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I
<br />1. 5PEGIFIGATIONS
<br />1. 1. CON5TRUGTION
<br />1, 1. 1. AGI 519-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />1.1.2. A5GE5/AG1 530-13, TM5 402-16 4 A5GE61AGI 530.1-13, TM5 602-16
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />1. 1.3. A5TM C-270-12o, C-4-76-10, AND G110-14 SPECIFICATIONS FOR MA50NRY STRUCTURES
<br />1.1.4. NATIONAL PE516N SPECIFICATIONS NOS) FOR HOOD CONSTRUCTION, 2015 EDITION, ANP ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
<br />1. I.b. "MANUAL OF STEEL CONSTRUCTION, ALLOHABLE 5TRE55 DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15G)
<br />1. 7. "DE51 ON SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-14.
<br />1.2. DE51 ON :
<br />1.2.1. AGI 515-14 BUILDING, CODE REQUIREMENTS FOR STRUCTURAL CONGRETE
<br />1.2.2. A5GE5/AGI 530-13, TM5 402-16 1 A5G'Eb/AGI 530.1-13, TM5 602-16
<br />5PEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />1.2.3. A5TM G210-12a, G476-10, ANP GcIO-14 SPECIFICATIONS FOR MA5ONRY5TRUGTURE5
<br />1.2.4. NATIONAL DE51ON 5PECIFIGATION5 (NOW FOR HOOP GON5TRUCTION, 2015 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />1.2.5. PLYHOOD DESION SPECIFICATIONS (APA)
<br />1.2.(0. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FE3G), 6th EDITION (201-7)
<br />SHOP DRANIN05 :
<br />1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE OE515N PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP PRAV41NC-75 HITHOUT HRITTEN APPROVAL FROM
<br />THE ENC71NEER OF RECORD.
<br />1.3.2. ALL SHOP ORAHIN65 ARE To BE SUBMITTED To THE ENC71NEER OF RECORD PRIOR TO
<br />THE GOMMENGEMENT OF GON5TRUGTION.
<br />1,3.3. ALL ROOF AND FLOOR TRU55 SHOP PRANIN65 ARE To BE 516NED AND SEALED BY A FLA.
<br />RE67. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND BEARINO
<br />POINT5,13RACINO REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRU55 MEMBERS.
<br />2. PE510N LOAD5
<br />THIS STRUCTURE HAS BEEN DE51ONED IN ACCORDANCE HITH THE 6th ED. (201-1) FLORIDA
<br />BUILDING GOPE, RE510ENTIAL
<br />BUILDING GATE&ORY: 11
<br />2. 1. DEAD LOADS:
<br />ROOF
<br />TILE (TG=15P5F, 56=10f;SF)
<br />ASPHALT SHINGLE (TG=-7P5F, B(_=IOP5F)
<br />METAL (TG,=IOP5F, Br-=IOPSF)
<br />FLOOR
<br />TILE (CERAMIC, 1/2" MORTAR BED)
<br />CARPET OR HOOD
<br />2. 2. LIVE LOADS :
<br />ROOF
<br />FLOOR
<br />ONE- ANP THO-FAMILY PHELLIN65
<br />UNINHABITABLE ATTIC, NO STORAGE
<br />UNINHABITABLE ATTIC, LIMITED STORAGE
<br />HABITABLE ATTICS, SLEEPING AREAS
<br />OTHER
<br />EXTERIOR PECKS
<br />RAILING - NONGONCURRENT
<br />LIVE LOAP REDUCTIONS
<br />2. 5. ROOF 5NON LOAD DATA:
<br />GROUND 5NOH LOAD, 1-9
<br />2.4.
<br />HIND LOADS:
<br />BA51G HINIP SPEED, V (3-5EG. OUST)
<br />HINE? EXP05URE
<br />INTERNAL PRE55URE COEFFICIENT
<br />r-4r, DESIGN PRESSURE
<br />HIND BORNE DEBRI5 PROTECTION
<br />2. 5.
<br />5E15MIG DE51ON DATA:
<br />SEISMIC IMPORTANCE FACTOR, Is
<br />SEISMIC R15K CATEGORY
<br />MAPPED SRA, 55, 51
<br />51TE GLA55
<br />PE516N SRG, 505, 5F,))
<br />SEISMIC DESIGN GATEC-ORY
<br />BASIC 5FRS
<br />DESIGN BASE SHEAR, (UNFArTORED)
<br />SEISMIC RESPONSE COEFFICIENT, G5
<br />RESPONSE MODIFICATION FACTOR, R
<br />ANALY515 PROCEDURE
<br />2.
