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L..OO~
A2
LEGEND
II
!=F:(AM IN~ NOiE~:
1.
2.
3.
E.E.W. : EMERGENCY EGRESS WINDOW
SEE SHEET 51 FOR ADDITIONAL STRUCTURAL DET AIL~
ALL WOOD ~EADERS ARE (2) 2"x 0"
ALL :NTERiCR DI!":ENSIONS A~E GIVEN TO
Tj..IE iNDiCATED CENTER OF T~E STUD LJNLESe,
NOTED OT~ERW!SE,
''';'''"
\...5~eNO
LIViNG:
GARAGE:
COVERED PORCH:
COvERED ENTRY;
TOTAL:
10~0 SF
4~S SF
~4 SF
3~ SF
232'4 SF ;
ALL EXTERICR DIMENSIONS A~E GIVEN TO
Tj..IE FACE CF TI-<E STuD CR FACE OF BLOCK
(AS AFFRCFRIATE) W~!CI-1 Lil\ES WIT~ T~E
FOUNDATION BELOW.
ALL WOOD iN CONTACT WITH CONCRETE OR
MASONRY SI-1ALL BE PRESSURE TREATED OR
APFROVED CEDAR, OR I-1AvE I:; Le. FEL T
BAAAIER
_____ WINDOW 51 ZE
( 34 '50
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~N=I=cAJ.. NOTlEe. 4 et=ECII=ICATrONe
1. BUILDI~ CONTRACTOR 4 ALL 5U6CONTRACTOR5 $~ALL Cj...iECK AND VE:RiFY
ALL DjMEN610N6 AND CONDIT!ON6 ON TI--E Joe ~ITE FROM ThE CRALUiNC,5,
2. Di~ENeIOl'le ON TI-oE CRAWiNU ei4ALL. ALWAye i-lAVE PREFef<ENCE oveR THE
eCALED DRAWiNG,
3, Joe 5PECiFICATIONS c CONTRACTUAL REQUI~E~ENTe \-lAVE FREFERENCE OvER
Dr<AWl~ REQUIREMENT6 4 INFO~AT10N,
4, LOCAL CODE REQUIREMENTS' (iF AFPLlCA6LE) FHA REQUIRE~ENTe el-1ALL HAvE
FREFER!iNCe OVER DRAWING C SPEC;FICAT10l'l6,
5>, eOIL 6eNEATH FOOTING 4 CONC. eLAae ON GRACE $HALL 6E IJ.;ELL COMPACTED
CLEAN FILL OF SI;FF:CIENT DENSITY TO SUFFORT 6EARiNG LOADS' TREATED
Ac,AINeT TE:Rl'1IH:6 wlAFFROVED METI-lOD6 AND Cj...iEMICAL6.
~, CONCRETe eHALL Be OF AFFROVED PLANT MATERIALe . AGGREGATEe, TRAl'-ieFCRTED
USiNG APPROVED METHODe 4 CI-<EMrCALe,
1. ALL REiNFORCiNG eTeeL eHALL CONFORM TO L.OCAL eulLDiN(; CODES' Ae,TM,
eTAt'-iDARDS. WHERe ePLICED, IT S\-.IALL LAP 4~ eAR DIA wlA MiN. OF 2'.0".
a, ALL REiNFORCING eTEEL IN FOOTiNG e\-.lALL ae COVERED LUITH A MINIMuM CF
:3" CONCRETE.
~, ALL LUMeER IN CONTACT wlMASOl\RY OR CONCRETE' $HALL BE PREeSi..RE TREATED,
iN6T ALL TeRMITE el-4:ELD WhERe l'-.eCe66A~Y.
1~. FROVIDE iNeECT . RODENT ei4:ELD~ Wj...iERE ALL PLU!":B,NG , LUIRiNGs . VENTe,
PAee t;yo...~;, ~LAe.
II. EXTERIOR WOOD FRAMe WALL.e $i4ALL BE ANC~ORED TO SLAB w/112"X8" LON6 'J"
TYFE BOLTS throu~;, CENTER OF PLATE AT 4'.Zi" rZ),C, 6T ARTING 21" FROM COR,'lERS
wlONE BOLTON eAcl-l 6iDe OJ: ALL DOOR OFENiNGS.
