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SPEGIFIGATICN5
<br />1. CONSTRUCTION
<br />1. 1. 1. AGI 30-14 13UILDINO GODE REGUIREMENT5 FOR STRUCTURAL GONGRETE
<br />1.1.2. ASCE5/AG1 530-13, TMS 402-16 4 ASGE(b1AGI 550.1-15, TM5 602-16
<br />SPEGIFICATIONE, FOR MASONRY 5TRUGTURES.
<br />1.1.3. A5TM G270-12a, C,4-76-10, AND GqO-14 SPEC, IF1GATIONS FOR MASONRY 5TRUCTURE5
<br />1.1.4. NATIONAL DE51ON 5PEGIFIGATIONS (ND5) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
<br />1. 1. rb. "MANUAL OF STEEL GON5TRUGTION, ALLOHABLE STRE55 DESIGN", BY THE AMERIGAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (AISG)
<br />"DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DESION :
<br />1.2.1. AGI 315-14 BUILDING CODE REOUIREMENTS FOR STRUCTURAL GONGRETE
<br />1.2.2. A5GE51AGI 550-15, TM5 402-16 $ A5GE&/AGI 550.1-15, TMS 602-16
<br />SPECIFICATIONS FOR MASONRY 5TRUGTURE5.
<br />1.2.3. A5TM G2-70-120, G476-10, AND Cclo-14 SPECIFICATIONS FOR MA50NRY STRUGTURE5
<br />1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD GONSTRUGTION, 2015 EDITION, AND ALL
<br />AGGOMPANYIN5 SUPPLEMENTS.
<br />1.2.5. PLYHOOI�) DESIGN 5FEGIFIGATION5 (APA)
<br />1. 2. rb. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
<br />SHOP PRANIN65:
<br />1.5.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP PRANIN55 HITHOUT HRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />1. 5� 2. ALL SHOP DRAHIN65 ARE TO 13E SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF GON5TRUGTION.
<br />1.3.5. ALL ROOF AND FLOOR TRU55 SHOP PRANIN05 ARE TO BE 51ONED AND SEALED BY A FLA.
<br />REG. FE. AND SHALL INCLUDE ; PRAV41NC75 AND CALCULATIONS, REAGTION5 AND BEARING
<br />POINTS, BRACING REOUIREMENT5, AND GONNECTION5 TO SUPPORTING TRUSS MEMBERS.
<br />2. DES16N LOADS
<br />TH15 STRUCTURE HAS BEEN DESIGNED IN AGGORDANGE V41TH THE 6th ED. (201-7) FLORIDA
<br />BUILDING CODE, RE51DENTIAL
<br />BUILDING GATEOORY: 11
<br />2. 1. DEAD LOADS:
<br />ROOF
<br />TILE (TC,=15PSF, E3G=lOP5F)
<br />ASPHALT SHINGLE (TG=-1P5F, BG=IOPSF)
<br />METAL (TG=IOP5F, Br-=10PSF)
<br />FLOOR
<br />TILE (CERAMIC, 1/2" MORTAR BED)
<br />GARPET OR HOOD
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />FLOOR
<br />ONE- AND THO-FAMILY ONELLIN05
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />UNINHABITABLE ATTIC,, LIMITED STORAGE
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />OTHER
<br />EXTERIOR DECKS
<br />RAILING - NONGONGURRENT
<br />LIVE LOAD REDUGTION5
<br />2. 5. ROOF SNON LOAD DATA:
<br />GROUND SNON LOAD, Pq -
<br />2. 4.
<br />NIND LOADS :
<br />BASIC HIND SPEED, V (5-SEG. GUST)
<br />V41ND EXPOSURE
<br />INTERNAL PRE55URE GOEFFIGIENT
<br />CAG DE51ON PRESSURE
<br />HIND E30RNE DEBRIS PROTEGTION
<br />2. 5.
<br />5E I 5M I C, DE51 ON DATA:
<br />SEISMIC IMPORTANCE FACTOR, 1.
<br />SEISMIC RISK CATEGORY
<br />MAPPED 5RA, 55,51
<br />51TE GLASS
<br />DE51ON 5RG, 5D5, 5DI
<br />SEISMIC, DESIGN CATEOOR'*r
<br />BASIC SFF-5
<br />DESIGN EASE SHEAR, (UNFAGTORED)
<br />SEISMIC RESPONSE GOEFFIGIENT, G5
<br />RESPONSE MODIFICATION FAGTOR, R
<br />ANALYSIS PROCEDURE
<br />2. (b.