<br />FLOOD DE51ON DATA:
<br />DATUM
<br />FLOOD ZONE
<br />EASE FLOOD ELEVATION:
<br />LOHE5T PROP05EP FLOOR ELEVATIONS
<br />5. DEFLEGTIONS:
<br />LIVE LOAD
<br />TOTAL LOAD
<br />4. MATERIALS
<br />4 . 1. REINFORGINO STEEL
<br />25P5F
<br />I-1P5F
<br />20P5F
<br />25P5F
<br />15F:15F
<br />20P5F
<br />IOP5F
<br />20P5F
<br />30P5F
<br />4OP5F
<br />SAME AS OCCUPANCY SERVED
<br />50PLF OR 20OLE3
<br />PER CODE
<br />N/A
<br />140MPH (Vci5d=IObMPH)
<br />G
<br />+/-0.15
<br />SEE PLAN
<br />5HUTTER/IMPACT OLA55
<br />rej
<br />N/A
<br />A
<br />N/A
<br />N/A
<br />MA50NRY HALLS
<br />N/A
<br />N/A
<br />N/A
<br />ELF
<br />NAVO55
<br />I.X1.
<br />N/A
<br />N/A
<br />L/360
<br />L/240
<br />4.1.1. REINFORCING STEEL SHALL BE A5TM A615/A615M-Oci &RAPE 40, F'y = 40 K51
<br />4.1.2. LAP SPLICE SHALL BE AS FOLLOH15: #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 13AR EXCEPT HHERE THE COVER DIMEN51ON 15 5HONN TO THE FACE OF THE CONCRETE.
<br />4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4.1.5. 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 />4.1.6. DE51ON COVER REQUIREMENTS 3
<br />C,-I-P CONCRETE FORMED AGAINST EARTH 3.1
<br />G-I-P CONCRETE EXP05ED TO EXTERIOR 2"
<br />0-1-P CONCRETE NOT EXP05ED I)V2
<br />GROUT FILLED MA50NRY : Z/4
<br />4. 1. 1. HELPED V41RE FABRIC (KHF): AIO641AIOfb4M-I(ba
<br />4. 1. b. DETAIL REINFORCEMENT IN ACCORDANCE HITH AGI 315-LATEST EDITION.
<br />4. 2. CONCRETE :
<br />4.2.1.
<br />CONCRETE TYPE
<br />MIN. 29> DAY
<br />DESIGN (f'cd
<br />MODULES OF
<br />ELASTICITY
<br />DE51ON (E)
<br />G-I-F CONCRETE (NORMAL HEIGHT)
<br />2,500 P51
<br />2,b5O K5I
<br />G-I-P CONCRETE (NORMAL 1,4EIC7HT) HERNANDO CO. ONLY
<br />3,000 Psi
<br />5,122 Ksi
<br />G-I-F GROUT
<br />. 3,000 P51
<br />. 3,122 K51
<br />4.2.2.
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM A66REOATE CONCRETE MIX HITH SLUMP
<br />5ETHEEN 6" AND 7 AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.3.
<br />GROUT SHALL GON515T OF PEA ROCK (31b" MAXIMUM AGGREGATE) CONCRETE MIX
<br />V41TH SLUMP BETHEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR
<br />ADDITIONAL CRITERIA.
<br />4.2.4.
<br />CON5TRUGTION JOINTS V41LL BE PERMITTED
<br />4.2.5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE V41TH THE SPECIFICATIONS AS STATED.
<br />4.2.6.
<br />EARTH SUPPORTED SLABS (EXGLUDINO EXTERIOR HALKHAY5 4 ORIVEKAYS)
<br />3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHIF
<br />IN TOP OF 1-1/2" OF SLAB. FIBER MESH PER DE51ON MIX MAY 13E USED I.L.O. HHF @
<br />CONTRACTORS DISCRETION.
<br />4.2.1
<br />CONCRETE PLACEMENT PRAGTIGE5 SHALL BE IN ACCORDANCE H/ ALL
<br />AGI- MGP 201-7 STANDARDS.
<br />4.3. GONGRETE MA50NRY :
<br />4.3.1.
<br />FILLED CELLS H/ (1) #5 BAR SHALL BE LOGATEP PER PLAN.
<br />4.5.2.
<br />LOAD BEARING CONCRETE MA50NRY BLOGK SHALL BE A5TM GqO-14, TYPE 11
<br />NON -MOISTURE GONTROLLEP.
<br />4.3.5.
<br />ALL CELLS 4 CAVITIES BELOH GRAPE HILL BE FILLED I^V CONCRETE IN ALL STEM HALL5
<br />4.3.4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 P51 MINIMUM
<br />4.3.5.
<br />METHOD OF CONCRETE MA50NRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN AGGORDANGE HITH THE5PEGIFIGATION5 AS STATED.
<br />4.3.6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MA50NRY CONSTRUCTION.
<br />4.5.7.
<br />MA50NRY 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 R6063.1.1
<br />4.4. STRUGTURAL LUMBER :_
<br />4.4.1.1.
<br />INTERIOR LOAD 5EARIN5 HALLS 5PF STUD OR BETTER, fb = 6-75 P51, E = 1200 Ks]
<br />ALL EXTERIOR FRAMING SPF #2 OR BETTER, Fb = 9515 P51, E = 1,40OK51
<br />4.4.1.2.