12. ALL CONC. 6LK. CONeT~TrON el-1ALL BE OF UOOD QUALITY AND Co,'FORM TO LOCAL
BUILDiNG CODe5 . AccePTED TRADE FRACTIce6,
13. FRe.ENGiNeeReD TRU5~ee eHALl ae CON5TRucreD OF AFFRoveD r--:eTH005 c
MATeRIAle ACCORDiN6 TO AN E&TAe>L1e,..;ED WOOD TRl,.;ee EN6iNeERiNG FRQ(;RAl'1
CERT;FIED 6'1' T~E STATE OF FLORIDA REGI5TERED ENGi~EEF(.
14. ALL WOOD TRUSSEe, RAFTERS, JOIST6, 6EAMe, POSTS eTC, Si4ALL BE &ECURED TO
Tj...iEIR ot...PPORTiNCs MEMBER6 w/Tj...iE AFF'ROFRIATE CLiPS, STRAPS OR ANCl-!ORS,
WOOD T~..i5eEe eHALL BE ERECTeD' iNeT AlLED BY METj...i005 AFFROvED BY T~E
TRU6& PLATE IN5TITUTE.
\:;. TRUese6 el-lALL 6E TIED TOGETl--'ER wn"x4" seAe6 COl'-'T, ALONG RUN AND TRUseEe,
lc, 2"X 4" 6LOCKING el-JALl 6E IN6TALLED MID.j..IEIGHT OF ALL EXTERIOR WOOD FRAME
UJALL5JFi4A "EClUiREMENT.f<ECOMMENDEO FOR AFPLICATfON OF WIRE LATi4.J
11. EXTERIOR WOOD 51DINC:s OR WOOD COMPo BOARD eHALL l-!AVe A MIN. CLEARANCE
FROM GRADE,
,~. FLOOR PLATE5 OF No"aEARING OR NON.&I-<EAR INTERIOR P)ARTITIONS J"1AY BE
ATTACHED TO T~E eLAB wiRAMeET PiNe No, :3320 OR No, 3348 AT 3'.~" o.c. Cl-!AF<GE
TO Be ueEO WiLL aE DeTeRMiNED 6Y T~e DENelTY OF THE ~LAB,
i~, DRYWALL MATE~IAL . INeT ALLATlON SHALL CONFORM TO LOCAL Coce( At~D ,F
NECEeeARY, Fl-!A) REQUiREMENTS,
2~, FROVICE AN APPROvED FLAeHiNG FOR ALL EXTERIOR OPENINUe, vAl.LEY5 AND
OTI-<ER AREAS &PECiFIEC> ON PLAN6. IN6TALl. A5PHAL T 6A~ED WATERPROOFING Ar
ALL JOIMe 'JJI A POTENTIAL FOR LEAKe,
n $I-lOWER DOOR~ c eATH ENCLO&I",Re& $HALL NOT eE LEee THAN 3/'c" TEMPERED
GLASe OR 1/4" LAMiNATED c,L.AeS OR AFPROVED PLASTIC,
22. iN6TALL 3/c" TEMFERED OR 1/4" LAMINATED GLAe5 iN ALL SLIDiNG 6LAee DOORS, ANY
LUiNDO.u WITHiN 18" FROM T~E FLOOR AND ANY WINDOW WITHIN 24" (1-40RIZ) FROM A DOCR.
23, PREFA6 FiRePLACEe el-olALL BE IN6TALLeD ACCORDiNG TO MF(;R. ePEC{FICATIONS c
LOCAL eUILDING COCEe. ALL Cl-4iMNEYS SHALL. PROJECT A MiN, OF 2'-~" AeovE
ANY PEAK WITH!N 1~'-~" OF Tj..IE CHIMNEY,
24, A 3~" MiNiMuM HEADROOM Ie REQUIReD ABOvE ANY ATTiC ACCES5.
25>, INeTALL 3112" R.II FI8ERULAee BATT INe>LJLATION iN EXTERIO~ FRAME WALL5 AND IN
ANY COMMON UJALL eETWEEN A~ ATTACj..IED (iARAC:sE AND A DWELl.iNG,
2c. PLuMBING, ELECTRICAL AND HvAC eyereM& eHALL COl'iFORM TO CODE,
21, WIi'lDOu..:e AND QOCRe el-1ALL eE oeerc,NeD iN ACCORDA~CE TO eEC. tc0~ OF T~E
58.C. OR A.SCE, 6T ANDARD 1, FOR WiND LOAD REQUiREMENT5, 5EAL WiLL Be
PLACED ON WINDOW, OR BE FROTECTED PRIOR TO FINAL IN5peCT1ON,
28, GARAGE DOORe WILL. BE BE 5TRUCTURAL DE51GNED iN REFERENCE TO 5,a,c, 'c0b OR
A.&.CE. FOR WINDLOAD.
