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SPEC I F I GAT I ON5
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 3I8-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. I. 2. A5GE5/AGI 530-13, TM5 402-16 4 ASGE6/AGI 530.1-13, TM5 602-16
<br />SPECIFICATIONS FOR MA50NRY STRUCTURES.
<br />I. I. 3. A5TM G270-12a, C416-10, AND Gq0-14 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 1. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2011)
<br />I. I. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AISG)
<br />1. 1. 1. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DE51ON :
<br />I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 2. 2. A5GEWAGI 530-13, TM5 402-I6 4 A5GEb/AGI 530.1-13, TM5 602-16
<br />SPECIFICATIONS FOR MA50NRY STRUCTURES.
<br />I. 2. 3. A5TM G210-12a, G416-10, AND GqO-14 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. 2. 4. NATIONAL DE516N 5PEGIFIGATION5 (ND5) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DE51ON SPECIFICATIONS (APA)
<br />I. 2. 6. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (201-7
<br />J
<br />I. 3. 5HOP DRAWINGS :
<br />I. 3. I. 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 />1. 3. 2. ALL SHOP DRAHIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />ALL ROOF AND FLOOR TRU55 SHOP DRAHING5 ARE TO BE SIGNED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INCLUDE : DRANIN05 AND CALCULATIONS, REACTIONS AND BEARING
<br />POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS.
<br />2. DE51 6N LOADS
<br />TH15 STRUCTURE HAS BEEN PE5I6NED IN AGGORDANGE WITH THE 6th ED. (2011) FLORIDA
<br />BUILDING GODE, RE51DENTIAL
<br />BUILDING CATEGORY: II
<br />2.1. DEAD LOADS:
<br />ROOF
<br />TILE (TG=15P5F, BG=IOPSF) 25PSF
<br />ASPHALT SHINGLE (TG=1P5F, BG=IOP5F) I1PSF
<br />METAL (TC=IOP5F, BC=IOP5F) 20P5F
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25P5F
<br />CARPET OR HOOD 15P5F
<br />2. 2. L I VE LOAD5 :
<br />ROOF
<br />20P5F
<br />FLOOR
<br />ONE- AND TWO-FAMILY DHELLIN65
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />IOPSF
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />20P5F
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />3OP5F
<br />OTHER
<br />40PSF
<br />EXTERIOR DECKS
<br />SAME AS OCCUPANCY SERVED
<br />RAILING - NONGONGURRENT
<br />50PLF OR 200LB
<br />LIVE LOAD REDUCTIONS
<br />PER CODE
<br />2. 3. ROOF SNON LOAD DATA:
<br />GROUND 5NOH LOAD, Pg = WA
<br />2.4. HIND LOA05 :
<br />BASIC HIND SPEED, V (3-5EG. GUST)
<br />14OMPH (Va5d=108MPH)
<br />HIND EXP05URE
<br />G
<br />INTERNAL PRESSURE COEFFICIENT
<br />+/-O.IS
<br />G8G PE51ON PRESSURE
<br />SEE PLAN
<br />HIND BORNE DEBRIS PROTEGTION
<br />5HUTTER/IMPAGT GLA55
<br />2, 5. SEISMIC, DESIGN DATA:
<br />SEISMIC IMPORTANCE FACTOR, le
<br />1.0
<br />SEISMIC RISK CATEGORY
<br />II
<br />MAPPED 5RA, 55, 51
<br />N/A
<br />517E CLASS
<br />A
<br />DESIGN 5RC, 5D5, 5DI
<br />WA
<br />SEISMIC DE516N GATEGORY
<br />WA
<br />BASIC 5FR5
<br />MASONRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED)
<br />WA
<br />SEISMIC RESPONSE COEFFICIENT, G5
<br />WA
<br />RESPONSE MODIFICATION FACTOR, R
<br />N/A
<br />ANALY515 PROCEDURE
<br />ELF
<br />2. 6. FLOOD DESIGN DATA:
<br />DATUM NAVD88
<br />FLOOD ZONE ..X..
<br />BASE FLOOD ELEVATION: WA
<br />LOWEST PROPOSED FLOOR ELEVATIONS WA
<br />3. DEFLECTIONS:
<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-Oc1 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 CENTERLINE OF
<br />EACH BAR EXCEPT HHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONCRETE.
<br />4. I. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. I. 5. REINFORCING MECHANICAL 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. DE51ON COVER REQUIREMENTS :
<br />G-I-P CONCRETE FORMED AGAINST EARTH 3..
