NO LONGER BE PRODUCED FOR
<br />RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGAL5 THAT
<br />ARE CORRO51VE TO STEEL. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
<br />TREATMENT AND TO SELECT APPROPRIATE GONNEGTOR5 THAT RE515T GORRO510N. FOR EXAMPLE, AGQ-C,
<br />AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />80RATE (55X) DOES NOT.
<br />HORST GASE DES I C N PRESSURE TABLE
<br />5LI LD ING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.15 ENCLOSED BLDG)
<br />DE51GN WIND PRESSURE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br /># END ZONE IS ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (ASD PRESSURES)
<br />140 MPH + 25.6 PSF / - 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 9xi + 22.3 PSF / - 25.3 PSF
<br />DOUBLE 16x-I + 21.4 PSF / - 23.5 PSF
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<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.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 (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 =i0.18) 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 />02018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WffHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2018 - 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 />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION
<br />NO. 1.01 / 06.08.18
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 380842
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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