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I h0mby ';'')fHfy that I have performed
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PLANS REVIEWeO
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FRAME OPENING li
PE OF OFENiNG (R0\,;9h Opef1;r"g) I
_~llONTAL I VERTiCAL_I
CALL ellE -2" 82" III r
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LIVING:
GARAGE:
LANAI:
COVERED
TOT AL:
GSNEt=CAL. NOiE~ 4 eF'ECn=rCAifONe
2,
BUILDi~C, CONTRACTOR 4 ALL eUB.CONTRACTOR6 el-lALL CHECK AND VERiFY
ALL DIMENTI01'-(e AND CONDITIONe ON THE JOB 61TE FROi'1 THE DRAllJiNG6.
DI~ENe~ONe ON T~E DRAWiNG el-lALL ALllJA'(e I-lAVE PREFERE:\lCE OVER THE
6CALED DRAWiNG,
Joe 6F'ECiFICATION& 4 CONTRACTUAL REQUiREMENTe I-lAVE PREFERENCE OVER
DRAWiNC, REQUIREMENTe . Il'iFORMATfON,
LOCAL CODE REQUiREMENTe 4 (:F APPLICABLE) FHA REQUiREMENT5 oHALL HAVE
F~eFERENCE OvER DRAWiNC, 4 6FECiFICATIONe.
eOIL BENEATl-l FOOTiNG' CONC, eLABe ON C,RACE 6HALL BE WELL COI'-':PACH~D
CLEAN FILL OF 6UFFICIENT DENSITY TO SUPPORT E3EARiNC, LOAD& 4 TREATED
AC,AIN5T TERMITE& :.II/AFPROVED METHOD6 AND Ci-OEMiCALS.
CONCRETE e~ALL BE OF AFPROVED PLANT MATERiAL6 . AGCrREGATEe, TRANeFOR'tED
IJSiNC, AFPROVED METHODe . C~EMICALe,
ALL REINFORC,NC, 6TEEL el-lALL CONFORM TO LOCAL BUILDil".C, CODEe . AS.T.M,
STANDARDe, W~ERE ePLiCED, iT SI-iALL LAP 40 eAR DIA wlA MiN. OF 2'.~",
ALL REINFORCINC, eTEEL IN FOOTINC, 6~ALL BE COVERED 1.u!TI-l A MiNIMuM OF
3" CONCRETE,
ALL LUI""BER IN CONTACT 'lJ/MAeO~R'( OR CONCRETE el-lALL BE PREeSl..RE TREATED,
INeTALL TERMITE 61-liELD UJ~ERE NECEeeARY,
PROVIDE iNeECT . RODENT 61-llELOS W~ERE ALL PLUMBiNC:s , WIRING' VEWS
iOAe6 ThRtJ eLAB,
EXTERIOR WOOD FRAi"':E WALL6 SI-iALL E3E ANCHORED TO eLABJJN2 X8" LONC, "j"
T'(FE BOL Te ThRU CENTER OF PLATE AT 4'-0' ~,C, STARTiNG 8" FROM COR;-"ERe
'.l.IIO:'-.:E aOL T ON EAC~ 610E OF ALL COOR OPENiNC,S,
ALL LOAD BEARING WOOD :=RA~E MEi"':BER6 OUCH Ae P06TS , JOI6T5, BEAM6,
RAFTERe, ~EAOERe, ETC, SI-lALL BE N02 KD, e.OUT~ERN ('(ELLOlUJPIl'iE (MiN) OR
ITe EQUivALENT,
ALL CONC BLK. CONSTRt,;CTION el-lALL BE OF 600D QUAL\T'( AND CONFORM TO LOCAL..
BUILDiNG CODES' ACCEPTED TRADE PRACTICEe.
FRE.ENGINEERED TRUS6Ee eHALL BE CON6TRUCTED OF APFROvED METHODe.
MATERIAL6 ACCORDiNG TO AN ESTABUef.-:ED WOD TRUe6 ENGi:'-.:EERINC:s PROGRAM
CERTiFIED BY T~E STATE OF FLORIDA REC,i&TERED ENGiNEER.
