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I. SPEC IF I GAT I ONS
<br />I. I. GONSTRUGTION
<br />I. I. I. AGI 315-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />1. I. 2. A5GE5/AGI 530-13, TM5 402-16 d A5GE6/AGI 530.1-13, TM5 602-I6
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 1.5. ASTM G270-12a, G476-10, AND Gq0-14 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DESIGN SPEC,IFIGATIONS (NOS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBC), bth EDITION (2017)
<br />I. I. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE55 DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15G)
<br />I. I. 1. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DESIGN :
<br />I. 2. I. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 2. 2. ASGE5/AGI 530-13, TM5 402-16 d A5GE6/AGI 530.1-13, TM5 602-16
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 2. 3. A5TM G270-12a, G476-10, AND Gq0-14 SPECIFICATIONS FOR MA50NRY STRUCTURES
<br />I. 2. 4. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD GON5TRUGTION, 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 (2017)
<br />I. 3. SHOP DRAWINGS :
<br />I. 3. 1. 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. ALL SHOP DRAHING5 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />I. 3. 3. ALL ROOF AND FLOOR TRU55 SHOP DRAHIN65 ARE TO BE 516NED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND BEARING
<br />POINTS, BRAGING REG2UIREMENT5, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS.
<br />2. DESIGN LOADS
<br />THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE HITH THE bth ED. (2017) FLORIDA
<br />BUILDING GODE, RESIDENTIAL
<br />BUILDING CATEGORY: II
<br />2. I. DEAD LOADS:
<br />ROOF
<br />TILE (TG=15P5F, BG=IOPSF)
<br />ASPHALT SHINGLE (TC=7P5F, BG=IOPSF)
<br />METAL (TG=IOPSF, BG=IOP5F)
<br />FLOOR
<br />TILE (CERAMIC,, 112" MORTAR BED)
<br />CARPET OR HOOD
<br />2 2. LIVE LOADS :
<br />ROOF
<br />FLOOR
<br />ONE- AND TWO-FAMILY DWELLINGS
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />OTHER
<br />EXTERIOR DEGK5
<br />RAILING - NONGONGURRENT
<br />LIVE LOAD REDUCTIONS
<br />2. 3. ROOF SNON LOAD DATA:
<br />GROUND SNOW LOAD, Pg =
<br />2. 4.
<br />WIND LOADS :
<br />BASIC WIND SPEED, V (3-5EG. GUST)
<br />WIND EXP05URE
<br />INTERNAL PRESSURE COEFFICIENT
<br />G d G DE51ON PRE55URE
<br />WIND BORNE DEBRIS PROTECTION
<br />2.5.
<br />5E 15M I G DE51ON DATA:
<br />SEISMIC IMPORTANCE FACTOR, 1.
<br />SEISMIC R15K CATEGORY
<br />MAPPED 5RA, 55, 51
<br />51TE CLASS
<br />DESIGN ERG, 5D5, SDI
<br />SEISMIC DESIGN CATEGORY
<br />BA51G 5FR5
<br />DE51ON BASE SHEAR, (UNFACTORED)
<br />SEISMIC RESPONSE GOEFFIGIENT, GS
<br />RESPONSE MODIFICATION FACTOR, R
<br />ANALYSIS PROCEDURE
<br />2. 6.
<br />FLOOD DESIGN DATA:
<br />DATUM
<br />FLOOD ZONE
<br />BASE FLOOD ELEVATION:
<br />LOWEST PROPOSED FLOOR ELEVATIONS
<br />3. DEFLEGTIONS:
<br />LIVE LOAD
<br />TOTAL LOAD
<br />4. MATERIALS
<br />4.1. RE I NFORG I NG STEEL
<br />25P5F
<br />I"1P5F
<br />20P5F
<br />25P5F
<br />15P5F
<br />20P5F
<br />I OP5F
<br />20P5F
<br />30PSF
<br />40PSF
<br />SAME AS OCCUPANCY SERVED
<br />50PLF OR 200LB
<br />PER CODE
<br />N/A
<br />140MPH (Va5d=108MPH)
<br />G
<br />SEE PLAN
<br />SHUTTER/IMPAGT GLA55
<br />N/A
<br />A
<br />N/A
<br />N/A
<br />MASONRY WALLS
<br />N/A
<br />N/A
<br />N/A
<br />ELF
<br />NAVD88
<br />1X,I
<br />N/A
<br />N/A
<br />L1560
<br />L/240
<br />4.1. I. REINFORCING STEEL SHALL BE ASTM A615/A615M-Oq GRADE 40, f'y = 40 K51
<br />4. I. 2. LAP SPLIGE SHALL BE AS FOLLOW5: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF
<br />EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HOWN TO THE FACE OF THE CONCRETE.
