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1, BU!LDiNG CONTRACTOR 4 ALL 5UB-Co.'m~ACTORe e~ALL. C~ECK AND VERiFY
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DRAWiN6 REQUIREMENTe, C INFORMATION.
4. LOCAL CODE REQUIREMENTe C (IF APFLlCA6LE) F~A 'REQUiREMENT6 el--lALL I--IAVE
FREFEF<ENCE OVER DRAWIN(;s 4 eFECiFICATION5,
:;. WIL 6ENEAT~ FOOTiN6 l co.'lC. eLAB5 ON 6~ADE e~ALL BE WELL COMPACTED
CLEAN FIL.L. OF eUFFICIENT DEN51TY TO eUFPORT 6EARIN6 L.OADe . TREATED
A6AiN6T TERMITE6 w/AFFROVED METHODe, AND CHEMICAL.e.
0, CONCRETE 6HALL BE OF AFFROVED FLA'lT MATERIALe c AC::6RE6ATEe, TRA"6F'O~TED
uelNC:s APPROVED METI--IOD6 l CI--IEMICALe.
1. ALL REiNFORCiNC:s eTEEL 6~ALL CONFORM TO LOCAL 6UILDiN6 CODEe . A.6.T.M.
5TANDARDe. WI-:ERE 6FLICED. IT el--lALL LAP 4rt) 6AR DIA. wlA MIN. OF 2'.0".
8. ALL ~E!NFORCiN6 5TEEL iN FOOTiNes 61--1ALL BE COVERED WIT~ A MiNIMUM OF
3" CONCRETE.
'a. ALL L.UMBER IN CONTACT '.lJ/MAeONRY OR CONCReTE 6~ALL BE pF<Ee6URE TREATED,
iNeT ALL TERMITE 61-llELD U..'HERE NECEeeARY.
:0. PROVIDE iNeECT C RODENT e~IELDe W~ERE ALL PLUMBIN6 ,W'~iN6 . VENTo
PAee TH~ eLA6.
II. ExTERIO~ WOOD FRAJ""':E WALLe 6~AL.L BE ANCHO~ED TO eLA6 '.lJ/1/2"X8" LONG "J"
TYPE BOL Te Th~ CENTER OF FLATE AT 4'.rt)" 0,C. eTARTiN6 8" FROM CO~NERe
w/ONE BOLTON EAC~ 51DE OF ALL DOO~ OPENiN65,
12. ALL LOAD BEA1=<iNes WOOD F~AME MEMBERe euc~ Ae PoeTe , JOleTe, BEAM5,
RAFTERe, ~EADERe. ETC. eHALL BE :-.io.2 K,D, WUTf-:ER.\! (YELLOW)PiNE (MiN) O~
ITe EQUIVALENT.
13. ALL CONC aLK. CONeT~CTION e~ALL BE OF 6000 QUALITY AND Co.'1FORM TO LOCAL
BUILDiN6 CODEe 4 ACCEPTED TRADE F~ACiICEe.
!4, FRE.E:-.i6INEEREO TRUeeEe 61--1ALL BE CONeTRUCTED OF APFROVEO METI--IODe .
MATERIALe ACCORDING TO AN EeTA6LleHED WOOD TRUo5 EN6iNEERiNG FROURAM
CERTIFIED BY T~E 5T ATE OF FLO~IDA RE6ieTERED EN6iNEER.
I:'. ALL WOOD TRU6eEe. RAFTERe, JOl5T5, BEAMe. FOeT5 ETC. eHALL BE eECURED TO
Tf-:E!R eUPPO~TING MEMBERe wiTHE APPROPRIATE CLiFe, eT~APe OR ANC~OR6,
WOOD TRU6eE5 61--1ALL BE ERECTED. iNeT ALLED BY METI-lODe APPROVeD BY THE
TRUe5 PLATE iN5TlTUTE,
'0, T~eeEe el-lALL BE TIED T06ET~ER w12"x4" eCA65 CONT, ALONGI RUN AND TRU6eE6,
11. 2"x 4" BLOCK1N6 el-lALL BE iNeTALLEO MID.HEIC:.I~T OF ALL ExTE~10R WOOD FRAME
WALL5lF~A REQUIREMeNT.RECOMMENCED FOR AFFLiCATiON OF WIRE LAn..)
18. ExTERIO~ WOOD elDiN6 OR WOOD COMPo BOARD e~ALL I--IAVE A MiN. CLEARANCE
FROM 6RADE.