<br />ALL FRAME HALLS TO BE CONSTRUCTED USING 5PF ,
<br />STUD QUALITY OR BETTER, UNLESS NOTED OTHERV415E
<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 PLYV4000 USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXF I U.N.O.
<br />4.4.4.
<br />IF 0513 E30ARP 15 TO BE USED IN PLACE OF PLYHOOD 15 TO HAVE 51MILAR OR
<br />GREATER 5EGTION PROPERTIES.
<br />4.4.5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. V4000 IN
<br />CONTACT HITH CONCRETE 15 TO RECEIVE A STANDARD ORAPE PRE55URE TREATINe.
<br />4.4.6b.
<br />HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP PRAHINC75 TO THE ENGINEER OF RECORD.
<br />4.4.7.
<br />DESIGN, FABRICATE AND ERECT V400D TRUSSES IN ACCORDANCE HITH THE "PE516N
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED V4000 TRUSSES" BY THE
<br />AN51/TPI 1-14, B/_51 2013
<br />4. 4. b.
<br />UNTREATED V400D SHALL NOT BE IN DIRECT CONTACT V41TH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARINO LOCATIONS V41THOUT HOOPEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH AND SHALL BE APPLIED IN STRICT
<br />ACCORDANCE HITH THE FRC 5EGTION R7033.2 AND V41TH A57r-1 Gq2(b INGLUPIN& THE
<br />REFERENCE IN A5TM GcI2ry SECTION 5 TO SECTION XI.4.2 OF THE APPENDIX - _7/a" TOTAL
<br />TH16KNE55 APPLIED IN THREE LAYERS (5/&" - 3A5" - 1/6") OVER METAL LATH OVER HATER
<br />RESISTIVE BARRIER. THE HATER RESISTIVE BARRIER SHALL INCLUDE A KATER-RF515TIVE
<br />VAPOR-PERMEAE3LE BARRIER HITH A PERFORMANCE AT LEAST EQUIVALENT TO THO
<br />LAYERS OF GRAPE P 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 V41TH THE APPLICABLE BUILDING CODE AND MANUFACTURERS
<br />SPECIFICATIONS. CURING TIME FOR 3-GOAT STUCCO, EACH COAT SHALL BE KEPT IN A M015T
<br />CONDITION FOR AT LEAST 45 HOURS PRIOR TO THE APPLICATION OF THE NEXT COAT. THE
<br />2NO GOAT SHALL NOT BE APPLIED 50ONER THAN 45 HR5 AFTER APPLICATION OF THE 15T
<br />COAT. THE FIN15H GOAT SHALL NOT BE APPLIED 50ONER THAN -7 DAYS AFTER THE
<br />APPLICATION OF THE 2NO GOAT. UNLE55 APPLICATIONS INSTALLED IN ACCORDANCE HITH
<br />ASTM Gq2b INCLUDING THE REFERENCE IN A5TM Gc`126 5EGTION 5 T05ECTION XI.4.2 OF THE
<br />APPENDIX
<br />4.4.10.
<br />INSTALLATION OF EXTERIOR LATHING d FRAMING SHALL COMPLY TO A5TM r, 1065
<br />PER FLORIDA RESIDENTIAL CODE R-703.7.1
<br />4.4.11.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF FRE5ERVATIVELY TREATED HOOD
<br />SHALL BE TREATED IN THE FIELD IN ACCORDANCE HITH AHPA M 4
<br />4.5. FASTENERS AND TIE DONN5:
<br />4.5.1.
<br />FASTENERS AND TIE OOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : A5TM A56/36M Ob Fy = 36 Kr,1
<br />ROUND METAL PIPE : A5TM A53/A53M-12, GRAPE 13 Fy = 35 K51
<br />SQUARE METAL TUBING: A5TM A500-13, GRAPE 13 Fy = 4(?K5I
<br />HIGH STRENGTH 5OLT5 : ASTM A325-14
<br />MACHINE BOLTS : GALVANIZED A5TM A30-7-12
<br />4.5-2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM To : Fy = 33KsIHITH OcIO
<br />GALVANIZED GOATINO IN AGGORPANGE HITH A5TM A525-q3.
<br />4.5.5.
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS V41TH MINIMUM DIAMETER AS
<br />FOLLOH5 : bd = 0.151", 10d = 0,145", 12d = 0.14b", 16d = 0.162".
<br />4.5.4.
<br />ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-GORRO51VE GOATIN6 BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5.5.
<br />ALL FASTENERS AND TIE POHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.6.
<br />ALL FASTENER TIE POHNS, BEAM HANOER5,,JO15T HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND SPECIFICATIONS.
<br />4. 5. 7.
<br />CONCRETE EMBEDDED 'J5OLT5 USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5FAGINO AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />HITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5.
