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5HEA34INC7 NAILEr;) P�pd (94"
<br />SABL $ FIRST CO ON TPFe;i
<br />(2) 5IMPSON H5 --
<br />Nr
<br />(g EACH BLOCK1
<br />SEE ELEVATION FOR FINISHES
<br />ON 1/2" rDX PLYNOOD V4156
<br />ED6E5
<br />�11�611 U
<br />14570PN55;1 @ TOP'FLATE,
<br />1LOCK g MIL-)HEI&HT.
<br />2"X 6" F7 PLATE N/1/2"X,5"
<br />,J-5OL7 @4a"O.C.
<br />�2) 166 TOENAILS---\
<br />NTO EACH LEI;>(5ER.
<br />2"x 4" BLOOKIN6 5PACEI:� @ 45" OIC
<br />4 TRU55ES (TOP CHORD)
<br />-2"x 4" LED6ER. (2) 12d
<br />TO EACH TRU55 NEB.
<br />(2) 2-'x4" I�)IA6,. ERACIN6
<br />5FAC,El;) @ 52" OIC
<br />(5) e?d NAILS INTO,
<br />rz,ABLE END STUDS.
<br />5: FRE-r-Nrv. COMMON
<br />2\ TRUSSES @24"O.C.
<br />R.55 IN5UL. (MIN.)
<br />(1) SIMPSON HETA20 @
<br />C/C RUN UP STUDS. WS 1/2" 5TF5UM DIAPHRA
<br />SPI (g EVERY OTHER STUD. 5d COOLER NAILS @
<br />SA5LE 5EEC71 ON
<br />S2
<br />SCALE: N.T.S.
<br />.2"x 6'' L- BRACE
<br />(2)2"x 4" DIA60NAL BRACIN6;
<br />ATTACHED NI I&CI NAILS
<br />g 4" O/C TYPICAL ATTACHED NI (5) ad NAILS
<br />6A5LE TRUSS NEB-/�
<br />rz;AELE ENZ� r;�IAC50NAL A77AC-,H�-IEN7
<br />SCALE: N.T.S.
<br />I AtD
<br />(5ROU7ED (fr-
<br />PONEL LAFPr-
<br />NINALL RE1
<br />C,ON71NUN17'� Rr=IN7—CRCF.YE=—N7 Z�E7AIL
<br />SCALE: N.T.S.
<br />I At-D
<br />CON71NW7*'�r REINr-ORCE=-��EN7 1;�E=7AIL
<br />FRE-EN61NEERED NOOP TRU55E5
<br />AT LEAST ONE TRUSS OVERLAP SPACE
<br />INIMUM (2) 12d PER JOINT
<br />MINIMUM I "xW TRUSS 5RArINry
<br />3��- t-115 I I IL I f-,� Ell!) A 1 1 am-- A I I
<br />/-NNC-,t-tUK
<br />6A5LE rz—Nr;� 1:;�E-7AIL
<br />rE
<br />S2 SCALE: N.T.S.
<br />TRUS5 BOTTOM CHORD OR
<br />2" X 4" 5LOOKIN67 NI 2 -
<br />H25 SIMP50N OR HCZ)F U.S.P. INSULATION I&CI TOF NAILS @ EACH END
<br />NOTE: 2 I&d NAILS @
<br />24" O.C. OR EGUAL TO
<br />H23 5IMP50N OR Hrl;�P U.S.P.
<br />DOUBLE TOP PLATE TRU55 E30TTOM CHORD OR
<br />BLOCKIN& CAN BE USED
<br />UN LIEU OF 5IM50N 5T(�,
<br />57RAF
<br />H2.5 SIMPSON OR HODF U.S.F,
<br />SPACE ANCHOR
<br />BOLTS 6" MAX. FROM
<br />END OF 2" X PLATE.
<br />'A' A
<br />(2)#5 CONT.
<br />2 " X 4 " STUD
<br />@ 16" C.G.
<br />(1) RON 2X4 BLOCKIN6 (9) MII�� H67T. FOR NALL
<br />H6T. < 8'- (b". (.2) RONS 2X4 BLOCKINCS, @
<br />5rd P75 FOR NALL H62T. > 5� - 6".
<br />1211 1,51-611
<br />-1/2" 1;)R`rNALL
<br />1/2' 0 X 0" ANCHOR BOLT (9 24" O.C. NI 2'
<br />0 X 5/16" PLATE NA5HER (TYP.)
<br />- 2" X 4" FT F1 ATE
<br />5HIN6LE5 / TILE TO BE
<br />FASTENED AS PER
<br />MANUFACTURERS
<br />IFICATION FOR NINI;)
<br />SPEC
<br />SPEED. CONTRACTOR TO
<br />I=PO\/Ir;)E MANUF.