I~, FLOOR PLATE6 OF NON-BEARiNG OR NON.6~EAR iNTE~IOR FARTITIO:-.i6 MAY BE
ATTACHED TO THE 6LA6 w/~AMeET Pi:-.i5 No. 3321tl O~ No, 3348 Ai 3'-0" O.C. CI--IAR6E
TO BE ueED WILL BE DETERMiNED 6Y THE DENelTY OF THE eLAS,
20. DRYWALL MATERIAL. l:-.ieTALLAT!o.'4 6l-lALL CONFORM TO LOCAL CODE( AND iF
NECEeeARY. FI--IA) REQUIREMENTe.
n PROVIDE AN APPROVED FLAe~i:-.i6 FO~ ALL ExTE~IO~ OPENiN<:;5, VALLEY5 AND
OTHER AREAe eFEC;FiED ON FLA"l6. ii't5TAlL A6PI--IAL T 6A6ED WATERFROOFIN6 AT
ALL JO!eTe wI A POTENTIAL FO~ LEAK5.
2'2, 5HC\l;E:R DOORe 4 aAT~ ENCLoeURE5 5I--1AU. NOT 6E LEGe T~AN 3/'~ TEMPERED
GLAee OR 1/4" LAMINATED 6LA~e CIQ AFPl"(ovED FLAeilC.
23. iN5TALL 3/'0" TEMPERED O~ 114" LAMiNATED c,LAe5 iN ALL 6LIDiNCs 6LAee DOOR5
AND ANY WiNDOUJ WI T~iN !8" F~OM T~E FLOO~.
24. PRE.FAB FIRf:PLACEe el--lALL BE NeTALLEO ACCORDiNG TO i"'r.F6R. ePECF!CAT!ONe .
LOCAL BUILOiN6 CODEe. ALL CI--IIMl'.Eye el-lALL ~RO.;ECT A MiN. OF 2'-0" ABOVE
ANY PEAK WITI--lIN 1rt)'-0" OF WE C~iMNEY.
2:;, A 3rt)" MINIMUM HeAC~OOM 15 REQUIRED A60VE A"lY ATTiC ACCE55,
20. li'teTALL 311'2" R.II FI6ER6LA&e BATT INOULATiON iN ExTERiOr< FRAME WALL6 AND iN
ANY COMMON WALL BeTWEEN AN ATTACHeD 6ARAGE AND A O\tiELLi~.
21. ~LUMeiNGI, ELECTRICAL AND I--IvAC eyeTEMe 614ALL CONFO~ TO CODE,
2e. WINOo..ue AND DOORe 61--1ALL BE DEeiC:.lNED IN ACCORDANCE TO eEC, 12e:; OF Tf-:E
5,6.C. OR A.5.C.E, eT ANDARD 1, FOR WiNDLOAD REQUIREMENTe. eeAL WILL. BE
PLACED ON WiNDOW, O~ BE P~OTECTED PRIOR TO FINAL iN6FECT!ON.
2~. 6A~A6E Doo~e WILL BE BE eTRUCTI".RAL DEe:GlNED iN REFERENCE TO 5.a.c. \2e~ OR
A.e,C.E. FO~ WiNDLOAD.
~. ViNYL OR ALUMiNUM elDiN6 OR eOFFiT el--lALL COM~L Y TO e.e,c. CR A.e,C,E.
€IT A\lOARD 1, FOR WINDL.OAD REQUIREMENT5.
)1. ROOFIN6 MATERIAL el-lALL 6E iNeTALLED PER MANUFACTURERe ePECIF1CATIONG FOR
1--11614 WIND AREA. 6~ALL BE iN6TALLED iN ACCORDANCE WIT~ A.5,T,M,C. 'a2~, MiNIMUM
)2. 5TUCCO 2~'a.l
T~:CKNEee 11'2" ON MAOONARY WALL AND 1/8" OVERALL METAL PLAeTER 6AeE, Wlm
OR WITI--IOUT 60LID aACKi:-.ic,. ceMENTITioue FiN!e~ Ie CON51DERED eTUCCO.
WINOOW F<OUO~ OF'SNINa., CfowIAF<,.