<br />CONCRETE EMBEDDED TIE DOHN5 USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR HHILE PLACING &ROUT.
<br />4. 5. cl.
<br />P05T-IN5TALLED ANCHORS INTO CONCRETE
<br />I . PO5T-IN5TALLEP ANCHORS SHALL ONLY BE USED HHERE SPECIFIED ON THE
<br />CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DAN5GO
<br />ENGINEERING, LLC PRIOR TO IN5TALLINC7 PO5T-IN5TALLEP ANGHOR5 IN PLACE OF
<br />M155INC7 OR MISPLACED GAST-IN-PLAGE ANGHOR5.
<br />2. CARE SHALL BE TAKEN IN PLAGIN6 PO5T-IN5TALLEP ANGHOR5 TO AVOID CONFLICTS
<br />HITH EX15TINO REBAR.
<br />3. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE HITH THE MANUFACTURERs
<br />PRINTED INSTRUCTIONS (MPII).
<br />4, 5UE35TITUTION REQUESTS FOR PRODUGT5 OTHER THAN TH05E SPECIFIED BELOV45HALL 13E
<br />SUBMITTED BY THE GONTRAGTOR TO PE ALONG HITH GALCULATION5 THAT ARE
<br />PREPARED I SEALED BY A RE015TEP-ED PROFE55IONAL ENGINEER. THE CALCULATIONS
<br />SHALL DEMONSTRATE THAT THE 5UE35TITUTED PRODUCT 15 CAPABLE OF ACHIEVING
<br />EQUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT U51NO THE
<br />APPROPRIATE DE51ON PROCEDURE AND/OR 5TANDARD(5) AS REQUIRED BY THE FLORIDA
<br />BUILDING CODE.
<br />5. PROVIDE PERIODIC SPECIAL IN5PEGTION FOR THRESHOLD BUILDIN65 FOR ALL ADHE51VE
<br />AND MECHANICAL ANCHORS PER THE PRODUGT'5 FLORIDA PRODUCT APPROVAL.
<br />(b. CONTACT MANUFACTURERS REPRESENTATIVE FOR THE INITIAL TRAINING AND
<br />INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED OUF5TIOt,6 AND AVAILABILITY.
<br />CALL 5IMP50N STRONO-TIE AT (&00) qciq-50clq. CALL HILTI AT (&bb) 445-&52-7.
<br />-7. MECHANICAL ANCHORS SHALL HAVE BEEN allALIFIED FOR USE IN ACCORDANCE HITH ACI
<br />355.2 AND IGG-ES AGIC13 FOP, CRACKED AND LINGRACKED CONCRETE RECOGNITION.
<br />PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
<br />A) SGREH; 5IMP50N 5TRON(5-TIE "TITEN-HP" OR HILTI "KHIK HU5-EZ"
<br />5) EXPANSION: 5IMP50N 5TRON5-TIE "5TRONO-13OLT 2" OR HILTI "KHIK E30LT TZ"
<br />ADHESIVE ANGHOR5 SHALL HAVE BEEN QUALIFIED FOR USE IN ACCORDANCE HITH AGI
<br />355.4 AND 1GG-ES AG305 FOR CRACKED AND UNGRAGKEP CONCRETE RECOGNITION.
<br />ADHE51VE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21
<br />DAYS PER AGI 310-14 P.2.2. HOLES SHALL BE DRY AT THE TIME OF INSTALLATION.
<br />ADHESIVES SHALL HAVE MAX. IN-5ERVIGE 5HORT-TERM TEMPERATURE OF 150-F, AND
<br />MAX. IN-5ERVIGE LONG-TERM TEMPERATURE OF 110'F (AGI 30 PA.2.1). PRE -APPROVED
<br />APHE51VE ANCHORS INCLUDE:
<br />A) EPDXY: 5IMP50N 5TRONO-TIE 'SET-XP" OR HILTI "HIT -RE 500-SD"
<br />5) FAST CURE: SIMPSON 5TRON6-TIE "AT-XP" OR HILTI "HIT-HY 200"
<br />4.5. 10.
<br />POST-IN5TALLEP ANCHORS INTO MA50NRY
<br />1. MECHANICAL ANCHORS INSTALLED IN 50LID-OROUTED CONCRETE MA50NRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN AGGORPANGE HITH IGG-E5 AGOI OR AGIO(9.