<br />4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. I. 5. REINFORCING MECHANICAL COUPLERS 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. PE51ON GOVER REQUIREMENTS :
<br />G-1-P CONCRETE FORMED AGAINST EARTH 5"
<br />G-I-P CONCRETE EXP05ED TO EXTERIOR 2"
<br />G-I-P GONGRETE NOT EXPOSED lye
<br />GROUT FILLED MA50NRY : 3�a
<br />4. I. 7. WELDED WIRE FABRIC, (HHF): A1064/A1064M-16a
<br />4. 1.85. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />4.2. I.
<br />MODULES OF
<br />GONGRETE TYPE
<br />MIN. 28 DAY
<br />ELASTICITY
<br />DESIGN (f'c)
<br />DESIGN (E)
<br />C-I-P GONCRETE (NORMAL WEIGHT)
<br />2,500 Pal
<br />2,850 K5I
<br />G-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
<br />3,000 Psi
<br />3,122 Ksi
<br />G-I-P GROUT
<br />3,000 P51
<br />3,122 K51
<br />4. 2. 2.
<br />GONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL GON515T OF PEA ROGK (3/5" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPEC, IFICATION5 AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR WALKWAY5 d DRIVEWAY5)
<br />3 112" MIN. THIGKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF
<br />IN TOP OF 1-112" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF
<br />CONTRACTORS DISCRETION.
<br />4. 2. 7.
<br />CONCRETE PLAGEMENT PRAGTIGE5 SHALL BE IN ACCORDANCE W/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />4. 3. GONGRETE MA50NRY :
<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 BLOGK SHALL BE A5TM GGO-14, TYPE 11
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS d CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS
<br />4. 3. 4.
<br />THE AGGREGATE 5TREN5TH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
<br />4. 3. 5.
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION.
<br />4. 3. 7.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GROSS 5EGTION DIMENSION OR ELEVATION
<br />DIMENSION SPEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +112" PER SECTION 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 K51
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 875 PSI, E = 1,400K51
<br />4.4. 1.2.
<br />ALL FRAME WALLS TO BE CONSTRUCTED 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 WALLS 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 SECTION 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 />WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />4. 4.7.
<br />DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DE510N
<br />SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE
<br />AN51/TPI 1-14, BG51 2013
<br />4. 4. 8.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT
<br />AGGORDANGE WITH THE FRG SECTION R703.1.2 AND WITH A5TM Gc126 INCLUDING THE
<br />REFERENCE IN ASTM Gg26 SECTION 8 TO SECTION XI.4.2 OF THE APPENDIX - 7/5" TOTAL
<br />THIGKNE55 APPLIED IN THREE LAYERS (515" - 3/8" - I/8") OVER METAL LATH OVER WATER
<br />RESISTIVE BARRIER. THE WATER 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 SHEATHING OVER FLASHING INSTALLED IN
<br />ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND MANUFACTURER'S
<br />5PEGIFIGATION5. GURING TIME FOR 3-GOAT STUGGO, EACH GOAT SHALL BE KEPT IN A MOIST
<br />CONDITION FOR AT LEAST 48 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
<br />2ND GOAT SHALL NOT BE APPLIED SOONER THAN 48 HR5 AFTER APPLICATION OF THE 15T
<br />GOAT. THE FINISH GOAT SHALL NOT BE APPLIED 50ONER THAN 7 DAYS AFTER THE
<br />APPLICATION OF THE 2ND GOAT. UNLESS APPLICATIONS INSTALLED IN ACCORDANCE WITH
<br />A5TM Gg26 INGLUDING THE REFERENCE IN ASTM Gg26 SECTION 8 TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING d FRAMING SHALL COMPLY TO ASTM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R7053.1
<br />4. 4. 11.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVELY TREATED WOOD
<br />SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M 4
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FASTENERS AND TIE DOWNS SHALL CONSIST 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 K51
<br />SQUARE METAL TUBING A5TM A500-13, GRADE B Fy = 46K51
<br />HIGH STRENGTH BOLTS A5TM A325-14
<br />MACHINE BOLTS : GALVANIZED A5TM A307-12
<br />4. 5. 2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsIHITH GqO
<br />GALVANIZED GOATING IN ACCORDANCE WITH A5TM A525-q3.