<br />DOCUMENTATION 70
<br />INSPECTOR.
<br />5/5" CDX OR Icl/32"
<br />055 5HEATHIN6
<br />FASTENED 70
<br />TRUSSES NITH 5d
<br />COMMON NIRE NAILS
<br />@ 4"01c,
<br />BOUNDARIES&" 0/0
<br />ED&ES $ a" C/C
<br />FIELD
<br />H2.5 SIMPSON OR H01�)P U.5.P.
<br />INSULATION
<br />2 X 4" TOP
<br />PLATE
<br />2" X4" STUD @ 24" O.C.
<br />MAX.
<br />.LL
<br />L71 X - CF
<br />allAL (g 1,71"
<br />FRED FROM
<br />70 CONCRETE
<br />PLATE
<br />MESH ON (b MIL VAPOR BARRIER OVER
<br />CLEAN rOMPAC,7rl�) TERMITE
<br />TREATED FILL
<br />7N�FICAL IN7t:-RIOR
<br />NON-5r=ARIN6 AA1-L 1:�E7AIL
<br />1/2" CD (CEILIN<5
<br />DEN5IT'r BOARD)
<br />NI I 5/a" DR`rNALL
<br />NAILS OR 1�)R*rNALL
<br />5CRENS -7" Olr,
<br />CL6.$ 5" OIC, NALLS
<br />IX P,7. NAILER
<br />STD� 100 HOOK
<br />SEE DETAIL THIS SHEET
<br />R4.2 MIN. IN5ULA71ON
<br />ON EX7. BLOCK NALL5
<br />IX Nl�� FURRIN6
<br />@.24" C.C.
<br />1/2" 6',rP5UM
<br />NALLE30ARI�> U.N.O.
<br />PRE-EN&INEFREI�� ND TRU55 @24" O.C. U.N.C.
<br />&RACE FF-AL AND 5TICK UNDERLAYMENT f<NOC r-,-OUT BLOCK N1 (1) #5
<br />P,-5(5 MIN. INSULATION
<br />. HURRICANE ANCHOR @ EACH TRU55
<br />(SEE UPLIFT SCHEDULE)
<br />SHIN&LE5 OR CONCRETE TILE
<br />5HIN(5LE ROOF 5'1`57F-M 71LE ROOF SYSTEM
<br />1/2" CDX OR 1-7/52'' 055 RADIANT BARRIER
<br />5HEATHIN6 FA57ENED 70
<br />TRUSSES N17H 56 COMMON NIRE
<br />NAILS @ WO/C BOUNDARIES&"
<br />Olr, ED6F-5 $ E5" Clr-. FIELD
<br />DRIP
<br />FASCIA E30ARD
<br />f
<br />In
<br />I - -
<br />Milli
<br />ME
<br />HINE
<br />Milli
<br />RIME
<br />Milli
<br />1111100
<br />DIEM
<br />Milli
<br />1111100
<br />5"Xa"XI&" KNOCK -OUT BLOCK 1FILLED CELL NI (1) #5 \/ERTIrALJ
<br />NI 1#5 r-.ONT. FILLED NOTES: SEE FDN. PLAN FOR LOCATION
<br />NI 25CO F.S.I. CONCRETE OFILL LINTEL AND ALL CELLS ABOVE LINTEL.
<br />r-'� VERIF-i- THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERL
<br />a" r,.M.U. 7`rFICAL ��j
<br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
<br />71'PE 'S" MORTAR OPENIN65 LESS THAN OR EGUAL TO &'-0" IN NIDTH
<br />�7j
<br />1�)O N07 REaUIRE A00171ONAL 57EEL REINFORCEMENT
<br />UNLESS NOTED ON FLOOR PLAN.
<br />DECORATIVE r-,OATIN&
<br />7N10"FIC.,AL FILL-Et�� LINTEL A 5 5 E ls� 5 L*ro
<br />(1) #5 VERT. REBAR IN FILLED SCALE: N.T.S.
<br />CELLS. SEE FOUNDATION PLAN
<br />FOR LOCATION.
<br />a'' C,.M.0 NALL vil 1�)URO-NALL
<br />HORIZONTAL NALL REINFORC.,EMENT
<br />IX F.T. BASE NAILER AT F-\/ERr 2rd. COURSE OONT.
<br />5A5EBOARI;� 4"X4" INSPECTION FORT
<br />AT EA(f H FILLED CELL TYPICAL
<br />MIN. 5000 PSI z
<br /><' ONC SLAB z
<br />y- HEADER BLOC< U.N.O.