II
WINDOW
CODE
12 eH
13 6~
14 el-l
I~ 5H
'0 6~
1-l32 e~
1-l33 e~
~34 51-l
1-l34~ e~
~3:; 6~
~36 6~
2:2 6~
73 e~
2461-l
24:; 6H
2:; 6~
20 6~
32 5~
33 6~
I 34 e~
II
34:; e~
3~ e~
36 5~
.... , .', '...' :'..i:,
~OUO~ OF'E!NINO C~A~i
F~AME CFENiN6
(Roue" Ot:'er1Tr',g)
II
8LOCK CON5TRUCTION
WIDTI-i
l'a 1/8"
:21 1/4"
31 3/4"
:;3 1/8"
WOOD FRAME CON5TRUCT10N
TypE OF OPENiNG
I-iE IGI-iT
HORIZONT AL
CALL ellE -2"
CALL elZE -2"
CALL ellE
WIDT~
I-iE [G~T
PRE -I-lUNG( P~)
I DOUeL E DOOR
I elDE LI6HT
I CAeEDdFre-h..ir',g)
I 61-FOLD
I BIPAee
I POCKE T DOOR
DOUBLE CALL
51ZE .2"
CALL ellE .4'
x
x
x
x
:20"
38 3/8"
:;rt) :;/8"
03"
-;--==--~: ~~,~---I
x -:;rt) 1/8" --:- I
x 03 1/4" I
x -----14 '12;;------ I
x-2b1/4~- I
x 38 ~/8" I
I
x :;6 1/4" I
x ---- 03~li~;;------~- I
I ---;---1411~'~---~-- I
~ : -~-- i~-~~" ----- I
--;---~--~rt)- 1/8;;-------- I
x :;6 1/4" I
------;-- 63 1/4" ~ I
_~__ 14_~~ I
~3 1/4" x 2b 1/4" I
--- x 38 :;/8" I
-- x :;~ 1/8" ~1
-;--~:'6 I/~ I
-==--- : -=_~~_.~; !:f~~=~===J
CALL ellE
I~ !/4"
CALL ellE -2"
x
x
x
x
x
x
x
14 !/4"
26"
38 3/8"
:26 ~/8"
:;rt) :;/8"
5>6"
x
:;rt) 1/8"
A&Ol\RY OPENIN(i5
FOR DOORe
',WRAPd6SP. beU I
BI.FOLD
I el-PAe~ I
I eLIDING GlLA6e DR.
(.)
POCKET 5UD (.)
(pocket)
WiNOOi..iJO (,)
63"
CALL
ellE .1-1/4"
;4 1/4"
x
x
26"
38 3/8"
x
:;(tl :;/8"
VERTICAL
82"
r HORll. r
e2"
82"
el"
-l
<t
U
r-
(l
~
83"
82"
II I I
I L - ~ _~
I LRECE&e A T &J~
I
81-112'
80"
63"
CALL ellE -1" 8~"
CALL ellE -I" I
, ALL MANl...I=. VARY, 6EE I
WINDOW CHARTe FRovlDED
x
x
x
x
x
x
x
:;6"
14 114"
26"
38 3/8"
:;rt) 5> 18"
:;6"
x
03"
14 1/4"
x
;:~AMINO NOi=~: II
ALL INTeRIOR DiMENelONe ARE GlivEN TO
THE iNDICATED CENTER OF TI-:E eTuD UNLE5e
NOTED OTHERWI6E.
b.e:~eNO
DOC~ 61lE FEET
~DOCR 51lE iNCf-:Ee
3~
F'1-J P~E.~\;:-';C, (F~) or u..~AF (IJJ)
or POCi<.E T (Pi<. T )
ALL ExTERIOR DIMEN510Ne ARE 6iVEN TO
T\-lE FACE OF THE eTUD OR FACE OF BLOCK
(Ae APPROPRIATE) WHIC~ LiNE6 WITH Ti-OE
FOuNDATiON BELOW.
~WiNDOW 61lE
('34 6~
ALL WOOD IN CONTACT WITI--I CO:-';CRETE OR
MAeONRY 5~ALL BE FRE6el,,;RE TREATED OR
APPROVED CEDAR, OR HAVE I:, LB. FEL. T
BARRiER.
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ENGINEERING CERTIFICATION OF
STRUClURAL COMPONENTS ONLY
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I hereby cortify that I have performed
tho altachod doslgn and it Is i.Q
l;cmplian~ With 8eeti~\1 1 t<t5 '" \\\\1
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MiNIMuM LOAD CARRYiNG CAPACITY OF
2.(?)(?)r,t) POuND5 PER &QUARE FOOT. IF A
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OBTAiN T~E ENGiNEER 5 RE5FON5E
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EXCAVATION5 REVEAL &O\.iND ViRGiN 50lL
&UITABLE FOR FO\.JNDATION FOOTINU5.