2~. ViNYL OR A~UMiN\JM 610!N4 OR WFFiT
&TANOARD 1, FOR WiNO LOAD ~EQU:REMENTool-!ALL COMPLY TO 6,B.C CR A,5,ce,
30, ROOFiNG MATERIAL ei4ALl BE INeTAlLED FER r1,A.'iI",FACTL.RER5 5PECiF1CATIONe FCR
i4lGI-1 LUiND AREA. e~ALL BE IN6TAl.LED iN ACCOF<OANCE WITH A.6,T.M.C. ~2c, MiNI1"'uM
31. 6TUCCO 2~~.1
THICKNEeS 112" ON MA50'RY WALL At'iD 1/e" OVERALL MET AL PLASTE~ BA5E, WITH
CR WIT~OUT 60LlD eACKIN<::;, CE~ENT1TIOUS FINlel-1 Ie CONelCEiI<ED 5TUCCO,
32, . ALL E><T, CONC. BLOCK WALL5 ARE OE5!GNED Ae $I-oEAR WALl.5 (UNLEe~ 5F'EC!FIC AREA5
ARE iND!CATED ON PLANe) OF( o!-;EAR WAl.L eEGMENTS LUtTi4 Dl,;R.A.WALL REINFORCEMENT
eVERY OTI-<ER aLOCK A5 F='E~ TI-oOE ReQUIREMENre OF T~E NAT. CONC, MA~RY IN5T,
. (NOTE: AReA5 WITH PL\.J~afNG ON eXTERiOR WALLe ARe NOT eHEAR WALLe)
33, ANY Ci4At~6ES TO 6!!ALED DRAWIN66 MU5T Be APFROVED BY Tj...iE CONOUL TiNG ENGiNEeR.
34. WI-<EN TF(U56 MANUFACTl,;RER'6 eEALED TRlJee DRAWING6 ARE Fl.iF:?Nlej..lED, CONTRACTCF(
Ie REoF0N5i6LE TO veRiFY L.PL.IFT LOAD6 DO NOT EXCEEO T~e vALUE FOR T~e COi'll';ECTiONS
01'1 T~eee ORAWING6.
:35>. ALL el--'EATI-.fING OUCH Ae In" CDX' ei4ALL BE NAILED 4" o.c. AT EDGES' 8" o.c, IN FIELD
EXCEPT PL'r\.UOOD DIAPHRAUM6.
3~, Tj...iE! O...lTER FO\.lNDATlo,'1 BARe eI-lALL. BE CONTINUOUS AROUND CORNERe USING cc~eR BAR6
OR BY BENDiNG ThE eAR iN ACCCF<DANCe WI1H 2023.4 OF T~E eeTD 10.~:3 IN
BOTI-l CA6E5 THE MIN:MuM eAR LAP el-<ALL Be 2:'>", ,L:KEW1ee Tj..IE eOND BEAM
ReiNFORCEMENT SI-lALL BE CONTINuoue AROUND CORNERS.
:31, Wf-'EN T~E BOTTOM CI-.fCRD OF A ROOF TRU~6 Ie U5ED FO~ 5TORAGE, T~E TRU6S MANUFACT\...RER
$I-.fALL FROvlDE FOR A MINIMUM OL. . i~ P.S.F. AND A MiNIMUM L L,. 4~ P.S.F. uNl.ES5
AFFRoveD BY THE CONeuL TiNG ENGINeER.
ENG\NEERING CERTIFICATION OF
STRUCTURAL COMPONENTS ONLY
WINOOW ~Oua,M OF'eNIN~ Cl-!AF:(i
WINDOW
CODE
12 e~
1:3 5~
14 e~
~:; e~
'Q eH
H32 eH
~:33 e~
1-0134 eH
1434~ el-l
1-13:; e~
14%' el-1
n eH
1:3 el-1
24 eH
2U;E e~
2:; ei4
2Q e~
32 e~
33 e~
34 e~
3u;e 614
3:; e~
, :36 5~
~'
OOO~ .. r:<OU~1-4 OF='ENINa: CHAr:<i
FRAME OPENING I
Type OF OPENING (Rough Opef11('!e)
"CRIZONT AL VERTICAL
CALL SIZE +2"
8LOCK COt~6TRUCTION
WIDTI-I
1~ 1/8"
21 !/4"
31 3/4"
~3 1/e"
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
I
CALL SIZE .1" W" L
CALL SIZE -I"
· ALL MANUF, VARY, oEE
WiNDCW CI-1ART5 PROVIDED
WOOD FRAME CON6TRUCTION
~EIGI-IT
WIDT~
I-IEIG~T
PRE .I-JUNG< FH)
82"
DOOR 511E FEer
~DOCR elZE fNCl-ie6
"
F~
F'r<e . ~I;N('S (PH) or IJ.;~AP (UJ)
or FOCKeT (F'KT)
.