<br />G-I-P CONCRETE EXP05ED TO EXTERIOR : 2"
<br />G-I-P CONCRETE NOT EXPOSED
<br />GROUT FILLED MASONRY : 34"
<br />HELPED WIRE FABRIC (HHF): A1064/A1064M-I6a
<br />4. I. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATEST EDITION.
<br />4. 2. GONGRETE :
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />MODULES OF
<br />ELASTICITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 P51
<br />2050 K51
<br />6-1-P CONCRETE (NORMAL HEIGHT) HERNANDO CO. ONLY
<br />3,000 P51
<br />3,12 K51
<br />G-I-P GROUT
<br />3 00 P51
<br />5,122 K51
<br />4. 2. 2.
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL CONSIST OF PEA ROCK (3/5" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETHEEN 8" AND 10" AT TIME OF PLACEMENT. SEE 5PECIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />CONSTRUCTION JOINTS HILL BE PERMITTED
<br />4. 2. 5•
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAY5 4 DRIVEHAY5)
<br />3 1/2" MIN. THICKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HHF
<br />CONTRACTORS DISCRETION.
<br />4. 2. 1.
<br />CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL
<br />AGI- MGP 2011 STANDARDS.
<br />4.3. GONGRETE MASONRY :
<br />4. 3. 1.
<br />FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. 3. 2.
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM Gq0-14, TYPE 11
<br />NON-MO15TURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS d CAVITIES BELOW GRADE WILL 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 CONCRETE MASONRY PLACEMENT AND GON5TRUGTION SHALL BE
<br />CONDUCTED IN AGGORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "S" FOR ALL MA50NRY CONSTRUCTION.
<br />4. 3. 1.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION
<br />DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R606.3.1.1
<br />4.4. STRUGTURAL LUMBER :
<br />4. 4. 1.1.
<br />INTERIOR LOAD BEARING HALLS 5PF STUD OR BETTER, fb = 615 P51, E = 1200 K51
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 815 P51, E = 1,40OK51
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE CONSTRUCTED U51N6 5PF ,
<br />STUD QUALITY OR BETTER, UNLE55 NOTED OTHERHI5E
<br />4. 4. 2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5
<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 PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAHIN65 TO THE ENGINEER OF RECORD.
<br />4. 4. 1.
<br />DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE WITH THE "DE51GN
<br />SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE
<br />AN51/TPI 1-14, BC51 2013
<br />4. 4. 8.
<br />UNTREATED HOOD SHALL NOT BE IN DIREGT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT
<br />ACCORDANCE WITH THE FRG SECTION R103.1.2 AND WITH A5TM Gg26 INCLUDING THE
<br />REFERENCE IN A5TM Gg26 SECTION 8 TO 5EGTION XI.4.2 OF THE APPENDIX - 1/8" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (3/8" - 3/8" - V5") OVER METAL LATH OVER HATER
<br />RESISTIVE 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 GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND
<br />SHALL BE ATTACHED DIRECTLY TO THE 5HEATHING OVER FLASHING INSTALLED IN
<br />ACCORDANCE HITH THE APPLICABLE BUILDING GODE AND MANUFACTURER'S
<br />SPECIFICATIONS. CURING TIME FOR 3-COAT STUCCO, 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 50ONER THAN 48 HR5 AFTER APPLICATION OF THE I5T
<br />GOAT. THE FIN15H GOAT SHALL NOT BE APPLIED 50ONER THAN 7 DAYS AFTER THE
<br />APPLICATION OF THE 2ND GOAT. UNLE55 APPLICATIONS INSTALLED IN ACCORDANCE HITH
<br />A5TM Gg26 INGLUDING THE REFERENCE IN A5TM Gg26 5EGTION 6 TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10,
<br />INSTALLATION OF EXTERIOR LATHING 6 FRAMING SHALL COMPLY TO A5TM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R1033.I
<br />4. 4. I1.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED WOOD
<br />SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AHPA M 4
<br />4. 5. FASTENERS AND TIE DONN5 :
<br />4. 5. I.
<br />FA5TENER5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : A5TM A36/36M OS Fy = 36 KBI
<br />ROUND METAL PIPE : A5TM A53/A53M-12, GRADE B Fy = 35 K51
<br />SQUARE METAL TUBING: A5TM A500-13, GRAPE B Fy = 461<51
<br />HIGH 5TREN6TH BOLTS : A5TM A325-14
<br />MACHINE BOLTS : GALVANIZED A5TM A301-12
<br />4. 5. 2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 331<9IHITH bqO
<br />GALVANIZED GOATIN6 IN ACCORDANCE WITH A5TM A525-cO.
<br />4. 5. 3.