<br />PRE-APPROVEP MECHANICAL ANCHORS INCLUDE:
<br />A) 5GREH: SIMPSON 5TRONO-TIE "TITEN-HP" OR HILTI 'KHIK HU5-EZ"
<br />E3) EXPANSION: SIMPSON 5TRONO-TIE "5TRONO-BOLT 2", "HEPOE-ALL" OR HILTI
<br />"KHI< 13OLT 3"
<br />2. ADHE51VE ANCHORS INSTALLED IN 5OLIP-65ROUTED CONCRETE MA50NRY SHALL HAVE
<br />BEEN QUALIFIED FOR USE IN ACCORDANCE NITH IGG-E5 AG55. PRE-AFPROVED
<br />ADHESIVE ANCHORS 1NGLUDE:
<br />A) EPDXY: 5IMP50N STRON6-TIE "5ET-XP"
<br />5) FAST CURE: 5IMP50N 5TRONC7-TIE "AT-XP" OR HILTI "HIT-HY'70"
<br />5. ADHE51VE ANCHORS INSTALLED IN HOLLOH CONCRETE MASONRY 4 UNREINFORCEP CLAY
<br />BRICK MA50NRY SHALL HAVE 13EEN QUALIFIED FOR USE IN ACCORDANCE HITH IGO-E5
<br />AC,59� OR AG690, RESPECTIVELY. PRE-APPROVEP ADHESIVE ANCHORS INCLUDE:
<br />A) SIMPSON 5TRONC-7-TIE "SET" OR HILTI "HIT-HY -70"
<br />4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANCHORS
<br />INSTALLED IN HOLLON CONCRETE MASONRY OR UNREINFORCED CLAY BRICK MA50NRY
<br />AS REQUIRED BY THE ADHE51VE MANUFACTURER.
<br />4. b. 1. MIGRO-LAM STRESS &RAPES SHALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES:
<br />E 2,000,000 P51
<br />Fb 2,L150 P51
<br />Ft 1�550 P51
<br />Fr, 500 P51 (PERPENDICULAR)
<br />Fo 2300 (PARALLEL)
<br />4.1. STEEL: Fv 2&5 P51
<br />4. 1. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED B-T` AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4. 1. 2. FABRICATE AND ERECT ALL 5TRUCTUPAL5TEEL IN ACCORDANCE V41TH A.I.S.G.
<br />"5PFGIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILPIN65".
<br />STRUCTURAL STEEL: A5TM A36136M 05.
<br />4.1.4. STEEL TU131NO: A5TM A500-10, ORADE B.
<br />4.7.5. HELDEP CONNECTIONS: E-70XX ELECTRODES, MINIMUM SIZE FILLET HELPS 3/16", AH5
<br />CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.7.6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EACH 51PE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />THE STEEL FRAME 15 "NON-5ELF 5UPPORTINC7". ADEQUATE TEMPORARY SUPPORT
<br />SHALL 13E PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />4. b. 50 1 L:
<br />4.5.1. THE FOOTING 15 DE51ONED BASE ON 2000 P5F 501L BEARING PRESSURE.
<br />GONTRAGTOR/OHNER SHALL VERIFY 501L BEARIN6 PRE55URE OF THE PROPOSED SITE.
<br />4. &. 2. ALL 501L 15 TO BE CLEAN 4 POISONED FOR TERMITES PER F13G &TH EDITION (201-1)
<br />RE51DENTIAL 5EGTION5 R-31b.1, R30.2, R319,3, 4 R30.1
<br />TERMITE PROTECTION -
<br />PLANS MUST 5PECIFY TTPE OF TERMITE TREATMENT
<br />s 501L CHEMICAL BARRIER METHOD
<br />0 OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND 51,15MIT DOCUMENTATION, HHI
<br />5UE35TANTIATE5 THE PROP05ED METHOD, 15 AN APPROVED TERMITE PROTECTION SYSTEM
<br />OR METHOD.
<br />IF GHEMICAL 501L TERMITE TREATMENT 15 USED
<br />1. FBG 105.11- "A PERMANENT 516N HHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
<br />AND NEED FOR RE-IN5PEGTION AND TREATMENT CONTRACT RENEHAL SHALL BE
<br />PROVIDED. THE 5GN SHALL BE F05TED NEAR THE HATER HEATER OR ELECTRIC PANEL"
<br />2. CONDENSATE AND ROOF POHN5POUT5 SHALL DISCHARGE AT LEAST 1'-0" AKAY FROM
<br />THE BUILDING SIDE HALLS.
<br />3. IRRI&ATION/5PRINKLER SYSTEMS INCLUDING ALL R15ERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED V41THIN 1'-0" OF THE BUILDING SIDE HALL.
<br />4. FBG R31b.-I - IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION,
<br />CLEARANCE BETHEEN EXTERIOR HALL GOVERIN65 AND FINAL EARTH ORADE ON
<br />THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN rb INCHES (152 MM)
<br />EXCEPTIONS:
<br />1. FAINT OR DEGORATIVE GEMENTITIOU5 FINISH LESS THAN i INCH (1-7.1 MM) THICK
<br />ADHERED DIREGTLT' TO THE MASONRY FOUNDATION 5IOEHALL.
<br />2. ACCESS OR VEHICLE RAMPS HHIGH R15E TO THE INTERIOR FIN15H FLOOR
<br />ELEVATION FOR THE HIOTH OF 5UGH RAMPS ONLY.
