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SPFG I F I GAT I ONS
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 3lb-14 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL GONGRETE
<br />I. I. 2. ASGES/AG1530-I3, T 5 02-I6 4 A5GE(91AGI 550.1-13, TM5 602-16
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. I. 3. ASTM G270-12a, G476-10, AND Gq0-14 5PEGIFIGATION5 FOR MASONRY STRUCTURES
<br />I. 1.4. NATIONAL DE51GN 5PEGIFIGATIONS (NDS) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), bth EDITION (2017)
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AI5G)
<br />"DESIGN SPEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI 1-14.
<br />I. 2. DE51ON :
<br />I. 2. I. AGI 5lb-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. 2. 2. ASGE5/AGI 530-13, TMS 402-16 t A5CE6/AGI 530.1-15, TMS C902-16
<br />SPEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />I. 2. 3. ASTM G270-12a, G476-10, AND GG0-14 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. 2. 4. NATIONAL DE515N SPECIFICATIONS (NOS) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />ACGOMPANYING SUPPLEMENTS.
<br />I. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />1. 2, 6. FLORIDA RESIDENTIAL CODE (FRG), FLOR10A BUILDING CODE (FBG), 6th EDITION (2017)
<br />I. 3. SHOP DRANINC5 :
<br />I. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP PRAHIN65 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />I. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE 515NED AND SEALED BY A FLA.
<br />REG. PE. AND SHALL INCLUDE : DRAWIN05 AND CALCULATIONS, REAGTIONS AND BEARING
<br />POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS.
<br />2. DESION LOAD5
<br />THI5 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 6th ED. (2017) FLORIDA
<br />BUILDING CODE, RESIDENTIAL
<br />BUILDING CATEGORY: II
<br />2.1. DEAD LOADS
<br />ROOF
<br />TILE (TG=15P5F, BG=IOPSF) 25P5F
<br />ASPHALT SHINGLE (TG=7P5F, BG=IOPSF) I7PSF
<br />METAL (TG= I OPSF, BG= I OPSF) 20PSF
<br />FLOOR
<br />TILE (GERAMIG, 1/2" MORTAR BED) 25P5F
<br />CARPET OR HOOD 15PSF
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />20FSF
<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 />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 SNOW LOAD, Pg = N/A
<br />2. 4. HIND LOADS :
<br />BASIC HIND SPEED, V (3-SEC. GU5T)
<br />140MPH (Vasd=IObMPH)
<br />WIND EXPOSURE
<br />C
<br />INTERNAL PRESSURE GOEFFIGIENT
<br />+/-0.10
<br />GffG DESIGN PRESSURE
<br />SEE PLAN
<br />WIND BORNE DEBRIS PROTECTION
<br />5HUTTER/IMPAGT GLA55
<br />2. 5. SEISM IG DESIGN DATA:
<br />SEISMIC IMPORTANCE FACTOR, 1.
<br />LO
<br />SEISMIC RISK CATEGORY
<br />II
<br />MAPPED SPA, 55,51
<br />N/A
<br />51TE GLASS
<br />A
<br />DESIGN 5RG, 5D5, 5DI
<br />N/A
<br />SEISMIC DESIGN CATEGORY
<br />N/A
<br />BASIC SFR5
<br />MASONRY HALLS
<br />DESIGN BASE SHEAR, (UNFAGTORED)
<br />N/A
<br />SEISMIC RESPONSE COEFFICIENT, G5
<br />WA
<br />RESPONSE MODIFICATION FACTOR, R
<br />N/A
<br />ANALYSIS PROCEDURE
<br />ELF
<br />2. 6. FLOOD DE51 CAN DATA:
<br />DATUM
<br />NAVPbb
<br />FLOOD ZONE
<br />1xii
<br />BASE FLOOD ELEVATION:
<br />N/A
<br />LOWEST PROPOSED FLOOR ELEVATIONS
<br />N/A
<br />3. DFFLFGTIONS:
<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 ASTM A615/Ab15M-Oq GRADE 40, f'y = 40 Ksi
<br />4. 1.2. LAP SPLICE SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15"
<br />4. I. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE GENTERLINE OF
<br />EACH BAR EXCEPT HHERE THE COVER DIMEN5ION 15 SHOHN TO THE FACE OF THE CONCRETE.
<br />4. I. 4. REINFORGING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.5. REINFORGING MEGHANIGAL 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. DESIGN GOVER REQUIREMENT5 :
<br />G-I-P CONCRETE FORMED AGAINST EARTH : 511
<br />G-I-P CONCRETE EXPOSED TO EXTERIOR : 2"
<br />G-I-P CONCRETE NOT EXPOSED : IV2"
<br />GROUT FILLED MASONRY : 3/4
<br />WELDED HIRE FABRIC, (HHF): A1064/A1064M-16a
<br />4. I. b. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />4. 2. I.