ALL LliOOD TRuseEe, RAFTERe. JOieTe, BEAMe, F06Te ETC. 6l-lALL BE eECL.RED TO
Ti-OEIR e0FPORTiNG i"",EMBERS cu/ThE APFROFRIATE CLiP6, 6TRAF& OR ANCi-!ORe,
WOOD TRU6SEe SHALL BE eRECTED 4 iN&TALLED BY ~ET:-;ODe APFROVED ay THE
TRUse PLATE ll"ieTITUTE.
TR\.lSSE6 el-lALL BE TIED T06EThER wl2"x4" 6CABS CONT, ALONC:. RU;o...; AND TRC.66ES.
2"X 4" BLOCKiNG 61--1ALL BE INSTALLED MiD'l-iE:Gl-1T OF ALL EXTER:O~ WOOD FRAME
wALLelFl-iA REQUIRE~ENT-RECOMMENPED FOR APPLICATION OF WiRE LATH)
EXTERIOR U;OOD 6IDI;-";G OR WOOD COMPo BOARD e~ALL HAvE A MiN, CL.EARA;-";CE
FROM C:.RADE.
FLOOR PLATES OF NON-BEARiNC, OR No,\l-oHEAR iNTERiOR PARTITIO:-.;6 i'"1AY BE
AnAC~ED TO Tl-iE 6LAB 1.U/~AM6ET Pi;-..;e No, 3320 OR No, 3348 AT 3'.~" Q.C, CI--IARGE
TO BE UoED WILL BE DETERJ'1INED ay Tf.-:E DENelry OF T~E SLAB,
DRYWALL MATERIAL c INeT ALLATION 6l-iALL CONFORM TO LOCAL COCE( AND :F
NECES6AR'(, Fl-1A) REQUIREMENTS.
PROviDE AN AFFROvED FLAel-liNc, FOR ALL EXTERIOR OPE:-"Ii'<G6, vALLE'(5 AND
OTI-lER A~EA5 5PECiFIED ON PLANe. iN5T ALL Aep~AL T BAeED WATER.FROOFii'<G AT
ALL JOleTe wi A POTENTIAL FOR LEAKe,
ot-101..UER OOCR6 c eAT~ ENCL06LiRE6 51--1ALL NOT BE L.E66 Tl-lAN 3/1b' TEMPERED
c,!...A6e OR 1/4" LAMINATED GLA6e O~ APPROVED PL.A6TIC,
:N6TALL 3f!6" TEMPERE:D OR 1/4" LAMINATED GLA66 'N ALL eL.IDiNG 6L.ASS DOORS
AND ANY U),NCOW WlmlN 18" FROM TI-4E FLOOR.
PRE.FAa FIRePLACEe 6~ALL BE iNSTALLED ACCORDING TO MFC,R. 6PEC!FICATIONe 4
LOCAL BUILDING CODEe, ALL Cl-liMNEye eI--lALL. PROJECT A MiN. OF 2'-0" ABOVE
ANY PEAK WITI-lIN 10'.0" OF n-E Cl-iIMNEY,
A 30" MiNIMUM l-iEADROOi'1 !e REQUIRED ABOVE ANY ATTIC ACCEee.
INSTALL 3'/2" R.II FIBERGLA56 BAiT IN&ULAT:ON iN EXTERiOR FRAME WALLS AND IN
ANY C01"1l"'ON WALL 8ETWEEN AN ATT ACf.-:ED GARAGE: AND A DwELL INC:..
PLUMBiNG, ELECTR!CAL AND I--IVAC &'(eTEM6 5l-iALL CONFORi'1 TO COOE,
WiND0J.,6 AND COORe SI-lALL BE DEe:GNED iN ACCORDANCE TO eEC. 12~:; OF T~E
e.e.c. OR A5.C,E. eTANDARD 1, FOR WiNDLOAD REQUIRE~ENTS. 5EAL. WiLL 8E
F'LACED ON WiNDOW, OR BE PROTECTED PR'OR TO FiNAL iNePECTlo.\j,
c,ARAG~Re WilL. BE BE eTRI..:CTL.RAL DE&:C,NED iN REFERENCE TO e,B.C. '20:> OR
Ae.C,E. FOR WINDLOAD,
viNYL CR ALUMINUM eiDiNC:. OR eOFFIT e~ALL COMPL'( TO e"BC. OR Ae,C,E,
5T ANDARD 1, FOR WiNDL.OAD REQI;IRE~ENTe. .