<br />FLOOD DE51ON DATA:
<br />DATUM
<br />FLOOD ZONE
<br />13ASE FLOOD ELEVATION:
<br />LOI^E5T PROPOSED FLOOR ELEVATIONS
<br />5. DEFLEGTIC)NS:
<br />LIVE LOAD
<br />TOTAL LOAD
<br />4. MATERIALS
<br />4.1. REINFORCINO STEEL
<br />25FSF
<br />1-7PSF
<br />20P5F
<br />25F5F
<br />15F5F
<br />20PSF
<br />IOPSF
<br />20PSF
<br />5OP5F
<br />40P5F
<br />SAME AS OGGUPANGT' SERVED
<br />50PLF OR 20OLE3
<br />PER CODE
<br />N/A
<br />140MPH (Vo5d=105MPH)
<br />C,
<br />+/-0.0
<br />SEE PLAN
<br />5HUTTER/IMPAGT OLA55
<br />Ira
<br />N/A
<br />A
<br />N/A
<br />N/A
<br />MASONRY HALLS
<br />N/A
<br />N/A
<br />N/A
<br />ELF
<br />NAVDbb
<br />.1x11
<br />N/A
<br />N/A
<br />L/5(90
<br />L/240
<br />4.1.1. REINFORCING STEEL SHALL BE ASTM A(q15/ArbI5M-C)ci GRADE 40, f'y = 40 <s!
<br />4. 1.2. LAP SPLICE SHALL BE AS FOLLONS: #5 BAR 25", #4 BAR 20", #5 BAR 15".
<br />4. 1.5. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGINO ARE TO THE GENTERLINE OF
<br />EAGH BAR EXCEPT HHERE THE COVER DIMEN51ON 15 SHOHN TO THE FAGE OF THE GONGRETE.
<br />4.1.4. REINFORCING DETAIL DIMEN51ONS ARE OUT TO OUT OF BARS.
<br />4. 1.5. REINFORGINO MEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REOUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED 13Y THE ENGINEER OF REGORD,
<br />4.1.6. DESIGN COVER REGUIREMENTS :
<br />CI-P GONGRETE FORMED AGAINST EARTH 51.
<br />G-I-P CONCRETE EXPOSED TO EXTERIOR 2"
<br />G-I-P GONGRETE NOT EXP05ED V2
<br />GROUT FILLED MA50NRY : 314
<br />4. .1 HELDED HIRE FABRIC (NNF): AIO&4/AIOrv4M-I(qa
<br />4. 1. b. DETAIL REINFORCEMENT IN AGGORDANGE NITH AGI 515-LATEST EDITION.
<br />4. 2. CONCRETE .
<br />MODULES OF
<br />4.2.1.
<br />CONCRETE TYPE
<br />MIN. 2b DAY
<br />DE51ON (f'r,)
<br />ELA5TIGITT'
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 P51
<br />2,�550 K5i
<br />G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO GO. ONLY
<br />5,000 P51
<br />5,122 Ksl
<br />G-I-P GROUT
<br />1 3,000 Psi
<br />1 5,122 K51
<br />4.2.2.
<br />GONGRETE SHALL CONSIST OF " MAXIMUM AGGREGATE GONGRETE MIX NITH SLUMP
<br />BETNEEN 6" AND -P AT TIME OF PLAGEMENT. SEE SPEC, IF CATI ONE) FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.5.
<br />GROUT SHALL CON515T OF PEA ROCK (5/&" MAXIMUM AGGREGATE) GONGRETE MIX
<br />HITH SLUMP BETHEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOP,
<br />ADDITIONAL CRITERIA.
<br />4.2.4.
<br />GONSTRUGTION -JOINTS V41LL BE PERMITTED
<br />4.2.5.
<br />METHOD OF GONGRETE FORMING, PLACEMENT AND GURINO SHALL BE GONDUGTED IN
<br />AGGORPANGE NITH THE 5PEGIFIGATION5 AS STATED.
<br />4.2.6.
<br />EARTH SUPPORTED 5LAE35 (EXGLUDINO EXTERIOR NAL<NAYS a DRIVEHAYS)
<br />E3 1/2" MIN. THICKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF
<br />IN TOP OF 1-1/2" OF 5LAE3. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. MF @
<br />GONTRAGTOR5 DISCRETION.
<br />4.2.7.
<br />GONGRETE PLACEMENT PRAGTIGES SHALL BE IN AGGORDANGE H/ ALL
<br />AGI- MGP 201-7 STANDARDS.
<br />4. 5. GONGRETE MA50NRY :
<br />4. E3. 1.
<br />FILLED GELL5 H/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. E3. 2.
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM GciO-14, TYPE 11
<br />NON-MO15TURE CONTROLLED.