<br />4. 5. 3.
<br />NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER A5
<br />FOLLOW5 : 6d = 0.131 ", IOd = 0.148", 12d = 0.145", 16d = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING 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 DOWN5 USED FOR TRU55 AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
<br />4. 5. q.
<br />POST -INSTALLED ANCHORS INTO CONCRETE
<br />I. P05T-IN5TALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE
<br />CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DAN5GO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF
<br />M1551NG OR MISPLACED GA5T-IN-PLACE ANCHORS.
<br />2. CARE SHALL BE TAKEN IN PLAGING POST -INSTALLED ANCHORS TO AVOID CONFLICTS
<br />WITH EXISTING 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 THOSE SPECIFIED BELOW SHALL BE
<br />SUBMITTED BY THE CONTRACTOR TO DE ALONG WITH CALCULATIONS THAT ARE
<br />PREPARED d SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT 15 CAPABLE OF AGHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT U51NO THE
<br />APPROPRIATE DESIGN PROCEDURE AND/OR 5TANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC SPECIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANIGAL ANCHORS PER THE PRODUCT'S FLORIDA PRODUCT APPROVAL.
<br />6. CONTACT MANUFAGTURER'5 REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.
<br />GALL SIMPSON STRONG -TIE AT (800) qqg-50gq. GALL HILTI AT (566) 445-8827.
<br />7. MECHANICAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI
<br />355.2 AND IGG-E5 AGIg3 FOR GRAGKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
<br />A) 5GREW: 51MP50N STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "5TRONG-BOLT 2" OR HILTI "KWIK BOLT TZ"
<br />8. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH AGI
<br />355.4 AND IGG-E5 AG308 FOR CRACKED AND UNCRAGKED CONCRETE RECOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 315-14 0.2.2. 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 I10°F (AGI 318 D.q.2.1). PRE -APPROVED
<br />ADHESIVE ANCHORS INCLUDE:
<br />A) EPDXY: SIMPSON 5TRONG-TIE "5ET-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-INSTALLED ANCHORS INTO MASONRY
<br />I. MECHANICAL ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MA50NRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AGOI OR AG106,
<br />PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
<br />A) 5GREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HU5-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "5TRONG-BOLT 2" "WEDGE -ALL" OR HILTI
<br />"KWIK BOLT 3"
<br />2. ADHESIVE ANCHORS INSTALLED IN 50LID-GROUTED CONCRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN ACCORDANGE WITH IGG-E5 AG58. PRE -APPROVED
<br />ADHESIVE ANCHORS INCLUDE:
<br />A) EPDXY: SIMPSON STRONG -TIE 'SET-XP"
<br />B) FAST CURE: SIMPSON STRONG -TIE "AT-XP" OR HILTI "HIT-HY 70"
<br />3. ADHESIVE ANCHORS INSTALLED IN HOLLOH CONCRETE MASONRY d UNREINFORGED CLAY
<br />BRIGK MA50NRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE WITH IGG-E5
<br />AG58 OR AG(b0, RESPECTIVELY. PRE -APPROVED ADHESIVE ANCHORS INCLUDE:
<br />A) SIMPSON STRONG -TIE "SET" OR HILTI "HIT-HY 70"
<br />4. THE APPROPRIATE SCREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS
<br />INSTALLED IN HOLLOW CONCRETE MASONRY OR UNREINFORGED CLAY BRIGK MASONRY
<br />AS REQUIRED BY THE APHE51VE MANUFACTURER.