ROOFING MATeRIAL el-iALL. BE iNeT ALLED PER 1"'ANI../FACTl...RERe ePECIFICATIONe FOR
1-l1C,~ WiND AREA 51-lALL BE INeTALLED IN ACCORDANCE WIN Ae,T,M.C, ~2b, MiNI1"'UM
_6TUCCO 20~,1
Tl-lfCi<NEee 112" ON i"1A&ONAR'( UJALL AND 1/8" OVERALL ~ETAL PLAeTER eASE, WITl-1
OR WITi-lOUT SOLID 6ACKi;-..;C,. CEMENTITIOU5 FiN!6l-l ie CONelCERED 6TUCCO,
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ENGINEERING CEr~TIFICATION OF
STRUCTURAL COMPONENTS1 ONLY
I hereby Ct3rtify that I have. pOrformoo
the attached design and it is in
compUancQ with Section 1205 of the
Standard Building Code.
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14 SH
15 SH
I 16 SH
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ALL iNTERIOR DIMEN6!Q,\l& ARE GIVEN TO
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ENTRY:
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ALL EXTERiOR DIMENe:ON6 ARE 61vEN TO
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2-2"x8" W/l /2" PLYWOOD SPACER MINIMUM
1 /2"~x8" ANCHOR BOLTS
W/ 2 3/4"~xl/4" WASHERS
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DISCONTINIOUS PERIME'rER BEAM AT GABLE
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PERIMETER BEAM
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1 /2" PLYWOOD SHEA THING ON BOTH SIDES
NAIL AND GLUE 8d COMMONS @ 6" O.C.
EDGE & 12" O.C. INTERMEDIATE
I hereby certify that 1 havo performed
the attached dosign and it is in
compliance with Section 1205 of the
Standard Building Code.
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RMH JR.
DATE
1-24-94
SCALE
3/4" = 1 ' - 0"
JOB NO.
DS125D10
SHEET
1
~F 2 SHEETS..)
2"x4" BLOCKING @ PLYWOOD EDGES
1 /2" PLYWOOD W /
8d COMMONS PER NAILING SPEC,
2"x4" @ 24" O,C.
2" SUBFACIA -
DROPPED GABLE TRUSS
1/2" PLYWOOD
8d COMMONS @ 6" O.C.
EDGES & 12" O,C.
INTERMEDIATE
PRE-ENGINE
AT 2'-0" 0
ED TRUSS
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KNOCK-OUT BLOCK W/
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TYPE
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GABLE
STRUCTURAL SPECIFICA 1l0NS
CONCRETE
A, Cement to comply with AS T,M. C 150.
B. Sand and aggregate to comply with A.S. T.M. C 33, C 330,
C 332 and A.C,1. Standard No, 813-54 or FOOT. specifications.
C. Water to meet potable water chemical standards.
E. Placing shall be in accordance with A.C.I. Building Code
.318 and 318,1.
F. Curing shall be in accordance with A.C.1. 605.
REINFORCING STEEL
A, Bars deformed in accordance with A.S.T.M, A 615-87 and
shall be grade 40 steel unless indIcated otherwise.
B. Welded wire fabric to conform Nith A.S,T,M. A 185 or A 497.
C, Placing in accordance with A.C.!. detailing manual and
A.C.1. .318 and .318.1.
METAL ACCESSORIES
Metal accessories shall conform to requirements in C.R.S,!.
"Manual of Standard Practice for Reinforced Concrete
Construction" and A.S. T.M. A 82 and A 185,
STRENGTH
A. Concrete shall have 2500 psi compressive strength in 28 days,
B. Test Cylinders shall be taken at the rate of three (3) for
each 75 cubic yards and tested in accordance with A,S. T,M.
Specifications. Further tests may also be required in
accordance with A,S. T.M. C 42.
C, Slump shall not exceed 6" unless concrete mix has been
designed to have greater slump and approved by Engineer,
CONCRETE MASONRY UNITS
A.. Units shall conform to A.S.T.M. C 129,C 145,C 90 & C 216,
B. Cement shall conform to A.S.T.M. C 150.
C. Sand shall conform to A.S,T.M, C 144.
D. Mortar shall conform to Standard Building Code Types M or S,
E. Masonry units to have full mortar coverage on horizontal
and vertical face shells,
F. Units shall have a minimum compressive strength of 2500 psi
per net area of unit.