<br />4.3.5.
<br />ALL CELLS a GAVITIE5 BELOH GRADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS
<br />4.5.4,
<br />THE A66RE6ATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
<br />4.3.5.
<br />METHOD OF CONCRETE MASONRY PLAGEMENT AND CONSTRUCTION SHALL BE
<br />GONDUGTE0 IN ACCORDANCE HITH THE 5PEGIFIGATIONS AS STATED.
<br />4. E3. 6.
<br />MORTAR SHALL BE TYPE 'S" FOR ALL MA50NRY GON5TRUGTION.
<br />4.5.7.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GRO55 SECTION DIMENSION OR ELEVATION
<br />DIMEN51ON SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R6060.1.1
<br />4.4. STRUGTURAL LUMBER :
<br />4.4.1.1.
<br />INTERIOR LOAD BEARI HALLS 5PF STUD OR BETTER, �b = 6-75 PSI, E = 1200 <5i
<br />ALL EXTERIOR FRAMING SPF #2 OR BETTER, fb = 5-75 PSI, E = 1,40OKSI
<br />4.4.1.2.
<br />ALL FRAME HALLS TO BE GONSTRUGTED U51NO SPF ,
<br />5TUD OUALITY OR BETTER, UNLE55 NOTED OTHERN15E
<br />4.4.2.
<br />ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4.4.3.
<br />ALL PLYNOOD USED FOR INTERIOR APPLICATIONS SUGH AS SUE3 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 FLAGE OF PLYNOOD 15 TO HAVE 51MILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4.4.5.
<br />ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />GONTAGT HITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />NHEN PRE ENGINEERED TRU55ES ARE CALLED FOR ON THE PLANS THE
<br />MANUFAGTURER 15 TO SUBMIT SHOP DRAHIN55 TO THE ENGINEER OF RECORD.
<br />4. 4. 1.
<br />DESIGN, FABRICATE AND EREGT HOOD TRU55ES IN AGGORDANGE NITH THE "DESIGN
<br />5PEGIFIGATION FOR L16HT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
<br />AN51/TPI 1-14, BGSI 2015
<br />4.4.51
<br />UNTREATED HOOD SHALL NOT BE 1N DIRECT GONTAGT V41TH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARIN5 LOCATIONS HITHOUT V40OPEN TOP PLATES.
<br />4. 4. GI.
<br />ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FINISH AND SHALL BE APPLIED IN 5TRIGT
<br />AGGORPANGE HITH THE FRIG SECTION R-705.1.2 AND HITH A5TM Cc[2r9 INCLUDING THE
<br />REFERENCE IN A5TM GcT26 SEGTION 8) TO SECTION XI.4.2 OF THE APPENDIX - -7/5" TOTAL
<br />THICKNESS APPLIED IN THREE LAYERS (3/&" - 51b" - Ilb") OVER METAL LATH OVER HATER
<br />RES15TIVE BARRIER. THE HATER RES15TIVE BARRIER SHALL INCLUDE A NATER-RE51STIVE
<br />VAPOR -PERMEABLE BARRIER V41TH A PERFORMANGE AT LEAST EGUIVALENT TO THO
<br />LAYERS OF GRADE 0 PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE GONTINUOUS PLANE AND
<br />SHALL 13E ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
<br />AGGORDANGE HITH THE APPLICABLE BUILDING CODE AND MANUFAGTURERS
<br />5PEGIFIGATION5. GURINO TIME FOR 3-GOAT 5TUGGO, EACH COAT 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 45 HRS AFTER APPLICATION OF THE IST
<br />GOAT. THE FIN15H GOAT SHALL NOT BE APPLIED SOONER THAN -1 DAYS AFTER THE
<br />APPLICATION OF THE 2ND COAT. UNLE55 APPLIGATION5 INSTALLED IN AGGORDANGE V41TH
<br />A5TM GG12rq INCLUDING THE REFERENGE IN A5TM Gq2b 5EGTION �5 TO 5ECITION XIA.2 OF THE
<br />APPENDIX
<br />4.4.10.
<br />INSTALLATION OF EXTERIOR LATHING 6 FRAMIN55HALL COMPLY TO A5TM G 1065
<br />PER FLORIDA RESIDENTIAL CODE R-705.1.1
<br />4.4,11.
<br />FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELT' TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4
<br />4. 5. FASTENERS AND TIE DONNS :
<br />4.5.1.