<br />NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOH5 : bd = 0.131 ", I Od = 0.148", 12d = 0.145", I bd = 0.162".
<br />4. 5. 4.
<br />ALL FA5TENER5 AND TIE DOWNS 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 DOHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. b.
<br />ALL FASTENER TIE DOHN5, BEAM HANGERS, J015T HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
<br />4. 5. 1.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5PAGING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. 8.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLAGIN6 GROUT.
<br />4. 5. cl.
<br />P05T-IN5TALLED ANCHORS INTO CONCRETE
<br />I. POST -INSTALLED ANCHORS SHALL ONLY BE USED HHERE SPECIFIED ON THE
<br />GON5TRUGTION DOGUMENT5. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM PAN5GO
<br />ENGINEERING, LLG PRIOR TO INSTALLING P05T-IN5TALLED ANCHORS IN PLACE OF
<br />MISSING OR M15PLAGED GA5T-IN-PLAGE ANCHORS.
<br />2. CARE SHALL BE TAKEN IN PLACING P05T-IN5TALLED ANCHORS TO AVOID CONFLICTS
<br />WITH EXI5TING REBAR.
<br />3, HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE WITH THE MANUFACTURER'S
<br />PRINTED INSTRUCTIONS (MPII).
<br />4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN TH05E SPECIFIED BELOH SHALL BE
<br />SUBMITTED BY THE CONTRACTOR TO DE ALONG WITH CALCULATIONS THAT ARE
<br />PREPARED 4 SEALED BY A REGISTERED PROFE55IONAL ENGINEER. THE GALGULATION5
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 CAPABLE OF ACHIEVING
<br />EQUIVALENT PERFORMANGE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT U51NO THE
<br />APPROPRIATE DE516N PROCEDURE AND/OR STANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIG SPECIAL INSPEGTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MECHANICAL ANCHORS PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL.
<br />6. CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHOR5 AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL 51MP50N STRONG -TIE AT (&00) qqq-50g11. GALL HILTI AT (8(b6) 445-8821.
<br />1. MECHANICAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI
<br />355.2 AND IGG-E5 AGIg3 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
<br />A) 5CREH: 51MP5ON STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ"
<br />B) EXPAN5ION: 51MP50N 5TRON6-TIE "STRONG -BOLT 2" OR HILTI "KHIK BOLT TZ"
<br />8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI
<br />555.4 AND IGG-E5 AC508 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />ADHESIVE ANGHOR5 SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 318-14 02.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION.
<br />ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND
<br />MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110°F (AGI 318 DA.2.1). PRE -APPROVED
<br />ADHESIVE ANCHORS INCLUDE:
<br />A) EPDXY: 51MP50N 5TRONG-TIE "5ET-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 />PO5T-IN5TALLED ANCHORS INTO MASONRY
<br />I. MECHANICAL ANCHORS INSTALLED IN 50LID-GROUTED CONCRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5 AGOI OR ACI06.
<br />PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
<br />A) 5GREH: SIMP50N STRONG -TIE "TITEN-HD" OR HILTI "KHIK HU5-EZ"
<br />B) EXPANSION: SIMPSON STRONG -TIE "STRONG -BOLT 2", "WEDGE -ALL" OR HILTI
<br />"KHIK BOLT 3"
<br />2. ADHESIVE ANCHORS INSTALLED IN 501-I0-67ROUTED CONCRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: 51MP50N STRONG -TIE "SET-XP"
<br />B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 10"
<br />3. ADHESIVE ANCHORS INSTALLED IN HOLLOW CONCRETE MASONRY 4 UNREINFORGED CLAY
<br />BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5
<br />AG58 OR AG60, RESPECTIVELY. PRE -APPROVED ADHESIVE ANCHORS INCLUDE:
<br />A) SIMPSON 5TRONG-TIE "SET" OR HILTI "HIT-HY 10"
<br />4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5
<br />INSTALLED IN HOLLOW CONCRETE MASONRY OR UNREINFORGED CLAY BRICK MA50NRY
<br />AS REQUIRED BY THE ADHESIVE MANUFACTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4. b. I.
<br />MIGRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2000,000 P51
<br />Fb = 2,g50 PSI
<br />Ft = 1050 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 ERECTOR.
<br />4• �• 2•
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.I.5.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4. 1. 3.
<br />STRUCTURAL STEEL: A5TM A36/36M 08.
<br />4.1. 4.
<br />STEEL TUBING: A5TM A500-10, GRADE B.
<br />4. 1. 5.
<br />WELDED GONNECTION5: E10XX ELECTRODES, MINIMUM 51ZE FILLET HELPS 3/16", AH5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.7.6.