<br />&X(b NIAXNIA NNF r
<br />XLAF SPLICE
<br />:Z�
<br />E
<br />NOTES:
<br />& MIL VAPOR E 1. FILL ALL CELLS
<br />7;
<br />CLEAN F'015ONEI�� AND COMP. NHEN 57EM NALL 15
<br />SOIL. (c,15% MODIFIED PROCTOR BETNEEN 24" AND
<br />40" IN HE16HT
<br />PER A57M `5TP. C100 HOOK ABOVE rvRAI�)E.
<br />(2) #5 REBAR CON7. �,,IMIN. CLR. (SEE DETAIL)
<br />2. FOR STEM NALL5
<br />ON 3" CHAIR 6REATER THAN 40"
<br />HI&H- CONSULT
<br />EN&INEER
<br />571=—�vl ^ALL5EC71 ON
<br />SCALE: N.T.S.
<br />Ix P.T. BASE NAILER
<br />BA5EB,OARI�)
<br />&x& NIAxN1.4 NNF
<br />4"xW INSPECTION FORT AT
<br />EACH FILLED CELL TYPICAL
<br />5Tr;'. C100 HOOK
<br />EE DETAIL)
<br />2`x
<br />5TUI�)S 9 16" O.r-,.
<br />V-
<br />/— all C.M.U.
<br />LOAD 5EARIN6 0%
<br />EXTERIOR NALL SIN&LE 2"x P.T. STUD
<br />I&d NAILS @
<br />16" 01C T`rP.
<br />A
<br />& MIL VAF (N
<br />BARRIER
<br />v
<br />M I N. 1; k. CLEAN P015ONP:I:;) AND COMF.
<br />(2) #5 RE5AR CGON7. SOIL. (0OMPAC7F=) 70 C1596 MODIFIED
<br />ON 5" CHAIR5 T`rP. PROCTOR A5TM D155-7)
<br />U.N.0� CONTRACTOR TO PROVIDE 501L TREATMENT
<br />DOCUMENTATION TO INSPECTOR FOR REVIEN.
<br />AL71=—RNA7t=— ��ONO �=0071N6
<br />SCALE: N.T.S.
<br />NOTE:
<br />SEE 5EC71ON 0/52
<br />FOR ADDITIONAL
<br />INFORMATION
<br />5IMP50N 5P4 CONNECTOR
<br />2"x PLATE
<br />A. j
<br />7\
<br />(2) #5 CON7.
<br />(1) RON 2x f5LOrKIN6 FOR
<br />NALL H(57.,5'-&". (2) RONS 2x 5LOC<IN6
<br />FOR NALL H67. >
<br />—1/2,10 NED6E TYPE
<br />ANCHOR BOLT @ 24" O.C.
<br />N/4" MIN. EMBEDMENT
<br />&X& NIAXNIA NNF
<br />10
<br />�e N07E:
<br />HILTI 1/2"0 KNIK BOLT 11
<br />NI 6" EMBEDMENT MA"r BE
<br />USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />1"--) C E L L
<br />@ 24"
<br />�NCHOR
<br />F=RA��f=— �NALL 70 C...M.J. :�E7AIL
<br />SCALE: N.T.S.
<br />SEE FLOOR PLAN
<br />FOR HEADER CONN.
<br />2-RON5 I&d NAILS 57A66ERE1;) @
<br />16" O/C EACH FACE OR 3-RONS
<br />166 NAILS 5TA66FRED @ 16' 0/0
<br />FOR 2"xIO" OR (51REATER HEADER
<br />SEE FLOOR PLAN FOR
<br />HEADER 51ZE
<br />11
<br />-2 x4
<br />CRIPPLE
<br />(1) 2"xW
<br />STUD
<br />TRIMMER
<br />TYPICAL
<br />57UP (7`rP.)
<br />5EF
<br />FLOORFLAN
<br />FOR
<br />SEE FLOOR PLAN FOR
<br />COLUMN
<br />r-.ONNECTION
<br />51ZE
<br />P.T. 50T. PLATE
<br />11w,
<br />UPLIFT OCNNEC71ONS REaUIREI�)
<br />AT LOAD BEARIN6 NALL5 ONLr
<br />LOAZ� 5EARIN& EEX7ERIOR
<br />^ALL HEAZ�ER r��E�7AIL
<br />SCALE: N.T.S.
<br />DOUBLE IOcI
<br />TOP SPLICE
<br />NOTE:
<br />PLATE LEN(5TH5 MUST BE
<br />Iod 5" O1r-
<br />BOTTOM SPLICE
<br />OVER STUD
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<br />PROVIDED BY:
<br />2721 Agnes St
<br />Tampa FL 33619
<br />813 313 0045
<br />7
<br />11011-41—,�q,,,��
<br />10- 0, jIv.-, , , Z,
<br />N5,
<br />DATE:
<br />7/14/2020
<br />SCALE:
<br />SHEET:
<br />SCALE: N.T.S.
<br />SCALE- N.T.S.
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />
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