<br />FASTENERS AND TIE DONN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, GHANNELS : ASTM A56/56M Ot3 Fy = 56 <51
<br />ROUND METAL PIPE : ASTM A55/A53M-12, GRADE E3 Fy = 35 <51
<br />SGUARE METAL TUBIN5 A5TM A500-13, GRADE E3 Fy = 46K51
<br />H16H STRENGTH BOLTS A5TM A325-14
<br />MAGHINE E30LTS : GALVANIZED A5TM AE30-7-12
<br />4.5.2.
<br />SHEET METAL AGGES50RIES SHALL CONFORM TO : Fy = 55KsiNITH OcIO
<br />GALVANIZED GOATIN6 IN AGGORDANGE HITH ASTM A525-GO.
<br />4.5.5.
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLOV45 : bd = 0.131", 10d = 0.145", 12GI = 0.145", I&d = 0.162".
<br />4.5.4-
<br />ALL FASTENERS AND TIE DOHN5 EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO REGEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
<br />PRIOR To INSTALLATION.
<br />4.5.5.
<br />ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITr, GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.6.
<br />ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND 5PEG1FIGATION5.
<br />4.5.7.
<br />CONCRETE EMBEDDED _J'E3OLT5 USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
<br />INITIAL SET OF THE GONGRETE, 5PAGING, AND ALIGNMENT ARE TO BE IN AGGORDANGE
<br />NITH THE DES16N PLANS, U.N.O. ALTERNATES TO "-J" E30LTS ARE NOTED ON PLANS.
<br />4.5.5.
<br />CONCRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE To BE
<br />PLAGED AROUND EMBEDDED REINFORCING PRIOR TO OR NHILE PLAGINO GROUT.
<br />4. 5. cf.
<br />P05T-IN5TALLED ANGHOR5 INTO CONCRETE
<br />1. P05T-IN5TALLEC) ANGHOFS SHALL ONLY BE USED HHERE SPECIFIED ON THE
<br />GONSTRUCTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN5GO
<br />ENGINEERING, LLG PRIOR TO INSTALLING P05T-INSTALLED ANGHOR5 IN PLACE OF
<br />MISSING OR M15PLAGED CAST-IN-PLAGE ANGHOR5.
<br />2. GARE SHALL BE TAKEN IN PLAGINO P05T-IN5TALLED ANGHORS To AVOID GONFLIGT5
<br />V41TH EXISTING REBAR.
<br />3. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE V41TH THE MANUFACTURER'S
<br />PRINTED N5TRUGTIONS (MPII).
<br />4. SUBSTITUTION REGUE5T5 FOR PRODUCTS OTHER THAN TH05E SPECIFIED BELOH SHALL BE
<br />SUBMITTED BY THE GONTRACTOR TO DE ALONG HITH CALCULATIONS THAT ARE
<br />PREPARED $ SEALED BY A REGISTERED FROFESS10NAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE SUE35TITUTED PRODUCT 15 CAPABLE OF AGHIEVINO
<br />EGUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT USING, THE
<br />APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(5) AS REGUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC, SPECIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
<br />AND MEGHANICAL ANGHOR5 PER THE PRODUCT'S FLORIDA FRODUGT APPROVAL.
<br />ro. GONTAGT MANUFACTURERS REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANGHOR5 AND FOR PRODUGT RELATED GUE5TIONS AND AVAILABILITY.
<br />GALL SIMPSON STRONO-TIE AT (bOO) qq1-5C)qc1. CALL HILTI AT (866) 445-5b2-7.
<br />"7. MEGHANIGAL ANCHORS SHALL HAVE BEEN OUALIFIED FOR USE IN AGGORDANGE HITH AGI
<br />555.2 AND IGG-E5 AGIci3 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE:
<br />A) 5GREH; 5IMP50N 5TRONO-TIE "TITEN-HO" OR HILTI "KHIK HUS-EZ"
<br />B) EXPAN51ON: 5IMP50N 5TRONO-TIE "5TRONO-BOLT 2" OF, HILTI "KNIK E30LT TZ"
<br />E5. APHE51VE ANCHORS SHALL HAVE BEEN GUALIFIED FOP, USE IN AGGORDANGE HITH AGI
<br />355.4 AND IGG-E5 AC,30E5 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
<br />ADHESIVE ANCHORS SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 310-14 P.2.2. HOLES SHALL BE PRY AT THE TIME OF INSTALLATION.
<br />ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150-F, AND
<br />MAX. N-SERVIGE LONO-TERM TEMPERATURE OF IIOOF (AG1 515 D.cf.2.1). PRE -APPROVED
<br />ADHESIVE ANCHORS INGLUDE:
<br />A) EPDXY: SIMPSON 5TRON6-TIE "5ET-XF" OR HILT1 "HIT -RE 500-5D"
<br />B) FAST GURE: 5IMP50N STRONO-TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5.10.