<br />4. 6. M I GRO-LAM LUMBER:
<br />4. 6. I.
<br />MICRO -LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIE5:
<br />E = 2,000,000 PSI
<br />Fb = 2,g50 PSI
<br />Ft = 1,850 P5I
<br />Fc = 500 PSI (PERPENDICULAR)
<br />Fc = 2,100 (PARALLEL)
<br />4.1 STEEL:
<br />Fv = 285 P51
<br />4. 1. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERiENGF_D, OUAL.IFIED
<br />STEEL ERECTOR.
<br />4. 7. 2•
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE WITH A.1.5.G.
<br />"SPECIFICATION FOR. THE DESIGN, FABRICATION, AND ERECTION OF 5TRUCIURAI.-
<br />51EEL FOR BUILDINGS".
<br />STRUCTURAL STEEL: ASTM A3(9/36M 05.
<br />4. 1. 4.
<br />STEEL TUBING: A5TM A500-10, GRADE B.
<br />4. 1. 5.
<br />HELPED CONNECTIONS: E-IOXX ELECTRODES, MINIMUM SIZE. FILLET MELDS 3/16", AW5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REOUEE)T.
<br />4. 1. 6.
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EG2UAL_ TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 7. 1.
<br />THE STEEL FRAME 15 "NON-5F-LF 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 PSF SOIL BEARING PRE55URE.
<br />C•ONTRAGTOR/OHNER SHALL_ VERIFY 501L BEARING PRE55URF OF THE PR.OP05ED MITE.
<br />4. 8. 2• ALL 501L IS TO BE GLEAN d P015ONED FOR TERMITES PER FBC 6TH EDITION (201"I)
<br />RESIDENTIAL SEGTIONS R318.1, R318.2, R30.3, d R318.1
<br />TERMITE PROTECTION -
<br />PLANS MUST SPEG I FY TYPE OF TERMITE TREATMENT
<br />• SOIL. CHEMICAL BARRIER METHOD
<br />• OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND .SUBMIT DOGUMENTATION, WHIG
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION 5YSTEM
<br />OR METHOD.
<br />IF GHEMIGAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL_ SHALL BE
<br />PROVIDED. 'THE 51ON SHALL BE POSTED NEAR THE WATER HEATER OR F-LEC TRIG PANEL"
<br />2. CONDENSATE AND ROOF DOWNSPOUT5 SHALL DI5GHAR.GE AT LEAST I'-0" AHAY FROM
<br />THE BUILDING SIDE WALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS 5HALL NOT
<br />BE INSTALLED WITHIN I'-O" OF THE BUILDING 51DE WALL.
<br />4. FBG R318:1 -- IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,
<br />CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL_ EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING WALL NOT BE LE55 THAN 6 INCHES (152 MM)
<br />EXCEPTIONS:
<br />I. PAINT OR DECORATIVE GEMENTITIOU5 FIN15H LE55 THAN g INCH (1-1.1 MM) THICK
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEWALL.
<br />2. ACCESS OR VEHICLE RAMPS WHIGH RISE TO THE INTERIOR FIN] 5- H 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 ARE -AS.
<br />4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FINISH ELEVATION MAY
<br />MATCH THE BUILDING INTERIOR FIN15H FLOOR ELEVATIONS ON MASONRY
<br />CONSTRUCTION ONLY.
<br />5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE HITH SECTION R315A.
<br />5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE:.
<br />DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE.
<br />6. R318.1.2 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
<br />AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH
<br />A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FORMED.
<br />7. R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN
<br />CONCRETE FLOORS BOXED OUT OR FORMED FOR THE 5UF35EG2UENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY U51NG
<br />PLASTIC OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT DEPTF-I TO ELIMINATE
<br />ANY PLANNED 501L DISTURBANCE AFTER INITIAL CHEMICAL 501L TREATIMENT.