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EACH 51DE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 1. 1.
<br />THE STEEL FRAME 15 "NON -SELF 5UPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. SO L:
<br />4. 8. I. THE FOOTING IS DESIGNED BASE ON 2000 P5F 501L BEARING PRESSURE.
<br />GONTRACTOR/OHNER SHALL VERIFY 501L BEARING PRE55URE OF THE PROP05ED SITE.
<br />4. 8. 2. ALL 501L 15 TO BE GLEAN d P015ONED FOR TERMITES PER FBG 6TH EDITION (201-7)
<br />RESIDENTIAL SECTIONS R318.1, R318.2, R318.3, d R318.1
<br />TERMITE PROTECTION -
<br />PLAN5 MUST SPEG I FY TYPE OF TERMITE TREATMENT
<br />• 501L CHEMICAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND SUBMIT DOCUMENTATION, HHI
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />IF GHEMIGAL SOIL TERMITE TREATMENT IS U5ED
<br />I.
<br />FBG 105.11- "A PERMANENT 51ON HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-INSPEGTION AND TREATMENT CONTRACT RENEHAL SHALL BE
<br />PROVIDED. THE 51ON SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL"
<br />2.
<br />CONDENSATE AND ROOF DOHN5POUT5 SHALL 015GHAROE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING 51DE HALLS.
<br />3.
<br />IRRI6ATION/5PRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN P-O" OF THE BUILDING SIDE HALL.
<br />4.
<br />FBG R3153 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,
<br />CLEARANCE BETHEEN EXTERIOR HALL COVERINGS AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INCHES (152 MM)
<br />EXCEPTIONS:
<br />I. PAINT OR DECORATIVE GEMENTITIOU5 FIN15H LE55 THAN I INCH (11.1 MM) THICK
<br />ADHERED DIRECTLY TO THE MA50NRY FOUNDATION SIDEHALL.
<br />2. ACCESS OR VEHICLE RAMPS HHIGH R15E TO THE INTERIOR FIN15H FLOOR
<br />ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN I A F TERMITES, THE FIN15H ELEVATION
<br />50 L TREATED OR TE TES, E 5 ELEVA 10 MAY
<br />MATGH THE BUILDING INTERIOR FIN15H FLOOR ELEVATIONS ON MASONRY
<br />CONSTRUCTION ONLY.
<br />5. MA50NRY VENEERS GON5TRUGTED IN ACCORDANCE WITH 5EGTION R318.4.
<br />5.
<br />R316.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLIN6 AND COMPACTION IS COMPLETE.
<br />6.
<br />R318.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH
<br />A CHEMICAL 501L TREATMENT INCLUDING SPACES 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 U51NG
<br />PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
<br />ANY PLANNED 501L D15TURBANGE AFTER INITIAL CHEMICAL 501L TREATMENT.
<br />8.
<br />R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CHEMICALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIRED. ANY WORK, INCLUDING
<br />PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID
<br />PENETRATING OR DISTURBING TREATED SOIL.
<br />q.
<br />R318.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL 501L TREATMENT, TO
<br />ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.
<br />10.
<br />R318.1.6 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL
<br />501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE
<br />WITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE 51DEHALL5. ALSO, A VERTICAL
<br />CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED,
<br />INCLUDING INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11.
<br />R3I8.11 IF A REC715TERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R318.1.1, THROUGH SECTION
<br />R318.1.6 DO NOT APPLY; HOWEVER, A SIGNED CONTRACT A55URING THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE 155UE OF THE CERTIFICATE OF OCCUPANCY 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 U5 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 CONSTITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12.
<br />R318.1.8 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R318.1.1
<br />THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5
<br />SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />13.
<br />R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDE5, INCLUDING 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
<br />FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH
<br />RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER SERVICES."
<br />14.
<br />R316.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAINING MATERIALS. IF
<br />501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED WITHIN THE
<br />SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE
<br />SLEEVE.
<br />15.
<br />R318.3 GLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAP5 BETHEEN
<br />BRICK, 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-CONTAININ6 MATERIAL PRIOR TO CONCRETE PLACEMENT.
<br />EXCEPTION: INORGANIC MATERIAL MANUFACTURED FOR GLO5ING GELL5 IN FOUNDATION
<br />CONCRETE MASONRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PLACED IN CONCRETE
<br />MASONRY UNIT VOIDS BELOW 5LA13 LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4. 8 .3. 501L
<br />15 TO BE COMPACTED TO 015% 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 />SENTRIGON 5Y5TEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR
<br />BOR-A-GOR" PRODUCT OR 5ENTRICON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRESSURE TREATED
<br />LUMBER THAT HAS BEEN OUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT IN5EGT INFESTATION.