<br />POST-IN5TALLEDANGHORS INTO MASONRY
<br />1. MECHANICAL ANCHORS INSTALLED IN 50LID-5ROUTED CONCRETE MA50NRY SHALL HAVE
<br />13EEN GUALIFIED FOR USE IN AGGORDANGE NITH IGG-E5 AGOI OR AGIO6.
<br />PRE -APPROVED MECHANICAL ANGHOR5 INGLUPE:
<br />A) SGREN: 5IMP50N STRONO-TIE "TITEN-HO" OR HILTI "KHIK HU5-EZ"
<br />B) EXPAN51ON: 5IMPSON 5TR0N6-TIE 'STRONO-BOLT 2", "�\EDOE-ALL" OR HILTI
<br />"KHIK E30LT 5"
<br />2. ADHESIVE ANCHORS INSTALLED IN 50LIP-5ROUTED GONGRETE MASONRY SHALL HAVE
<br />13EEN OLIALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG55. PRE -APPROVED
<br />ADHESIVE ANGHORS INCLUDE:
<br />A) EPDXY: SIMPSON STRONO-TIE "5ET-XF"
<br />B) FAST GURE: 5IMP50N STRONO-TIE "AT-XP" OR HILTI "HIT-HY -70"
<br />3. ADHESIVE ANCHORS INSTALLED IN HOLLOH GONGRETE MA50NRT' a UNREINFORGED CLAY
<br />BRICK MASONRY SHALL HAVE BEEN OLIALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
<br />AG5b OR AG&O, RE5PEGTIVELY. PRE -APPROVED ADHE51VE ANGHORS INCLUDE:
<br />A) SIMPSON STRONO-TIE 1SET11 OR HILTI "HIT-HY -7011
<br />4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5
<br />INSTALLED IN HOLLOH CONCRETE MA50NRY OR UNREINFORGED GLAY BRIG< MASONRY
<br />AS REOUIRED BY THE ADHESIVE MANUFACTURER.
<br />4. lb. MICRO -LAM LUMBER:
<br />4.6.1. MIGRO-LAM STRE55 GRADES SHALL PROVIDE THE FOLLOHING, MINIMUM PROPERTIES:
<br />E 2,000,000 P51
<br />Fb 2,150 PSI
<br />Ft 1,550 P51
<br />Fc, 500 PSI (PERPENDIGULAR)
<br />Fr, 2300 (PARALLEL)
<br />4.1. STEEL: Fv 2P>5 PSI
<br />4.1.1. INSTALLATION OF ALL STEEL TO BE PERFORMED B-T- AN EXPERIENCED, GUALIFIEO
<br />STEEL ERECTOR.
<br />4.1.2. FABRICATE AND EREGT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.15.G.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND EREGTION OF 5TRUGTURAL
<br />STEEL FOR BUILDINGS'.
<br />4.1.5. STRUGTURAL STEEL: A5TM A36/36M 08�.
<br />4.1.4. STEEL TUBING: A5TM A500-10, GRADE B.
<br />4.1.5. HELDED GONNEGTION5: E_7OXX ELEGTRODES, MINIMUM 51ZE FILLET HELDS 3/16", AN5
<br />GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.1.6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HED STIFFENER
<br />PLATES ON EACH 51DE OF THE HEB, OF A THICKNESS EGUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />THE STEEL FRAME 15 "NON-5ELF SUPPORTING". ADEOLIATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED Br THE GONTRAGTOR UNTIL REOUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN FLAGE.
<br />4. b. 50 1 L:
<br />4. b. 1. THE FOOTING 15 DE51ONED BASE ON 2000 PSF 501L BEARINO PRESSURE.
<br />GONTRAGTOR/OHNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROP05ED SITE.
<br />4. b. 2. ALL 501L 15 TO BE GLEAN 4� P015ONED FOR TERMITES PER FBG rqTH EDITION (201-7)
<br />RESIDENTIAL 5EGTION5 R30.1, R30.2, R310.5, a R31a._7
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />6 SOIL CHEMICAL BARRIER METHOD
<br />0 OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND 5UBMIT POCUMENT/-\T!ON, HHI
<br />SUBSTANTIATES THE PROP05ED METHOD, 15 AN APPROVED TERMITE PROTEGTION5Y5TEM
<br />OR METHOD.
