05-562(2)-006A, ALL MATERIALS AND CONSTRUCTION METHOIDS SHALL BE IN ACCORDANCE
WiTH THE &C7LITH FLOIRIDA (BUILDING CODS= AND THE LATEST ACI, ASTM, AND
1
«ISC SP ciFiCATIONS AND 1�GOMMrN�73 l� PR AGtIC>c.
1B, CONTiRACTOR SMALL FINALIZE HiS COST ESTIMATE FROM PLANS THAT ARE
FULLY APPROVED EB'r BUILDING DEPARTMENT. FINAL ESTIMATE SHALL HAVEE
ALLOWANCE" FORT, ALL REQUEST MADE BY WILDiNG DEPARTMENT OFFICIALS.
A. FOUNDATIONS HAVE BEEN DESIGNED FOR A SOIL DEA,RING CAPACITY OF
2000 PSF,
A AGGREGATE=S t0 iBE CLEAN AND WI=LL GRADED, MAXIMUM 51Z'I= 3/4'.
CONCRETE SLUMP: 3' MIN. TO 5' MAX. VERTICAL CONCRETE DROP
NOT TO EXCEED S' At 28 DAYS OF AGE,
ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY
COMPRESSIVE 5TR ENGHT (UNLESS OTRMWISE NOTED ON PLANS
FO DTfI GS # 51.4155 QF FILL --- - - - - -- 2,500 PSI
PRECAST ------------------ - - - - -- 5,000 PSI
ALL OTHER -------------------- 3000 PSI
, CO
TO BE AS FOLLOW -A.
BOTTOM
TOP
SIDE =S
MARE MAR<
1 3'
2'
3'
—FOOTINGS
GRADE E+EEAMS
3'
2'
2"
WALL5
2 +" CCDI+tT.
j
SEE= GORIER REIN`~. PET.
CCDLU m1N5
-
-
15"
�' ' ' '•
FO1R HEM FiR 4 SOUTHERN FINE: MIN. 1000 pA.i. MINIMAL EXTREME
1.5"
iLABS
1'
1"
i'
INFaECIN!�i L:
1 -d Rt:INPOI ING,"s STEEL:
TO BE NEW HiGH STPENGTH 15ILLET STEE„ DEFORMED AS PER ASTM A -305,
AND CONFORMING TO ASTM 4-615± GRADE 60.
LAP CONTINUOUS TOP AND BOTTOM BARS 45-BAR DIAMETERS, AT MiDSPAN
FOR TOP, AND AT SUPPORTS FOR BOTTOM.
PROVIDE 'L' BARS 30' X 30' FOUR TOP AND BOTTOM BARS, AT ALL CORNERS
OF ALL TIE BEAMS,
1-e HOOK DISCONTINUOUS ENDS Cr- ALL TOP BARS FOR STRUCTURAL (BEAMS (NON
TIE- BEAMS). RLINFOIRCiNG STrzr=L TO BE DETAILED AND FABRICATED iN ACCORtDAqcE
WITTY! 'MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING CONCRETE
STf�Z,ICTURES% AND THE ACI BUILDING: CO1DE= 318, LATEST EDITION, SUBMIT SHOP
DRAWINGS FOR APPROVAL, 516NED AND SEALED BY A FLORIDA IREGI5TEIRED
PROFrE55IONAL EWNGINEER, F"r IOR t0 FABRICATION.
A. LOAD- BE=ARING MASONRY SHALL CONFORM TO ASTM CSO 'HOLLOW
LOAD - REARING CONCR E MASONRY UNITS', AND HAVE A COMPRESSiVE=
PRISM STRENGTH Pm OF 1500 Mi. ALL LOAD - BE=ARING MASONRY
SHALL BE PLACED PRIOR TO THE CONCPZTE PLACEME=NT OF
COLUMNS OR REAMS.
B, MORTAR SHALL COMPLY WITH THI PROPERTIES AND PROPORTIONS
Ol= ASTM C2l0 EXCEPT THAT SLAG CEMENTS SHALL NOT BE
US..EED. MORTAR SHALL BE TYPE M. MINIMUM COMPRESSIVi"
STRENGTH * 26 DAYS OF 2500 PSi. MINIMUM MIXINGS TIME FiVE
MINUTES AFTER ALL iNGRZ- IENTS ARE ADDED.
;.. G. ALL EXTERIOR MASONRY WALLS "SHALL BE 5MINFORCED WITH "'3
LADDER TYPE HORIZONTAL At 16" O.G, tYp'. OR ASE APPROVED
I"OUiVALENT AT EVERY OTHER BLOCK COURSE
D, REINFORCED MASONRY CELLS SHALL BE FILLED WITH GIROUT HAVING
5' TO 11" SLUMP: STRENGtH PC = 2500 PSI COMPLYING WITH ASTM
C416. FOUR MASONRY CELLS PRIOR TO THE TIE BEAM CONCRIETE
FOUR
.XC;4VATiGN:
1 -p, GENERAL CONTRACTOR TO EXE=RCISE CAUTION DURING EXCAVATIONS
ADJACENT TO THE EXISTING STRUCTURES, iF TWERE EXISTS A DE=VIATION
OF THE EXISTING FOUNDATION EXISTING STRUCTURES. IF THERE
EXISTS A DEVIATION OF THE EXISTING FOUNDATION FROM WHAT 15
6POUN IN THESE PLANS, CONTACT ARCHiTECT AND STRUCTURAL
ENGINEER GENEiRAL. CONTRACTOR iS SOLELY RESPONSIBLE FOP
THE 0RAGIW_ AND LATERAL SUPPORT, AND FOR MAINTAINING THE
INTEGRITY Orl T14E E=XISTING STRUCTURE DURING ALL PHASES OF
T14E CONSTRUCTION.