<br />3. A 4-INGH (102 MM) INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND
<br />ENTRY AREAS.
<br />4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITES, THE FIN15H ELEVATION MAY
<br />MATCH THE BUILPIN& INTERIOR FIN15H FLOOR ELEVATION5 ON MA50NRY
<br />CONSTRUCTION ONLY.
<br />5. MA50NRY VENEERS CONSTRUCTED IN ACCORDANCE NITH SECTION R30.4.
<br />5. R31b.1.1 IF 501L TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
<br />CHEMICAL 501L TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE
<br />DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE.
<br />(b. R315.1.2 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 501L
<br />AREA D15TURBED AFTER INITIAL CHEMICAL 501L TREATMENT SHALL BE RETREATED HITH
<br />A CHEMICAL 501L TREATMENT INCLUDING SPACES E30XED OR FORMED.
<br />1. R30.1.3 IF 501L TREATMENT 15 USED FOR51.15TERRANEAN TERMITE PREVENTION, SPACE IN
<br />CONCRETE FLOORS 13OXED OUT OR FORMED FOR THE 5Uf35EGUENT INSTALLATION OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURP05E SHALL BE CREATED BY USING
<br />PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
<br />ANY PLANNED 501L DISTURBANCE AFTER INITIAL CHEMICAL 501L TREATMENT.
<br />R315.1.4 IF 501L TREATMENT 15 USED FOR 505TERRANEAN TERMITE PREVENTION,
<br />CHEMICALLY TREATED 501L SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR
<br />RETARDER TO PROTECT AC7AIN5T RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE
<br />VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIRED. ANY HORK, INGLUDIN&
<br />PLACEMENT OF REINFORGINO STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE
<br />CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID
<br />PENETRATING OR P15TURBIN67 TREATED SOIL.
<br />q. R31b.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION
<br />PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO
<br />ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.
<br />10. R515.1.6 IF 501L TREATMENT 15 USED FOR S-015TERRANEAN TERMITE PREVENTION, CHEMICAL
<br />SOIL TREATMENTS SHALL AL50 BE APPLIED UNPFR ALL EXTERIOR CONCRETE OF GRAPE
<br />HITH I FOOT (305 MM) OF THE PRIMARY STRUCTURE 51DEKALL5. ALSO, A VERTICAL
<br />CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION 15 COMPLETED,
<br />INCLUDING INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L
<br />DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED SHALL 13E PRCMPTLY
<br />RETREATED.
<br />11. R315.1-1 IF A REC71STERED TERMITICIPE FORMULATED AND REGISTERED AS A BAIT SYSTEM
<br />15 L15EP FOR SUBTERRANEAN TERMITE PREVENTION, 5EGTION R30.1.1, THROUGH SECTION
<br />R30.1.6 DO NOT APPLY; HOHEVER, A SIGNED CONTRACT A55URINC7 THE INSTALLATION,
<br />MAINTENANCE AND MONITORING OF THE BAITIN65Y5TEM FOR A MINIMUM OF FIVE YEARS
<br />FROM THE 155UE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE
<br />MILDINO 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 US REQUIRE 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. R315.1.b IF A REGISTERED TERMITICIPE FORMULATED AND RE015TEREP AS A HOOD
<br />TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R30.1.1
<br />THROUGH R315.1h DO NOT APPLY. APPLICATION OF THE HOOP TREATMENT TERMITIGIDE5
<br />SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED
<br />PRIOR TO FINAL BUILPIN5 APPROVAL.
<br />13. R315.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITIGIPE5, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
<br />APPLIED To HOOP, OR OTHER APFROVEP METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. SEE SECTION 202,
<br />REOISTEREP TERMITICIPE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
<br />PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
<br />BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
<br />FOLLOHINe STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE V41TH
<br />RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
<br />CONSUMER SERVICES."
<br />14. R315.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATIN6 CONCRETE
<br />5LAB-ON-6RAPE FLOORS SHALL NOT BE OF rELLUL05E-GONTAININC2 MATERIALS. IF
<br />SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL
<br />HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND 13E SEALED V41THIN THE
<br />SLAB U5IN(5 A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE
<br />BETKEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE
<br />SLEEVE.
<br />15. R3183 GLEANIN6. CELLS AND CAVITIES IN MASONRY UNITS AND AIR 6AP5 15FTHEEN
<br />BRICK, STONE OR MA50NRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL
<br />NON-PRE5ERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER
<br />GELLUL05E-C,ONTAININ6 MATERIAL PRIOR TO CONCRETE PLACEMENT.