G. All e~posed masonry surfaces shall have their Horizontal
Joints tooled and shall be sponged clean.
H. Grout shall comply with ACI-ASCE 5.30 & A.S. T.M. C 476
and be tested in accordance with C 1019,
COMPACTED FILL
Fill shall be placed in layers not to exceed 12" and compacted to
95% proctor, The degree of compaction shall be determined and
controlled in accordance with A.S.S,H.O. T-99. Before placing
fill all deleterious material shall be removed.
LUMBER
A. Non-structural grade lumber shall be stud grade or equal.
B. Trusses shall be pre-engineered in accordance with T,P,I.
and engineer certified truss drawings and the truss
layout drawings shall be furnished.
C. All lumber in contract with masonry or concrete shall be
pressure treated. Non-pressure treated lumber shall be
separated from masonry or concrete by asphalt impregnated
felt or galvanized metal.
D. Structural lumber shall be Southern Pine No. 2 or Equal.
E. Nailing shall be 8d at 6" on centers along edges and 12"
on centers at intermediate supports except for first
sheet at roof edge, at ridges and at wall corners which
shall be nailed at 4" on centers at edges and at
intermediate supports. Other nailing shall be performed in
STORY MASONRY WALL (DErrAILS)
W /FRAME ABOVE
-.
2"x4" BLOCKING @ PLYWOOD EDGES
1/2" PLYWOOD W/ -
8d COMMONS PER NAILING SPEC, 2"x4" BLOCKING
WOOD BEAM
2 1 /2" THRUBOL TS
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NAILING 8d COMMONS @ 6" O.C. EDGES & 12" O.C. INTERIOR
NAILING 8d COMMONS @ 4" O.C. EDGES AND INTERIOR ~
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NAILING 8d COMMONS @ 6" O.C, EDGES & 12" O,C. INTERIOR
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SPECIFI NAILS MAY BE 'A ,i\. V
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SUBSTI' TE ON A ONE / '-
X PEF~ NE BAS / '-
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2"x4" BLOCKING @
ALL PLYWOOD JOI N TS
2"x4" @ 16" O.C.
1 /2" PLYWOOD NAIL & GLUE
8d COMMONS @ 6" O.C. -------------
EDGES & 12" O.C.
INTERMEDIA TE
3X12X.3/16"
PLATES~
PRE-ENGIN ED TRUSS
AT 2'-0" 0
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ANGLES W/ .
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8d COMMONS PER NAILING SPEC.~ 2"x4" BLOCKING
2" SUBF ACIA
2" SUBFACIA
- HCDP
TYPICAL NAILING
PATTERN
2"x4" BLOCKING @
ALL PLYWOOD JOINTS
2"x4" @ 16" O.C. --1
1 /2" PLYWOOD ~JAIL & GLUE ___~
8d COMMONS @ 6" O.C.
EDGES & 12" O.C.
INTERMEDIATE
PRE-ENGINf ED TRUSS
AT 2'-0" 0
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KNOCK-OUT BLOCK W/
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8d COMMONS PER NAILING SPEC.
PRE-ENGINEERED TRUSS
AT 2'-0" O.C.
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2"x4" BLOCKING @
ALL PLYWOOD JOINTS
2"x4" @ 16" O.C.
1/2" PLYWOOD NAIL & GLUE
8d COMMONS @ 6" O.C.
EDGES & 12" O.C,
INTERMEDIATE
--------
accordance with the SBCCI Building Code.
F. Metal construction hardware specified ore Hughes
Manufacturing, Inc. or equa!. They sha!1 be installed
in accordance with manufactures recommendations.
G. Any areas of conventional framing shall have framing
members connected to truss members with a minimum of a
RT 14. All Conventional framing members shall be connected
to one another with a minimum of a HC hurr:can clip.
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, 4" PLYWOOD NAILED AND GLUED-
L 8d @ 4" O.C, ALONG WALL,
ER 8d @ 6" ON EDGES & 12" !NTERIOR.
1/2"0x8" ANCHOR BOLT @ 4'-0" O.C.