<br />MODULES OF
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DESIGN (f'c)
<br />ELA5TIGITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 Psi
<br />2,850 Ksi
<br />G-I-P GONGRETE (NORMAL HEIGHT) HERNANDO CO. ONLY
<br />5,000 Psl
<br />5,122 Ksi
<br />G-I-P GROUT
<br />1 5,000 Psi
<br />1 5,122 Ksi
<br />4. 2. 2.
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL GON515T OF PEA ROCK (3/b" 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 HILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND GURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED SLABS (EXGLUDING EXTERIOR WALKWAYS & DRIVEHAY5)
<br />3 1/2" MIN. THICKNESS W/ 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 DESIGN MIX MAY BE USED I.L.O. HWF
<br />CONTRACTORS DISCRETION.
<br />4. 2. 7.
<br />CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL
<br />AGI- MGP 2017 STANDARDS.
<br />4.5. CONCRETE MASONRY :
<br />4. 3. I.
<br />FILLED CELLS W (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. 3. 2.
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM G90-14, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS a CAVITIES BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL STEM HALLS
<br />4. 3. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
<br />4. 5. 5.
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE HITH THE 5PEGIFIGATION5 AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY CONSTRUCTION.
<br />4. 3. 7.
<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 = 675 PSI, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF #2 OR BETTER, fb = 8?5 PSI, E = 1,40OK51
<br />4. 4. 1.2.
<br />ALL FRAME HALLS 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 HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4. 4. 4.
<br />IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY 5TRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT WITH GONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />HHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAWIN65 TO THE ENGINEER OF RECORD.
<br />4. 4. 7.
<br />DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN AGGORDANGE WITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI/TPI 1-14, BG51 2015
<br />4. 4. 5.
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT WOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN 5TRIGT
<br />AGGORDANGE HITH THE FRG SECTION R703.7.2 AND HITH ASTM G0126 INCLUDING THE
<br />REFERENCE IN ASTM Gc12b SECTION b TO SECTION XI.4.2 OF THE APPENDIX - 7/&" TOTAL
<br />THICKNESS APPLIED IN THREE LAYERS (3/8" - 3/6" - /,59 OVER METAL LATH OVER HATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A WATER -RESISTIVE
<br />VAPOR -PERMEABLE BARRIER HITH 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 WITH THE APPLICABLE BUILDING CODE AND MANUFAGTURER'5
<br />5PEGIFIGATIONS. GURING TIME FOR 3-GOAT 5T000O, EACH GOAT SHALL BE KEPT IN A MOIST
<br />CONDITION FOR AT LEAST 45 HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
<br />2ND COAT SHALL NOT BE APPLIED SOONER THAN 4b 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 HITH
<br />ASTM Gg26 INGLUDING THE REFERENCE IN A5TM GG26 5EGT10N b TO SECTION XI.4.2 OF THE
<br />APPENDIX
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING a FRAMING SHALL COMPLY TO A5TM G 1063
<br />PER FLORIDA RESIDENTIAL GODE R703.7.1
<br />4. 4. II.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANCE WITH AHPA M 4
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : ASTM A36/36M 08 Fy = 36 K51
<br />ROUND METAL PIPE : ASTM A53/A53M-12, GRADE B Fy = 35 Ksi
<br />SQUARE METAL TUBING : A5TM A500-13, GRADE B Fy = 46K5i
<br />HIGH STRENGTH BOLTS : ASTM A525-14
<br />MACHINE BOLTS : GALVANIZED ASTM A307-12
<br />4. 5. 2•
<br />SHEET METAL AGGES50RIES SHALL CONFORM TO : Fy = 33KsiWITH GqO
<br />GALVANIZED COATING IN ACCORDANCE WITH A5TM A525-q3.
<br />4. 5. 3.
<br />NAILS SHALL GON515T OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : bd = 0.151", IOd = 0.14b", 12d = 0.14b", 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 -GORRO5IVE GOATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOWN5, BEAM HANGERS, J0I5T HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'JBOLT5 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. 5.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND HALL 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 GONTRAGTOR SHALL OBTAIN APPROVAL FROM DANSGO
<br />ENGINEERING, LLG PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF
<br />MISSING OR MISPLACED GAST-IN-PLACE ANCHORS.