<br />EXCEPTION: INOROANIG MATERIAL MANUFACTURED FOR CLOSING GELL5 IN FOUNDATION
<br />CONCRETE MA50NRY UNIT CONSTRUCTION OR GLEAN EARTH FILL PLACED IN CONCRETE
<br />MA50NRY UNIT VOIDS BELOH SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
<br />4. b .5. 501L 15 TO BE GOMPAGTEP TO q5% MODIFIED PROCTOR AS DEFINED BY A5TM P 1557-12el
<br />NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NITHIN 24" A.F.F. OR
<br />5ENTRIC,ON S`rSTEM TO BE USED
<br />1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING -JURISDICTION "LIQUID E30RATE OR
<br />BOR-A-GOR" PRODUCT OR 5ENTRICON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE .
<br />2) PRE55URE TREATED LUMBER THAT HAS BEEN GUT OR PRILLEP THAT EXP05ES UNTREATED PORTIONS OF
<br />HOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
<br />REGUIRED SAFETY OLAZINO IN HAZARDOUS LOGATIONS
<br />5AFETY QLAZIN& (R.E; FRG R30b.4)
<br />R30b.4 HAZARDOUS LOCATIONS. THE FOLLOP41NO SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS
<br />FOR THE PURPOSES OF GLAZING:
<br />1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SHINGINC-7,5LIDIN& AND BIFOLP DOORS.
<br />EXCEPTIONS:
<br />1. GLAZEP OPENIN05 OF A 51ZE THROUGH HHIGH A 3-INGH DIAMETER (76 mm)
<br />SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE GLAZING.
<br />2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A POOR SHALL BE CONSIDERED To
<br />BE A HAZARDOUS LOCATION HHERE THE 130TTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60
<br />INCHES (1524 MM) ABOVE THE FLOOR OR KALKIN5 SURFACE AND IT MEETS EITHER OF THE FOLLOHING
<br />CONDITIONS:
<br />1. HHERE THE C7LAZINC715 V41THIN 24 INCHES (610 MM) 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 PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
<br />P051TION AND HITHIN 24 INCHES (610 MM) OF THE HINGE 51DE OF AN IN-5HINGIN& DOOR.
<br />EXCEPTIONS:
<br />1. DECORATIVE GLAZING.
<br />2. HHEIRE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETHEEN THE POOR ANP THE
<br />OLAZINC7.
<br />3. HHERE ACCESS THROUGH THE DOOR 15 TO A OL05ET OR 5TORAC7E AREA 3 FEET M14 MM) OR LE55 IN
<br />DEPTH. GLAZING IN TH15 APPLICATION SHALL COMPLY HITH SECTION R306.4.3.
<br />4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINPOPq THAT MEET5 ALL OF THE FOLLOHINO
<br />CONDITIONS:
<br />1. THE EXP05ED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q SQUARE FEET (Ob3bmz); AND
<br />2. THE E50TTOM EDGE OF THE GLAZING 15 LE55 THAN Ib INCHES (451 mm) ABOVE THE FLOOR; AND
<br />5. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (0114 mm) ABOVE THE FLOOR; AND
<br />4. ONE OR MORE HALKIN& SURFACE ARE HITHIN 565 INCHES M14 mm), MEASURED HORIZONTALLY AND IN A
<br />STRAIGHT LINE, OF THE GLAZING.
<br />EXCEPTIONS:
<br />1. DECORATIVE GLAZING.
<br />2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51PE(5) OF
<br />THE GLAZING 34 To 3& INCHES (&46 TO q65) ABOVE THE HALKIN6
<br />SURFACE. THE RAIL SHALL BE CAPABLE OF HIT145TANPINC7 A HORIZONTAL
<br />LOAD OF 50 POUNDS PER LINEAR FOOT 030 N/m) HITHOUT GONTAGTINC7
<br />THE OLA55 AND BE A MINIMUM OF 1 1/2" INCHES (35 mm) IN GRO55 SECTIONAL HEIGHT.
<br />3. OUT130ARD PANES IN IN5ULATINC7 GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE
<br />E30TTOM EDGE OF THE OLA55 15 25 FEET (1620 mm) OR MORE ABOVE CRAPE, A ROOF, HALKINO
<br />SURFACES OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.q-7 RAO) OR HORIZONTAL) SURFACE
<br />ADJACENT TO THE OLA55 EXTERIOR.
<br />4. ALL 6LAZINC7 IN RAILINGS REGARDLESS OF AREA OR HEIGHT A13OVE A HALKIN67 SURFACE. INCLUDED ARE
<br />STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
<br />5. GLAZING IN HALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, NHIRLPOOL5,
<br />SAUNAS, STEAM ROOM5,13ATHTU135, 5HOHER5 AND INDOOR OR OUTDOOR 5HIMMIN6 POOLS HHERE THE
<br />BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTICALLY
<br />A13OVE ANY STANDING OR HALKINO SURFACE SHALL 13E CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />TH15 SHALL APPLY TO 51NOLE &LAZIN6 AND EACH PANE IN MULTIPLE GLAZING.