<br />IF GHEMICAL SOIL TERMITE TREATMENT 15 USED
<br />1. FBC, 105.11- "A PERMANENT 51ON HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-IN5PEGTION AND TREATMENT CONTRACT RENENAL SHALL BE
<br />PROVIDED. THE 51ON SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL"
<br />2. CONDENSATE AND ROOF DONNSPOUT5 SHALL n5GHAROE AT LEAST 1--0" AHAY FROM
<br />THE BUILDING 51DE HALLS.
<br />5. IRRIOATION/5PR1NKLER SYSTEMS INCLUDING ALL R15ERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED NITHIN 1'-0" OF THE BUILDING 51DE HALL.
<br />4. FBG R30.1 - IN ORDER TO PROVIDE FOP, INSPECTION FOP, TERMITE INFESTATION,
<br />GLEARANGE BETHEEN EXTERIOR NALL COVERINGS AND FINAL EARTH GRADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN (9 INGHE5 (152 MM)
<br />EXCEPTIONS:
<br />1. PAINT OR DECORATIVE GEMENTITIOU5 FINISH LESS THAN A INCH (1-7.1 MM) THICK
<br />ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEHALL.
<br />2. AGGESS OR VEHICLE RAMPS HHIGH R15E TO THE INTERIOR FIN15H FLOOR
<br />ELEVATION FOR THE HIDTH OF SUCH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) IN5FEGTION SPACE AE30VE PATIO AND GARAGE SLAE35 AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FIN15H ELEVATION MAY
<br />MATCH THE 13UILDINO INTERIOR FINISH FLOOR ELEVATIONS ON MA50NRY
<br />GONSTRUGTION ONLY.
<br />5. MASONRY VENEERS GON5TR'JGTED IN AGGORDANGE NITH SECTION R310.4.
<br />5. R50.1.1 IF 501L TREATMENT USED FOP, SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL 501L TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BACKFILLINO AND COMPACTION 15 COMPLETE.
<br />rb. R510.1.2 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
<br />AREA D15TURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED HITH
<br />A CHEMICAL 501L TREATMENT INCLUDING 5PAGES E30XED OR FORMED.
<br />-7. R50.13 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN
<br />CONCRETE FLOORS BOXED OUT OR FORMED FOP, THE 5UE35EOUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED By U51NO
<br />PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
<br />ANY PLANNED 501L D15TURBANGE AFTER INITIAL GHEMIGAL 501L TREATMENT.
<br />0. P,30.1.4 IF 501L TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION,
<br />GHEMIGALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 REGUIRED. ANY NORK, INGLUDING
<br />PLAGEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
<br />GONGRETE FLOOR 15 POURED, SHALL BE DONE IN SUGH MANNER AS TO AVOID
<br />PENETRATING OR DISTURBING TREATED SOIL.
<br />ci. R30.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />GONGRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR To EXTERIOR CHEMICAL 501L TREATMENT, TO
<br />ENHANGE VERTICAL PENETRATION OF THE GHEMIGAL5.
<br />10. R510.1b IF 501L TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION, CHEMICAL
<br />501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE
<br />HITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE 51DENALLS. ALSO, A VERTIGAL
<br />CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED,
<br />INGLUDING, INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY SOIL
<br />P15TURBED AFTER THE CHEMICAL VERT1GAL BARRIER 15 APPLIED SHALL BE PROMPTLY
<br />RETREATED.
<br />11. R50.11 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R510.1.1, THROUGH 5EGTION
<br />R50.1.6 DO NOT APPLY; HOHEVER, A 51ONED CONTRACT ASSURING 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 FOP, US REOUIRE A MONITORING PHASE PRIOR TO
<br />INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
<br />MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF
<br />THE SYSTEM.
<br />12. R30.1.b IF A RE015TERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
<br />TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION, 5EGTION5 R30.1.1
<br />THROUGH R50.1.6 00 NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5
<br />SHALL BE AS REGUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILDING APPROVAL.
<br />15. R510.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY RE06TERED
<br />TERMITIGIDE5, INGLUDINO 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 NEN GON5TRUGTION. SEE SECTION 202,
<br />RE615TERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTEGTIVE TREATMENT, A CERTIFICATE OF COMPLIANGE SHALL BE 155UED TO THE
<br />BUILPINO DEPARTMENT 13Y THE LIGEN5ED PEST CONTROL COMPANY THAT CONTAINS THE
<br />FOLLONIN& STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH
<br />RULES AND LAH5 E5TABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER SERVICES."