~15 &IC::N.CFF IN 5UC~ CA5E& 1.1JILL BE
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e~EAT~ING WM.CI.IPe (NAILEO PEIQ TABL.e I)
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FO~ ~Ar<OWA::<E elZE A\lD
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ENGINEERING CERTIFICATION Ot
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NOTE: IF SHEAR PANELS ARE INDICA TED ON BOTH
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DRAWN
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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" SUBF ACIA -
2"x4" @ 24" O.C.
DROPPED GABLE TRUSS
1 /2" PLYWOOD
8d COMMONS @ 6" O.C.
EDGES & 12" O.C.
INTERMEDIA TE
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AT 2'-0" 0
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GABLE END TYPE
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STRUCllJRAL SPECIFICA TlONS
CONCRETE
A. Cement to comply with A.S.T.M. C 150.
B. Sand and aggregate to comply with A.S. ToM. C 33, C 330,
C 332 and A.C.r. Standard No. 813-54 or FOOT. specifications.
C. Water to meet potable water chemical standards.
E. Placing shall be in accordance with A.C.!. Building Code
318 and 318.1.
F. Curing shall be in accordance with A.C.!. 605.
REINFORCING STEEL
A. Bars deformed in accordance with A.S. ToM. A 615-87 and
shall be grade 40 steel unless indicated otherwise.
B. Welded wire fabrlc to conform with 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.I.
"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 C~inders shall be token at the rote 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 sholl 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 sholl have a minimum compressive strength of 2500 psi
per net area of unit.
G. All e)<posed masonry surfaces sholl have their Horizontal
Joints tooled and shall be sponged clean.
H. Grout shall comply with ACI-ASCE 530 &: 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 011 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 sholl 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 Equa!.
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
1 !2"h8 ANCHOR BOLT @ EACH #5</1 LOCA TlON
KNOCK UT BLOCK W/
1151/) P REO SOLID
" PLYWOOD NAILED AND GLUED-
L 8d @ 4- O.C. ALONG WALL,
ER 8d @ 6" ON EDGES &: 12- INTERIOR.
8" ANCHOR BOLT @ SPACING
ANO SIZE INDICA TED ON PLANS
EUH 28-10 W!10-10d
2"x4" BLOCKING @ PLYWOOD EDGES
1/2" PLYWOOD W/
8d COMMONS PER NAILING SPEC. 2"x4" BLOCKING
WOOD BEAM
2" SUBF ACIA
HCDP
2 1/2" THRUBOL TS
2-1/2" TI-iRU BOLTS
2"x4" BLOCKING @
ALL PLYWOOD JOINTS
2"x4" @ 16- O.C.
1/2" PLYWOOD NAIL &: GLUE ______ -
8d COMMONS 0 6" O.C. --------
EDGES & 12" O.C.
INTERMEOIA TE
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PLATES~
PRE-ENGINE ED TRUSS
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PLA TES'
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GABLE END TYPE
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accordance with the SBCCI Building Code.
F. Metal construction hardware specified ore Hughes
Manufacturing, Inc. or equal. They shall be installed
in accordance with manufactures recommendatlons.
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 hurrlcan clip.
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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
SPLICES
Splices of foundation and perimeter steel shall be 12 in. minimum.
LEGEND
</I - ROD
BEilRING JYJiLL JIEilDE"'RS
BEAM TRUSS SPAN - SHINGLE ROOF
SPAN 24 28 32 38 40 44 48
8 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 - - - - -
BEilI~ING fYALL lfEilDE'RS
BEAM TRUSS SPAN - TILE ROOF
SPAN 24 28 32 38 40 44 48
8 2X8 2X8 2X8 2X8 2X10 2X10 2X10
--
7 2X10 2X10 2X10 2X12 2X12 2X12 2X12
8 2X10 2X12 2X12 2X12 2X12 - -
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9 2X12 2X12 2X12 - - - -
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NAILING 8d COMMONS., 4" O.C. EDGES AND INTERIOR ~
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NOTE: STAPLES WITH PULL- ~ /
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SPECIFIED NAILS MAYBE '\./<. 1\' /'/ ,/ v
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PRE-ENGINEERED TRUSS
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2"x4" BLOCKING @
ALL PLYWOOD JOINTS
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1 /2" PLYWOOD N AI L &: GLU E ______ -
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