KNOCK-OUT BLOCK wi
#5~ POURED SOLID
DESIGN LOADING
A. Wind loading = 102 mph
B. Live loading bedroom area =.30 psf.
C. Live loading other areas = 40 psf.
D. Live loading roof = 20 psf.
E. Design criteria SBCCI Section 1205
4
8" ANCHOR BOLT @ SPACING
AND SIZE INDICATED ON PLANS
EUH 28-10 W/10-10d
Kr CK-OUT BLOCK W/
#5 POURED SOLID
SPLICES
Splices of foundation and perimeter steel shall be 12 in. minimum,
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BEilI?ING JYALL lIEilDE"'I?S
BEAM TRUSS SPAN - SHINGLE ROOF
SPAN 24 28 32 36 40 44 48
6 2X8 2X8 2X8 2X8 2X8 2X10 2X10
7 2X8 2X8 2X10 2X10 2X10 2X10 2X10
8 2X8 2X10 2X10 2X10 2X12 2X12 2X12
9 2X10 2X10 2X12 2X12 2X12 2X12 -
10 2X10 2X12 2X12 2X12 - - -
11 2X12 2X12 - - - - -
12 2X12 2X12 - - - - -
BEilRING fVilLL 1/EilDE1RS~
BEAM TRUSS SPAN - TILE ROOF
SPAN 24 28 32 36 -10 44 48
6 2X8 2X8 2X8 2X8 2X10 2X10 2X10
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6X6-#10 WV'iF
I hereby cortif'/ that I havo performed
tha attached design and it is in
complianco with Section 1205 of the
Standard Building Code.
KNOCKOU T BLOOCK
w/ #50 POURED
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POURED SOLID
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DATE
1-24-94
SCALE
3/4" = l' - 0"
JOB NO.
DS125E10
SHEET
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SU8CONTRACTOR SHALL BE LICENSED, CARRY ALL AOP~ ICABLE
INSURANCE, AND t.-AvE A CURRENT COUNTY OCCUPATiONA1- liCENCE.
ALL WORKMANS~.IP AND MA;ERIALS SHALL CO>\FOR'1 TO AL-L-====l
APPLICABLE CODES sUCt-J AS THE NATIONAL E~ECTR[CAL CODE, i
LOCAL ORDIi'\,L\NCES AND POWER COMPANY REGULA TIONS. I
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SUBCONTRACTORS SHALL iNCLUDE ALL SPECIAL FEES AND PERMiTS,
LABOR AND MATERIAL, EQUIPMENT AND ELECTRiCAL. ENGiNEERI"c,
NECf::SSARY TO PROViD::: AN APPROVED WORKiNG SYSTEM.
LIGHT ;::IXTURES EXCLUDED EXCEPT FOR ;:LOuRESCE'~ FiXTURES
AND RECESSED L GHTS,
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ELECTR1eAL NOTES
Bedrooms:
Smoke detectors shall be added inside and outside of each bedroom
and wired in series per NFPA 72.
5L.eCT~ICAL. oYM60i..~& L.eC;5~O
Service:
Shall be bonded per NEC 250-81 (c).
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Kitchen:
Receptacles within 6' of sink shall be GFCI protected per NEC
210-8(a)(5).
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1.1.1 A ~ECESSE::) CAN LiGHT ):-_=-_=-_:( I 'Sl TEl..EP'-O~E F~E:-..V~E
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All rooms:
Receptacles shall be installed per NEC 210-52.
Outdoors:
Receptacles shall be in stalled per NEC 210-52(e), 210-8(a)(3)
& 410-57.
Ba throoms :
Receptacles shall be GFCI protected per NEC 210-8(a)(1).
Receptacles shall be GFCI protected per NEC 210-8(a)(2).
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Garage:
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Washer:
Washer receptacle shall be installed per NEC 210-8(a)(2) or be
a single receptacle.
ThREE I.L!Al liGHT SWITCH
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ENGINEERING CERTIFICATI~O"(
STRUCTURAL COMPONENiS~iY '
" hereby certify lhal ~"V9 p~orl;'QJ~. , ' i
the a,ttachod doSig~.....il!,l.9llt'l in ,'. "
compliance wi~ Section 1205 Jf..~,I", '" 4'~~,*; 'h:r.t
Standard BUlldmg COOO.,~$;U_~,~
NO.
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GARAGE DoeR OPE:'\ER
Dwe NO.
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