<br />14. R50.2 PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATIN6 CONCRETE
<br />5LA5-ON-ORADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAININC7 MATERIALS. IF
<br />501L TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED HITHIN THE
<br />SLAB USING A NON-GORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE
<br />BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. RE315.3 GLEANIN6. CELLS AND CAVITIES IN MA50NRY UNITS AND AIR OAP5 BETHEEN
<br />BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGT`URE SHALL BE GLEANED OF ALL
<br />NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER
<br />GELLULOSE-GONTAININO MATERIAL PRIOR TO GONGRETE PLACEMENT.
<br />EXCEPTION: INOROANIG MATERIAL MANUFACTURED FOP, GLOSIN& CELLS IN FOUNDATION
<br />GONGRETE MA50NRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN GONGRETE
<br />MA50NRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4.5.5. SOIL 15 TO BE GOMPAGTED To c5% MODIFIED PROCTOR AS DEFINED BY ASTM D 155-1-12ol
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS V41THIN 24" A.F.F. OR
<br />SENTRIGON SYSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING -JURISDICTION "LIOUIP 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 />V400D ARE REGUIRED TO BE FIELD TREATED TO FREVENT IN5ECT INFESTATION.
<br />REGUIRED SAFETY OLAZINO IN HAZARDOUS LOGATION5
<br />5AFETY OLAZINO (RE: FRG RE30b.4)
<br />R30&.4 HAZARDOUS LOCATIONS. THE FOLLONING, SHALL 13E GON51DERED 5PEGIFIC, HAZARDOUS LOGATION5
<br />FOR THE PURPOSES OF GLAZING:
<br />1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5NINOIN6, SLIDING AND 131FOLD DOORS.
<br />EXGEPTION5:
<br />1. GLAZED OPENINGS OF A 51ZE THROUGH NHIGH 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 AD-JAGENT TO A DOOR SHALL BE CONSIDERED To
<br />BE A HAZARDOUS LOCATION NHERE THE E30TTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INCHES (1524 MM) ABOVE THE FLOOR OR HALKINO SURFACE AND IT MEETS EITHER OF THE FOLLOHINO
<br />CONDITIONS:
<br />1. NHERE THE OLAZINC-715 NITHIN 24 INCHES (610 MMI) OF EITHER 51DE OF THE DOOR IN THE PLANE OF
<br />THE DOOR IN A CLOSED POSITION.
<br />2. HHERE THE GLAZING 15 ON A HALL PERFENDIGULAR TO THE PLANE OF THE DOOR IN A CLO5EP
<br />POSITION AND HITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-SHINOINO DOOR.
<br />EXGEPTION5:
<br />1. DECORATIVE GLAZING.
<br />2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETNEEN THE DOOR AND THE
<br />GLAZING.
<br />3. AHERE AGGE55 THROUGH THE DOOR 15 TO A CLO5ET OR STORAGE AREA 3 FEET M14 MM) OR LE55 IN
<br />DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY KITH SECTION R30a.4.5.
<br />4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS
<br />5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDON THAT MEETS ALL OF THE FOLLOHINO
<br />CONDITIONS:
<br />1. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN cf 50LIARE FEET (0.53ram2); AND
<br />2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN Ib INCHES (45-7 mm) AE30VE THE FLOOR; AND
<br />5. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES M14 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE KALKINO SURFACE ARE HITHIN 56 INGHE5 M14 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXGEPTION5:
<br />1. DECORATIVE GLAZING.
<br />2. AHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(S) OF
<br />THE GLAZING, 54 TO 35 INGHE5 (e4b TO cl(55) ABOVE THE HALKINO
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/m) HITHOUT CONTACTING
<br />THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES (5& mm) IN GROSS 5EGTIONAL HEIGHT.
<br />3. OUTE30ARD PANES IN INSULATING OLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE
<br />130TTOM EDGE OF THE OLAS515 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, KALKINO
<br />5URFAGE5 OR OTHER HORIZONTAL (NITHIN 45 DEGREES (O.cl-7 RAP) OR HORIZONTAL) SURFACE
<br />AD,JAGENT TO THE OLA55 EXTERIOR.