<br />2. GARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS
<br />WITH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN AGGORDANGE 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 GONTRAGTOR TO DE ALONG WITH CALCULATIONS THAT ARE
<br />PREPARED 8 SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE 5UB5TITUTED PRODUCT 15 CAPABLE OF AGHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT USING THE
<br />APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(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 MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUE5TION5 AND AVAILABILITY.
<br />GALL SIMPSON STRONG -TIE AT (500) qqq-5Ociq. GALL HILTI AT (866) 445-bb27.
<br />7. MEGHANIGAL ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />555.2 AND IGG-E5 AGIg3 FOR CRACKED AND UNGRAGKED GONGRETE REGOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INCLUDE:
<br />A) SGREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HUS-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "STRONG -BOLT 2" OR HILTI "KWIK BOLT TZ"
<br />b. ADHESIVE ANCHORS SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH AGI
<br />355.4 AND IGG-E5 AG30b FOR GRAGKED AND UNGRACKED CONCRETE RECOGNITION.
<br />ADHESIVE ANGHOR5 SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 31b-14 D.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION.
<br />ADHE51VE5 SHALL HAVE MAX. IN-SERVIGE SHORT-TERM TEMPERATURE OF 150°F, AND
<br />MAX. IN-SERVICE LONG-TERM TEMPERATURE OF 110°F (AGI 318 PA.2.0. PRE -APPROVED
<br />ADHESIVE ANCHORS INCLUDE:
<br />A) EPDXY: 51MP50N STRONG -TIE "SET-XP" OR HILTI "HIT -RE 500-5D"
<br />B) FAST CURE: SIMP50N STRONG -TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4. 5. 10.
<br />P05T-IN5TALLED ANGHOR5 INTO MASONRY
<br />I. MEGHANIGAL ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE WITH IGG-E5 AGOI OR AGI06.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INCLUDE:
<br />A) SGREH: SIMPSON STRONG -TIE "TITEN-HD" OR HILTI "KWIK HUS-EZ"
<br />B) EXPANSION: 51MP50N STRONG -TIE "5TRON5-13OLT 2", "WEDGE -ALL" OR HILTI
<br />"KWIK BOLT 5"
<br />2. ADHESIVE ANCHORS INSTALLED IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORDANGE 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 HOLLOW CONCRETE MASONRY � UNREINFORGED CLAY
<br />BRICK MASONRY SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH IGG-E5
<br />AG58 OR AG60, RESPECTIVELY. PRE -APPROVED ADHESIVE ANGHOR5 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 BRICK MASONRY
<br />AS REQUIRED BY THE ADHESIVE MANUFACTURER.
<br />4. 6. MICRO -LAM LUMBER:
<br />4, b. I. MIC O- AM STRESS GRADES SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,g50 PSI
<br />Ft = 1,550 PSI
<br />Fr_ = 500 P51 (PERPENDICULAR)
<br />Fr_ = 2,700 (PARALLEL)
<br />4.1. STEEL: Fv = 285 F51
<br />4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, OUALIFI.ED
<br />STEEL_ ERECTOR.
<br />4. 7. 2• FABRICATE AND ERECT ALL. STRUCTURAL STEEL. IN AGGORDANGE HITH A.I F.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 57RUC11)R.AL.
<br />STEEL FOR BUILDINGS".
<br />4.15. 5TRUCTURAL STEEL: ASTM A3(9/36M 05.
<br />4.7. 4. STEEL TUBING: ASTM A500-10, GRADE B.
<br />4, 7. 5. HELPED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET HELD S 3/1611, AHS
<br />CERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REOUE5T.
<br />4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EAGH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". APEOUATE TEMPOf-ZARY 5UPPORT-
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED GONNEGTION`=+ OR
<br />ELEMENTS ARE IN PLACE.
<br />4. 8. SO L:
<br />4. 5. I. THE FOOTING IS DESIGNED BASE ON 2000 PSF 501L BEARING PRESSURE.
<br />GONTRAGTOR/OHNER SHALL_ VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITI_.
<br />4• 5. 2• ALL 501L 15 TO BE GLEAN � POISONED FOR TERMITES PER FBG 6TH EDITION (201-1)
<br />RESIDENTIAL SECTIONS R318.1, R31b.2, R318.3, 4 R318.7
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• SOIL CHEMICAL BARRIER METHOD
<br />a OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND .SUBMIT DOCUMENTATION, HHIG
<br />SUBSTANTIATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />IF GHEM I GAL SO 1 L TERMITE TREATMENT IS USED
<br />1. FBG 105.11- "A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE TREATI-IIEN:f PROVIDER
<br />AND NEED FOR RE-IN5PEGTION AND TREATMENT GONTRAGT RENEWAL- SHALL BE
<br />PROVIDED. THE SIGN SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC PANEL"
<br />2. GONDEN5ATE AND ROOF DOHN5POUT5 SHALL P15GHAROE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING SIDE HALLS.