<br />8. R318.1.4 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CHEMICALLY TREATED 501L SHALL BE PROTECTED WITH A MINIMUM 6 MI. VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OGGLIRS BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 RE>UIRED. ANY WORK, INCLUDING
<br />PLACEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREA'fMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL_ BE DONE IN 5UC•H MANNER A5 TO AVOID
<br />PENETRATING OR P15TURBINO TREATED SOIL.
<br />q. R3Ib.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CONCRETE OVERPOUR OR MORTAR ACGUMULATED ALONG THE EXTERIOR F OUNDAT10N
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR. CHEMICAL SOIL TREATMENT, TO
<br />ENHANCE VERTICAL. PENETRATION OF THE CHEMICALS.
<br />10. R318.1.6 IF 501L TREATMENT 15 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 SIDEWALL5. ALSO, A VERTICAL
<br />CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED,
<br />INCLUDING INITIAL LANDSCAPING AND IRRIGATION/5PRINKL-ER INSTALLATION. ANY 5011_
<br />DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED 5HALL. BE PROMPTLY
<br />RETREATED.
<br />11, R318.17 IF A REGISTERED TERMITIGIDE FORMULATED AND R.EGI51'ERED 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 51ONED CONTRACT ASSURING THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MIN!MUM OF FIVE YEARS
<br />FROM THE ISSUE OF THE CERTIFICATE OF OGGUPANGY SHALL. BE PROVIDED 'TO 1-11F
<br />BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE 51`5TEM 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 GOMPONENT5 SHALL BE DEEMED TO GON571TUTF INSTALLATION OF
<br />THE SYSTEM.
<br />12. R318.1.8 IF A REGISTERED TE-RMIT"IGIDE FORMULATED AND REGISTERED A5 A WOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R318.1.1
<br />THROUGH R318.1.6 DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITIGIDE5
<br />SHALL BE A5 REQUIRED BY LABEL DIRECTIONS FOR U5E, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />13. R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDFD BY REGISTERED
<br />TERMITIGIDE5, INGLUDING 501L APPLIED PE5TIGIE?E5, BAITING 5Y5TEM5, AND PE5TICIDE5
<br />APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. SEE 5EC.T'ION 202,
<br />REGISTERED TERMITIGIDE. UPON COMPLETION OF THE APPI_.IGATION OF: THE TERMITE
<br />PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE I5SUED 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 AGCORI MANGE WITH
<br />RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AC RICLILTURE AND
<br />CONSUMER SERVICES."
<br />14. R318.2 PENETRATION. PROTECTIVE_ SLEEVES AROUND PIPING PENETRATING CONCRETE
<br />5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUI-OSE-CONTAINING MATERIAF_5. IF
<br />501L TREATMENT I5 U5ED FOR SUBTERRANEAN TERMITE- PROTECTION, THIF SLEEVE SHALL_
<br />HAVE A MAXIMUM WALL THICKNESS OF 0.010 INGH (0.25 MM), AND BE SL--ALED WI THIN THE
<br />SLAB USING A NON -CORROSIVE GLAMPING DEVICE TO ELIMINATE THE:. ANNULAR SPACE.
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE: THE
<br />SLEEVE.
<br />15. R318.3 GLEANING. CELLS AND CAVITIES IN MA50NRY UNITS AND AIR (SAPS BETWEEN
<br />BRIGK, STONE OR MASONRY VENEERS AND THE 5TRUGTURE SHALL. BE GLEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER
<br />GELLULO5E-GONTAINING MATERIAL PRIOR TO CONCRETE PLAGEMENT'.
<br />EXCEPTION: INORGANIG MATERIAL MANUFACTURED FOR GL051N6 CELLS IN FOUNDATION
<br />CONCRETE MASONRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PL.AGED IN CONCRETE
<br />MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />4. 8 .5. SOIL 15 TO BE COMPACTED TO q596 MODIFIED PROCTOR A5 DEFINED BY A5TM D 1557-12e1
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR
<br />SENTRIGON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR
<br />BOR-A-GOR" PRODUCT 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 GLAZING IN HAZARDOUS LOCATIONS
<br />SAFETY OLAZIN6 (RE: FRG R308.4)
<br />R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS
<br />FOR THE PURP05ES 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 SIZE THROUGH WHIGH 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 GON51DEREP TO
<br />BE A HAZARDOU5 LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60
<br />INGHE5 (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING
<br />CONDITIONS:
<br />I. WHERE THE GLAZING 15 WITHIN 24 INCHES (610 MM) OF EITHER 51DE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A CLOSED POSITION.