~
I
(P
~
!Q
:I
2~"
38 3/8"
:;~ :;/8"
l~ 1/4"
2b l/4"
38 :;/8"
:;~ 1/8"
~3 1/4"
14 '12"
2~ 1/4"
CALL SIZE +2"
CALL olZE
x
DOUel. E DOCR
SIDE L1GI-H
CASE D: (Pr.s. r...f':e)
BI.FOLD
BiPASe
POCKETDooR
A50NRY OPENiNGe
FeR DOCRS
IJJRAP;CGS!=" bd)
61-FOLD
el-pAS6
6L.IDiNG GsL.ASS DR.
(.)
W"
212"
82"
x
x
~3"
x
CALL SiZE +2"
al"
14 1/4"
2~"
x
x
3a 3/8"
x
3a !;/8"
DO...6LE CALL.
51ze -2"
CALL SIZE .4"
. 82"
2~ s/a"
213"
!;~ ~/a"
x
S~ 1/8"
S~ 1/4"
~3 1/4"
14 112"
2~ 1/4"
38 :;/e"
e.&n
x
~3"
14 1/4"
x
CALL
SIZE ..1-1/4"
211-112"
x
2~"
3a 3/8"
31 1/8"
x
x
CALL. SIZE:
5>~ :;/8"
5>~ 1/a"
x
POCKE T 5(;D (.)
(pac!<..st)
WiNDOWS (.)
~~II
x
S~ 1/4"
~3 1/4"
141a"
2b 1/4"
38 !;/e"
I hereby certify that r have performed
to the attached design and it is in
compliance with Section 1606 of
the Standard Building Coda
~3"
14 1/4"
2~"
38 3/8"
S~ ~/a"
x
x
:;3 1/4"
x
x
x
&~ 1/8"
~~"
b3"
x
~~ 1/4"
~3 !l4"
14112"
x
14 !l4"
x
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~130
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1 /2" PLYWCOD W/ ' , , \,J<,J
NAILING 8d CCMM.oNS @ 6" .0,(' EDGES '/ rZ' X 4' SlOCKING . .
& 12" C.C iNTERIOR / ,.
2" SUBFACIA-{1. 2" X 4" @ 24" .o,C. f1 1.;:
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2-1/2" THRUBCl TS
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NAILING 8d C.oM\A.oNS (~ 6" .oC, EDGES & 12" .0,( INTERIOR ~
2"x4" BL.oCKING @ Pl YW.o.oD EOGES ; ~
/ ' n~IS SPACE .oNLY
1 2' PL YW.oOO
~~ 2"x4" BL.oCKING
M 2"x4" @ 24" .oC, V ex: "-
2" SUBFACfA -"lJ '\.
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NAILING 8d Cm~M.oNS @ 6" .o,C. EDGES & 12" .o,C, INTERI.oR \\
2"x4" 8LOCKING i~ PL YWaOD EDGES "\
1 /2" PL YW.oOD -
7 j2"X4" BLaCKiNG
M 2"x4" @ 24" .oC r ~ '\
2" SUBF ACIA -~ ~ '\.,
:s. "- HCDP
NAILS @ 4' O.C.
PRE-ENGINEERED TRUSS
AT 2'-()"Q,C.
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Metal cor:struction rord>'/ore soecifieo ore HU9"',es
Manufacturing, \nc or eql.;al. They sholl be instctied
in accoroar,ce with mQr'ufactures recommendot ons
Any areas of conventonal framinq sroll hove frarr.:ng
members connected to truss members with 0 'Y);nir'l"LJm of 0
R T 14 All Conventional framing members shoi! oe connected
to one onotrer with c min:'-";LJ)"1 of a He hurricon Clip
C.oNCRETE
A
B
Cement to corrply .'lith A, S TM, C 150
Sond end aggregate to comply Nith AS, T,M, C 33, C 330,
C 332 Gnd A C I Standard No 813-54 cr FOCT speciftcot,ons
Water to meet potable Nater cnemccl standards
Piecing sholl be in accordance Nith A C i Bu,:d,ng Code
.318 ond 318,1
Cur;I'19 sholl,cen occordOr'lce ..ith AC I, 605
1'-4"
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STEM WALL
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A, Wind ,ooding
8 L've 10Gding bedrOOM area
CLive !oeding other areos
OLive !eaoi'1g reof
E Design cr,tero SBCCi 1994
F
= 102 I1"'ph
= .30 psI
= 40 psf
= 20 pst.