<br />4. ALL GLAZING IN RAILINC75 REOARDLE55 OF AREA OR HEIGHT AE30VE A HALKINO 5URFAGE. INCLUDED ARE
<br />STRUGTURAL 13ALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENGL05URE5 OR FENCES GONTAININO OR FACING HOT TUBS, SPAS, HHIRLPOOL5,
<br />SAUNAS, STEAM ROOMS, BATHTUE35,5HONERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE
<br />E30TTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN rbO INCHES (1524 MM) MEASURED VERTICALLY
<br />AE30VE AN'T' STANDING OR HALKINO SURFACE SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
<br />TH15 SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN rbO INGHE5 (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, FROM THE HATERS EDGE OF A BATHTUB, HOT TUE3,5PA, HHIRLPOOL OR SHIMMING POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />6. GLAZING HHERE THE E30TTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 56 INCHES (c114 MM) AE30VE
<br />THE PLANE OF THE AD-JAGENT KAL<ING 5URFAGE OF 5TAIRNAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS
<br />AND RAMPS SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />1. HHERE A RAIL 15 INSTALLED ON THE AGGE55IBLE 5IDE(5) OF THE GLAZING 34 TO 3& INCHES (&64 TO
<br />cl&5 MM) ABOVE THE HALKINO 5URFAGE. THE FAIL SHALL BE CAPABLE OF HITHSTANDINO A
<br />HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (150 N/M) HITHOUT GONTACITINO THE GLASS AND
<br />HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (35 MM).
<br />2. GLAZING 36 INCHES (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE 14ALKINO SURFACE.
<br />-7. GLAZING ADJAGENT TO THE LANDING AT THE E30TTOM OF A STAIRKAY NHERE THE GLAZING 15 LE55 THAN
<br />3(b INCHES (c[14 MM) AE30VF THE LANDING AND HITHIN A roO-INGH (1524 MM) HORIZONTAL ARC LE55 THAN
<br />18>0 DEGREES FROM THE BOTTOM TREAD N051NO SHALL 13E GON51PERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING HITH SECTION R512 AND THE PLANE OF
<br />THE OLA55 15 MORE THAN lb INCHES (451 MM) FROM THE GUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEk4 ALL DRAkqIN05 BEFORE GONSTRUGTION BEGINS.
<br />DANSGO ENOINEERINO, LLC, 15 RESPONSIBLE FOR THE STRUCTURAL INTEORIT*r OF TH15 PROJEGT ONLY. ANY
<br />015GREPANGY BETHEEN FIELD CONDITIONS, OTHER DE51ON PROFE55IONALS'5HOP DRAHIN65,
<br />GONTRAGTOR5BUILDINO METHODS, AND THE5E5101NED AND SEALED DRAKNOS MU5T BE 13ROUOHT TO THE
<br />ATTENTION OF FLORIDA DESION SOLUTIONS, ING. PRIOR TO THE GOMMENC'EMENT OF GONSTRUCTION.
<br />ATTENTION: GHEMIGAL GHANOE5 IN PRESSURE TREATED NOODS
<br />AS OF DEGEMBER 315T, 2005, GHROMATED GOPPER AR5ENATE (6GA-G) kqILL NO LONOER BE PRODUGED FOR
<br />RE51DENTIAL OR OENERAL CON5UMER USE. SEVERAL NEk4 PRE55URE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEk4 PRESSURE TREATED k4OODS USE GHEMIGALS THAT
<br />ARE GORRO51VE TO STEEL. IT 15 THE CONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE -IYPE OF HOOD
<br />TREATMENT AND TO SELECT APPROPRIATE GONNEGTORS THAT RE515T GORRO5101N. FOR EXAMPLE, ACGZ-G,
<br />AGO-D, GBA-A, OR GA-B REGUIRE HOT -DIPPED OALVANIZED OR 5TAINLE55 STEEL FASTENERS. POT 50DIUM
<br />E30RATE (554 DOES NOT.
<br />HORST GASE DESION PRESSURE TABLE
<br />5ULDING IDATA
<br />WINE) SPEED 140 MPH (vasd 10b MPH)
<br />WINE) EXPOSURE -- 1C, (FRO R301)
<br />INTERNAL PRE55URE COEFFICIENT= +/- 0.15 ENCLOSED 5LDG)
<br />IDE51GN WIND PRE56URE:
<br />(COMPONENT AND CLADD ING) WORST CASE (10 5F - ENE) ZONE)
<br />0 ENE) ZONE 15 ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR 5UILDING COFNERS
<br />WINDOWS AND DOORS (A6D PRESSURES)
<br />140 MPH + 25.(o P5F / - 343 P5F (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25.6 PSF / - 21.1 P5F (INTERIOR) UNLE55 NOTED ON FLOOR PLANS
<br />GARAGE DOORS (A,51) PRESSURES)
<br />SINGLE 130 + 223 PSF 25.3 PSF
<br />DOU5LE I(ox1 + 21.4 P6F 23.8 PSF
<br />DANSCO
<br />ENGINEERING, ILLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 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 ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 1 08MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORIFION
<br />OFTHIS DPAWINGONLY.
<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 CLIENT ON TH S PROJECT. ANY REPRODUCTION
<br />IS
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSION NO. 1.03 02.11.19
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390221
<br />DATE ISSUED: 02.20.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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