<br />3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEAPS 5HAI_L NOT
<br />BE INSTALLED HITHIN 1'-0" OF THE BUILDING 51DE HALL.
<br />4. FBG R318.7 - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,
<br />GLEARANGE BETWEEN EXTERIOR WALL GOVERINGS AND FINAL_ EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INCHES (152 MM)
<br />EXCEPTIONS:
<br />1. PAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN j INCH (1-1.1 MM) THIGK
<br />ADHERED DIREGTLY TO THE MASONRY FOUNDATION SIDEWALL_,
<br />2. ACCESS OR VEHICLE RAMPS WHIGH R15E TO THE INTERIOR FINISH FLOOR
<br />ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY.
<br />3. A 4 INGH (102 MM) INSPECTION _PAGE ABOVE PATIO AND GARAGE SEAL._ AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY
<br />MATCH THE BUILDING INTERIOR FIN15H FLOOR EL_EV 710N5 ON MASONRY
<br />CONSTRUCTION ONLY.
<br />5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE b�41TH SECTION R311Ps.4.
<br />5. R318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL 501L TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BAGKFILLING AND COMPACTION 15 GOMPLETE.
<br />6. R318.1.2 IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
<br />AREA DISTURBED AFTER INITIAL CHEMICAL 501L TREATMENT 51-IALL BE RETREATED WITH
<br />A CHEMICAL 501L TREATMENT INCLUDING SPACES BOXED OR FORMED.
<br />7. R318.1.3 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN
<br />CONCRETE FLOORS BOXED OUT OR FORMED FOR THE 5UBSEOUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING
<br />PLASTIC OR METAL PERMANENTLY PLACED FORMS OF 5UFFIGIENT PEPTH TO ELIMINATE
<br />ANY PLANNED 501L DISTURBANCE AFTER INITIAL GHEMIGAL- 501L TREATMENT.
<br />6. R318.1.4 IF 501L TREATMENT IS 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.. OGCUR5 BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIREP. 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. R315.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL SOIL TREATMENT, T-O
<br />ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.
<br />10. R30.1.6 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL
<br />501L TREATMENTS SHALL AL50 BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRAPE
<br />WITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE SIDEHALL5. AL E,0, A VERTICAL
<br />CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED,
<br />INGLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL_
<br />DISTURBED AFTER THE GHEMIGAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11, R31b.17 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R31W.1. THROUGH 5EGTION
<br />R315.1.6 DO NOT APPLY; HOWEVER, A SIGNED CONTRACT ASSURING THE. INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE ISSUE OF THE CERTIFICATE OF OGGUPANGY SHAL._L. 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 PHA5E PRIOR -1-0
<br />INSTALLATION OF THE PESTIGIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE COMPONENTS 514ALL BE DEEMED TO CONSTITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12. R318.1.6 IF A REGISTERED TERMITIGIDE FORMULATED AND REGI5TER.ED AS A HOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5EG7ION53 F,1 30.1.1
<br />THROUGH R316.1.6 DO NOT APPLY. APPLICATION OF THE HOOD TREATMENT TE.RNfITICIDES
<br />SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />15. R50.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIDE5, INCLUDING, SOIL APPLIED PESTIGIDES, BAITING SYSTEMS, AND PESTICIDES
<br />APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FUR 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 155UEP 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 IS IN ACCORDANCE HITH
<br />RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER SERVICES."
<br />14. R318.2 PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLULO5E-GONTAININ0 MATERIALS. IF
<br />501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED HITHIN THE
<br />SLAB U51NO A NON-GORRO5IVE CLAMPING DEVICE TO ELIMINATE T14E .ANNULAR SPACE
<br />BETWEEN THE PIPE AND THE SLEEVE. NO TER.MITIGIDES SHALL BE APPLIED IN51DE THE
<br />SLEEVE.
<br />15. R31b.3 GLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR 6AP5 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 />GELLUL05E-GONTAININO MATERIAL PRIOR TO CONCRETE PLACEMENT.
<br />EXCEPTION: INORGANIG MATERIAL MANUFACTURED FOR GLO51N6 CELLS iN FOUNDATION
<br />GONGRETE MASONRY UNIT CONSTRUCTION OR CLEAN EARTH FILL PLACED IN CONCRETE
<br />MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />4. 5 .5. SOIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR. AS DEFINED BY A5TM D 1557-12e.1
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NI -THIN .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 5ENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT 5TAGE .