<br />2. WHERE THE GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CL05ED
<br />P051TION AND WITHIN 24 INCHES (610 MM) OF THE HINGE 51DE 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 ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (q14 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THI5 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 FOLLOWING
<br />CONDITIONS:
<br />I. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN g SQUARE FEET (0.83bm'); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 18 INCHES (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (c114 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE WALKING SURFACE ARE WITHIN 36 INCHES (q14 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF
<br />THE GLAZING 34 TO 38 INCHES (846 TO q65) ABOVE THE WALKING
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT CONTACTING
<br />THE GLA55 AND BE A MINIMUM OF I I/2" INCHES (38 mm) IN GROSS SECTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE
<br />BOTTOM EDGE OF THE GLA55 15 25 FEET (-1620 mm) OR MORE ABOVE GRADE, A ROOF, WALKING
<br />SURFACES OR OTHER HORIZONTAL (WITHIN 45 DEGREES (O.gl RAD) OR HORIZONTAL) SURFACE
<br />ADJACENT TO THE GLA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINC75 REGARDLE55 OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS.
<br />5. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FAGING HOT TUBS, SPAS, WHIRLPOOLS,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, 5HOWER5 AND INDOOR OR OUTDOOR 5HIMMING POOLS WHERE THE
<br />BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTIGALLT'
<br />ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />THI5 SHALL APPLY TO 51NOLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (I524 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 EXP05EP EDGE OF THE GLAZING 15 LE55 THAN 36 INCHES (q14 MM) ABOVE
<br />THE PLANE OF THE ADJACENT WALKING SURFACE OF 5TAIRHAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS
<br />AND RAMP5 SHALL BE CONSIDERED 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 INCHES (864 TO
<br />q65 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLA55 AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 112 INCHES (55 MM).
<br />2. GLAZING 36 INCHES (g14 MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKING SURFACE.
<br />GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LE55 THAN
<br />36 INCHES (ql4 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARC, LESS THAN
<br />150 DEGREES FROM THE BOTTOM TREAD N051N6 SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH 5EGTION R312 AND THE PLANE OF
<br />THE GLA55 15 MORE THAN 18 INCHES (457 MM) FROM THE GUARD.
<br />NOTE_
<br />IT 15 THE GONTRACTOR5 RESPONSIBILITY TO REVIEH ALL DRAWINGS BEFORE GON5TRUGTION BEGINS.
<br />DANSGO ENGINEERING, LLG 15 RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />DISCREPANCY BETWEEN FIELD GONDITION5, OTHER DESIGN PROFE5510NAL5' SHOP DRAHING5,
<br />GONTRAGTORS' BUILDING METHODS, AND THESE 51ONED 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 PRE55URE TREATED WOODS
<br />AS OF DEGEMBER 315T, 2003, GHROMATED COPPER ARSENATE (GGA-G) WILL NO LONGER BE PRODUCED FOR
<br />RESIDENTIAL OR GENERAL GON5UMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLACE GGA-G. MANY OF THE NEW PRESSURE TREATED WOODS USE GHEMIGALS THAT
<br />ARE GORRO51VE TO STEEL. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO SELECT APPROPRIATE GONNEGTOR5 THAT RESIST GORRO510N. FOR EXAMPLE, AGO-C,
<br />ACO--D, GBA-A, OR GA-15 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (55X) DOES NOT.
<br />HORST GASE DESION PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vaad 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRG R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.15 ENCLOSED BLDG)
<br />DESIGN 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 COMERS
<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 5x1 + 223 PSF / - 253 PSF
<br />DOUBLE 16x1 + 21.4 PSF / - 23.8 PSF
<br />
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