'Section 16C6
CONTROL JOINT
REINFORCiNG STEEL.
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Bars deformed ir'l accordance >'/;\h AS,T.M A 615-87 and
shoil be grace 40 steel uniess indicated otherl'ise
Welded H;re fabric to conform with AS,T,M, A 185 or A 497
Piaclng ,n occordonce with AC I deto<!,ng mo(\uol 0l'1()
A,c.l, .318 ond 318,1
ME TAL ACCESSORIES
Metol cccessorles sholl conform to requ;rementsn C RS I
"Vonuel of Standard Practice for Reinforced Concrete
Construction" and AS TM A 82 ond A 185,
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Splices 01 foundatio(l :)nd perimeter steel sholl be 12 in, minimUm
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A, Concrete shall hove 2500 ps: compressive strength ;'1 28 days
B Test Cylinders shall be token ot the rote of three (3) fer
each 75 cubic yards ond tested in accordance with A, S, f M
Specificotior'ls Further tests moy olso be required in
occordance vVith AS T,M C 42
(, Slump shall r'Iot exceed 6" vnless concrete mix has been
designed to hove greater Slump ond approved by Eng;neer
~rA 14 TW
KNQCK-OUT BLOCK W/
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'BHAJI TRUSS SPAN - TILR ROOF
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IJ/E.lJli _ TRUSS SPA~ - SI/lNGLE: ROOF
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Units sholl conform to A S Tl.,A C 129,C 145,C 90 & C 216
Cement snoll conform to AS T,l.A C 150,
Sond shoil conform to A,S,T.l.A C 144,
Mertar shall conform to Standard Building Code Types M or S
Mosonry vnits to hove fuil rno'tar coverage on horizontal
<In,j vertical face sheils
Units sholl hove 0 min;rnvm corl"1pressive strength of 2500 pSi
per net area of unit
All o?l<p0sed mOSOr'lry svrfoces sroil ha..e their Horizonta!
JOints too:e,j and shlJlI be ~pongerj clean
Grout sholi compiy with ACi-ASCE 530 & AS,TM C 476
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controlled in accordance Nith ASSH,O T-99 8efore plac;ng
f'll 011 (:Je!eterious moter;ol sholl be removed
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Trusses sholl be pre-engineered ;n accordance with T,P,I
ol1d engineer certified truss ,jrc Hings and the truss
layout dro....;ngs sholl be furnished,
All lumber in contract with rnosonry or concrete sholl be
pressure tre':lted Non-pressure tr€ot~d lumber sholl be
seporcted from masonry or concret~ by IJspha:t it1"pre9noted
(1\felt or galvanized metal,
o J Structural !'.;mber sholl be Southern P;ne No 2 or Equa,
E. Nailing sho!! be 8d ot 6" on centers along edges ond 12"
on centers ot interrned:ate supports, Other nail:ng shoil be
performed in occordonce Hith the S8CCl 8uiid;ng COGe
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PRECAST CONC. SILL
~"x ~"x le/l~ EW!.U, ME5l-l REiNFORCING
REQUIRED ThROUC:HOUT THE CONCRETE SLAB,
PLUS THE MESH SHALL BE DOUeLED ABOuT
TI-"E ENTIRE PERIMETER OF TI--lE SLAB OVER
THE FOOTING AT LEAST :3 FEET WIDE
~ MIL, YAP. BARRIER
~ 11''''r'F'ICAL. WAL.L. &l!C1'ION
eEE ELEvATIONS
FOR ROOF SLOPE
5HINGLES PER SPECiFICATIONS OVER
F<OOF iNG FEL r ON 1/2 "COX PL "r'UJOOD
SI-iEATHINC: W/H-CLIPS ON PRE-ENGiNEERED
WOOD TRU~SES ~ 24"o.C,
HURRICAl\iE ANCHORS
(SEE ROOF PLAN)
ALUM. DRIP EDGE---.......
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PC ~xo0 (iF 6;.< b POST)
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(2) '6D COMMONS END NAILED TO 2;.<4 vERT,
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