<br />2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
<br />HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSEGT INFESTATION.
<br />REGU I RED SAFETY OLAZ I NO IN HAZARDOUS L OCATI ON5
<br />SAFETY GLAZING (RE: FRG R308.4)
<br />R305.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC, HAZARDOUS LOGATION5
<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 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 CONSIDERED TO
<br />BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING
<br />CONDITIONS:
<br />I. HHERE THE GLAZING 15 WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A GLOSED POSITION.
<br />2. HHERE 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 -SWINGING DOOR.
<br />EXCEPTIONS:
<br />I. DECORATIVE GLAZING.
<br />2. HHERE THERE 15 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 (c114 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY HITH SECTION R305.4.3.
<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 15 LARGER THAN q SQUARE FEET (0.836m'); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN lb INCHES (457 mm) ABOVE THE FLOOR; AND
<br />3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (q14 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE WALKING SURFACE ARE HITHIN 36 INCHES (c114 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 AGGE551BLE 5IDE(5) OF
<br />THE GLAZING 34 TO 38 INCHES (846 TO q65) ABOVE THE HALKING
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDIN5 A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) WITHOUT CONTACTING
<br />THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES Ob mm) IN GRO55 SECTIONAL HEIGHT.
<br />3. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE
<br />BOTTOM EDGE OF THE GLA55 IS 25 FEET (7620 mm) OR MORE ABOVE GRAPE, A ROOF, HALKING
<br />SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q7 RAD) OR HORIZONTAL) SURFACE
<br />ADJACENT TO THE GLASS EXTERIOR.
<br />4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE
<br />5TRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGL05URE5 OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS HHERE THE
<br />BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY
<br />ABOVE ANY STANDING OR WALKING SURFACE SHALL BE GON5IDERED TO BE A HAZARDOUS LOCATION.
<br />THIS SHALL APPLY TO SINGLE GLAZING 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 5HIMMING POOL OR
<br />FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM.
<br />6. GI-AZINO WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36 INCHES (q14 MM) ABOVE
<br />THE PLANE OF THE ADJAGENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE GON51DERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />I. HHERE A RAIL IS INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 38 INCHES 064 TO
<br />ci(95 MM) ABOVE THE HALKING 5URFAGE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE CLASS AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (38 MM).
<br />2. GLAZING 36 INCHES (r114 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING 5URFAGE.
<br />7. Gl-AZINO ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY HHERE THE GLAZING IS LE55 THAN
<br />36 INCHES M14 MM) ABOVE THE LANDING AND WITHIN A 60-INGH (1524 MM) HORIZONTAL ARG LE55 THAN
<br />180 DEGREE5 FROM THE BOTTOM TREAD N051NO SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF
<br />THE 6LA55 IS MORE THAN 15 INGHE5 (457 MM) FROM THE GUARD.
<br />NOTE
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWIN65 BEFORE CONSTRUCTION BEGINS.
<br />DAN5GO ENGINEERING, LLC, 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
<br />DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE510N PROFE5510NAL5' SHOP DRAWINGS,
<br />GONTRAGTORS' BUILDING METHODS, AND THESE 516NED AND SEALED DRAWIN65 MUST BE BROUGHT TO THE
<br />ATTENTION OF FLORIDA DE51ON SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />ATTENTION: CHEMICAL GHANGE5 IN PRESSURE TREATED WOODS
<br />AS OF DEGEMBER 515T, 2005, CHROMATED COPPER ARSENATE (GGA-G) HILL NO LONGER BE PRODUCED FOR
<br />RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLACE GGA-G. MANY OF THE NEA PRESSURE TREATED HOODS USE CHEMICALS THAT
<br />ARE CORROSIVE TO STEEL. IT 15 THE GONTRAGTOR'5 RE5PON51BILITY TO VERIFY THE TYPE OF HOOD
<br />TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AGO-C,
<br />AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />BORATE (5BX) DOES NOT.
<br />HO ST GASE DES I O N PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.15 ENCLOSED BLDG)
<br />DESIGN WIND PRE56URE:
<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 / - 34.3 PSF (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25.6 PSF / - 21.1 PSF (INTERIOR) UNLESS NOTED ON FLOOR PLANS
<br />GARAGE DOORS (ASD PRESSURES)
<br />SINGLE 9x1 + 22.3 PSF / - 25.3 PSF
<br />DOUBLE 1(ox1 + 21.4 PSF / - 23.8 PSF
<br />DAN SCO
<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.danscoengineenng.com
<br />CA 25948
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