<br />EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A
<br />5TRAIC7HT LINE, FROM THE HATERS EDGE OF A BATHTUB, HOT TUB, SPA, HHIRLPOOL OR SHIMMING POOL OR
<br />FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
<br />6. GLAZING HHERE THE 130TTOM EXPOSED EDGE OF THE 5LAZINC715 LESS THAN 36 INCHES (c114 MM) ABOVE
<br />THE PLANE OF THE ADJACENT KALKINC-7 SURFACE OF 5TAIRKAY5, LANDINGS 13ETHEEN FLIC7HT5 OF 5TAIR5
<br />AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTIONS:
<br />1. HHERE A RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(5) OF THE GLAZING 34 TO 5& INCHES 064 TO
<br />C165 MM) ABOVE THE KALKINO SURFACE. THE RAIL SHALL BE CAPABLE OF HITHSTANDIN6 A
<br />HORIZONTAL LOAP OF 50 POUNDS PER LINEAR FOOT (730 N/M) P41THOUT GONTAGTIN& THE 6LA55 AND
<br />HAVE A GROS5-5EGTIONAL HEI C-7HT OF NOT LE55 THAN 1 1/2 INCHES (3b MM).
<br />2. GLAZING 36 INCHES (cl[4 MM) OR MORE MEASURED HORIZONTALLY FROM THE HALKINO SURFACE.
<br />1. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A 5TAIRKAY HHERE THE OLAZINO 15 LE55 THAN
<br />36 INCHES (c114 MM) ABOVE THE LANPINO AND HITHIN A eO-lNrH (1524 MM) HORIZONTAL ARC LE55 THAN
<br />150 DEGREES FROM THE 130TTOM TREAD N051NO SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.
<br />EXCEPTION: THE OLAZINC715 PROTECTED BY A OUARD COMPLYING V41TH SECTION R312 AND THE PLANE OF
<br />THE GLASS 15 MORE THAN Ib INCHES (451 MM) FROM THE OUARD.
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RIE51PON515ILITY TO REVIEH ALL DRAHIN05 BEFORE GON5TRUCTION BEOIN5.
<br />DAN5GO ENeINEERINe, LLG 15 RE5PON5113LE FOR THE STRUCTURAL INTEORITY OF TH15 PROJECT ONLY. ANY
<br />P15CREPANGY BETHEEN FIELP CONDITIONS, OTHER DE51eN PROFESSIONALS' SHOP DRAHIN65,
<br />GONTRACTOR6151JILDINI37 METHODS, AND THESE 51ONED AND SEALED DRAHIN65 MUST BE BROUC-HT TO THE
<br />ATTENTION OF FLORIDA DESION 5OLUTION5, ING. PRIOR TO THE GOMMENGEMENT OF GON5TRUCTION.
<br />ATTENTION: GHEMIGAL GHANC-E5 IN PRE55URE TREATED HOOPS
<br />AS OF DEGEMBER 515T, 2003, GHROMATED GOPPER AR5ENATE (6GA-G) HILL No LONISER BE PROPUGEE? FOR
<br />RESIDENTIAL OR OENERAL CONSUMER USE. SEVERAL NEH PRE55URE TREATED HOOD ALTERNATIVES HAVE
<br />BEEN GREATED TO REPLAGE GGA-G. MANY OF THE NEPq PRESSURE TREATED HOOD5 USE CHEMICALS THAT
<br />ARE CORRO51VE TO STEEL. IT 15 THE GONTRACTOR5 RE51PON515ILITY TO VERIFY THE TYPE OF H10OP
<br />TREATMENT AND TO 5ELEGT APPROPRIATE CONNECTORS THAT RE51ST CORROSION. FOR EXAMPLE, ArG-G,
<br />AGO-P, GBA-A, OR GA-E3 REGUIRE HOT -DIPPED eALVANIZED OR 5TAINLES5 STEEL FASTENERS. DOT SODIUM
<br />BORATE (515X) DOES NOT.
<br />NORST GASE DESION PRESSURE TABLE
<br />5UILIDING IDATA
<br />WIND SPEED 140 MPH (Vasd 108 MPH)
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRE55URF: COEFFICIENT= 41- 0.18 ENCLOSED BLDG)
<br />DESIGN WIND PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE 15 ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS (ASD PRESSURES)
<br />140 MPH + 25fo P5F / - 343 PSF (END) UNLESS NOTED ON FLOOR PLANS
<br />+ 25fo P5F / - 21.1 PSf (INTERIOR) UNLESS NOTED ON FLOOR PLANS
<br />GARAGE DOORS (A5D PRESSURES)
<br />SINGLE 13x1 + 223 P5F 253 PSF
<br />DOUBLE I(bx1 + 21.4 P5F 23,5 PSF
<br />I
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Floddo 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoenginee6ng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEEIrS
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C' ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT =*0. 18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AKER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />CM19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />RE -PRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />CM 19 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENG4NEERING, ULC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18 1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01-09-19 1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19 1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSIORNIVIT.10�L['02.j 9
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<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390446
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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