<br />REG2U I RED SAFETY GLAZING IN HAZARDOU5 LOCATI ON5
<br />SAFETY 64-AZIN6 (RE: FRG R30&.4)
<br />R306.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5HIN61N6, 5LIDIN6 AND BIFOLD DOORS.
<br />EXCEPTIONS:
<br />I. GLAZED OPENINGS OF A 51ZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE GON51DERED TO
<br />BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXP05ED 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 />CONDITIONS:
<br />I. WHERE THE 6LAZIN6 15 WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A CLOSED POSITION.
<br />2. WHERE THE GLAZING 15 ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE 51DE OF AN IN-5HIN61N6 DOOR.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. HHERE THERE IS AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE
<br />GLAZING.
<br />3. HHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET N14 MM) OR LESS IN
<br />DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3.
<br />4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOW THAT MEETS ALL OF THE FOLLOHIN6
<br />CONDITIONS:
<br />I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (0.836m=); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 16 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 HALKIN6 SURFACE ARE WITHIN 36 INCHES N14 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 INCHES (846 TO q65) ABOVE THE HALKIN6
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (750 Wm) WITHOUT CONTACTING
<br />THE 6LA55 AND BE A MINIMUM OF 1 1/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE
<br />BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, HALKIN6
<br />SURFACES OR OTHER HORIZONTAL (WITHIN 45 DEGREES (O.cM RAP) OR HORIZONTAL) SURFACE
<br />ADJACENT TO THE GLA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILIN66 REGARDLESS OF AREA OR HEIGHT ABOVE A HALKIN6 SURFACE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALL5, ENCLOSURES OR FENCES GONTAINING OR FACING HOT TUBS, 5PA5, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, 5HOWER5 AND INDOOR OR OUTDOOR 5HIMMIN6 POOLS WHERE THE
<br />BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY
<br />ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />THIS SHALL APPLY TO 51NOLE 6LAZIN6 AND EACH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR 5HIMMIN6 POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />b. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES (4114 MM) ABOVE
<br />THE PLANE OF THE ADJACENT WALKING SURFACE OF 5TAIRHAY5, LANDINGS BETHEEN FLI6HT5 OF STAIRS
<br />AND RAMP5 SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />I. WHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES 064 TO
<br />0165 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT ('130 N/M) WITHOUT CONTACTING THE GLA55 AND
<br />HAVE A CRO55-5ECTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (38 MM),
<br />2. GLAZING 36 INCHES (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKIN6 SURFACE.
<br />1. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING 15 LE55 THAN
<br />36 INCHES (0114 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LESS THAN
<br />I80 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE 6LAZIN6 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF
<br />THE GLASS IS MORE THAN 0 INCHES (45-7 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RE5PON5113ILITY TO REVIEW ALL DRAWINGS BEFORE CON5TRUGTION BEGI145.
<br />DAN5GO ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY. ANY
<br />D15GREPANGY BETWEEN FIELD CONDITIONS, OTHER DE51ON PROFE5510NAL5' SHOP DRAHING5,
<br />GONTRACTORS' BUILDING METHODS, AND THE5E SIGNED AND SEALED DRAHIN65 MU5T BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUCTION.
<br />ATTENTION: GHEMIGAL GHANGE5 IN PRE55URE TREATED HOOD5
<br />A5 OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUGED FOR
<br />RE5IDENTIAL OR GENERAL 6ON5UMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRE55UFZE TREATED WOODS U5E GHEMIGALS THAT
<br />ARE GORRO51VE TO STEEL. IT 15 THE CONTRAGTOR'S RE5PON5115ILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RE515T CORROSION. FOR EXAMPLE, AGO-G,
<br />AGO-D, GBA-A, OR GA-15 REQUIRE HOT -DIPPED GALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT 50DIUM
<br />BORATE (515X) DOE5 NOT.
<br />HORST GA5E DE51ON PRE55URE TABU
<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 />0 END ZONE 15 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 />+ 25b F15F / - 21.1 PSF (INTERIOR) UNLE55 NOTED ON FLOOR PLANS
<br />GARAGE DOORS (ASD PRESSURES)
<br />SINGLE 9x1 + 223 PSF / - 253 PSF
<br />DOUBLE 16x1 + 21A F15F / - 23.8 PSF
<br />-711
<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.danscoengineedng.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 = i0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />OW19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CUENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHRIITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19 1.02 ROOF UNDERLAYMENT REV.
<br />02 11 19 1 03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSIW_ ' &f.02.11.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390441
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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