I,
?a 2 S x 3' -0' DOWEL
_ .• j ro' INTO EXISTING COL.
li • 4_+
_-A
I'x4' P.T. WOOD DUCK W1
I 1 1 TIE; DO "UN 1/4'Xi�'f4' TArCON 6CREW5
SEE PLAN t " a , iM �! € E
L
A. ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM WITH THE E�MDI�DIDED IN CAULKING
APPICABLIE PROVISIONS OF THE NATIONAL DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION, PUBL15WIED BY THE NATIONAL POREST 3i ". �.; „�.;, � A%—
PRODUCTS ASSOCIATION, AND THE DESIGN SPECIFICATIONS FOR
MIETAL PLATE CONNECTED WOOD TRUSSES, PUBLISHED BY THE
TEa.155 PLATE INSTITUTE, /
FOOTING SCHEDULE
B, SUBMIT SHOP DIRAWINCxS FOR ALL WOOD STRUCTURAL MEM1317 AND FUR OPENING BETMEN 3' 4 8'
GONNEGTION6 TO THE E =N61NEErR FOR REVIEW PRIOR TO PROVIDE 105 IN CZNC. FILLED CE=LLS �� IM11A.CT RESISTIW4 N 3 HOOKS 12 OZ.
FABI IGATi4N. PROVIDE 1DOUJC1-5 AT FOOTING GLAZING OR SLUR"!
O1R T4!IC#e.E✓NED 5LAE3 4 XTEND S '.ITTER REWIFED. � ommosom
.
C. ALL TIMBER SIZES, CONNECTORS, FRAMING PLANS NOT SHOWN ON TOP Or- MAR a INTO CONC. ,,,
STRUCTURAL DRAWINGS SHALL BE PROVIDED BY THE FABRICATOR TIES BEAM ABOVE WITH b W 9/1
AND 1DETAILED ON 1415 SHOP DRAWINGS s�AE -Er 3/4" • P-0*
/-- &X& WIA X WIA WWP.
7
TIE DOWN DETAIUTD)
D. ALL MATE=RIALS AND AND CONNECTIONS ARE SUBJECT TO THE , , _VAPOR \.-COMPACTED PILL
A�QVAI Qr"" THE STRUCTURAL 1rNCxiNIER l:�CA1wlE: 3t+1 ■ 1 -0 S M )
elz
LONGITUDINAL. El�f-
TRAN6VER,5F_.
MARE MAR<
TOP _
BOT.
I TOP
BOT,
W . 1 a
E�:a' x 12"
+C
2 +" CCDI+tT.
j
SEE= GORIER REIN`~. PET.
I• —I
36' x 36' x 12'
4 5 3 CJ
�' ' ' '•
FO1R HEM FiR 4 SOUTHERN FINE: MIN. 1000 pA.i. MINIMAL EXTREME
Lu
�.�
z
Lu
F1E3EI, STRZ56 IN BI -NDING (1=13.)
B, SUBMIT SHOP DIRAWINCxS FOR ALL WOOD STRUCTURAL MEM1317 AND FUR OPENING BETMEN 3' 4 8'
GONNEGTION6 TO THE E =N61NEErR FOR REVIEW PRIOR TO PROVIDE 105 IN CZNC. FILLED CE=LLS �� IM11A.CT RESISTIW4 N 3 HOOKS 12 OZ.
FABI IGATi4N. PROVIDE 1DOUJC1-5 AT FOOTING GLAZING OR SLUR"!
O1R T4!IC#e.E✓NED 5LAE3 4 XTEND S '.ITTER REWIFED. � ommosom
.
C. ALL TIMBER SIZES, CONNECTORS, FRAMING PLANS NOT SHOWN ON TOP Or- MAR a INTO CONC. ,,,
STRUCTURAL DRAWINGS SHALL BE PROVIDED BY THE FABRICATOR TIES BEAM ABOVE WITH b W 9/1
AND 1DETAILED ON 1415 SHOP DRAWINGS s�AE -Er 3/4" • P-0*
/-- &X& WIA X WIA WWP.
7
TIE DOWN DETAIUTD)
D. ALL MATE=RIALS AND AND CONNECTIONS ARE SUBJECT TO THE , , _VAPOR \.-COMPACTED PILL
A�QVAI Qr"" THE STRUCTURAL 1rNCxiNIER l:�CA1wlE: 3t+1 ■ 1 -0 S M )
.v
TYPICAL GONG. FOOTING
NEW CONCRETE REAM bwle 304'= P-0'
4 <I ' ' (:SEE 0CE- 4EDULrz)
,' ' OPEN EXT. FACE Or-
a WALL TO ALLOW
ANEW CONCRETE TO PLOW
a !FILL ADJACENT
BLOCK CE =LLS
2
IF EXISTING BLOCK GE'LI -5
,' ARE ALiREAD`f" FILLED WITH
GONG, PROVIDE 1 05 X 12' LONG.
4 DOWELL 4 24' Q.C.
4: DRILLED INTO WALL
WiTH 5' E MBEDMENT WITH
Hit WY 150 40PE91VE ANCHOR
.. �;
GROUT BY HILLY
A, I
' 4 A
---COL, RE INPOfRC ING
A
i' NSW START COL.
• NEW COL. DWL..
1 EXISTING EBLOCK WALL 1' < A5 SHOWN
EXISTING FOOTING :
NEW FTG.
nq
NEW AND
/ ! [EXISTING FOOTING By
DRILL IN iDWL. IN EXISTING DRILLING AND EPDXYING
j HORIZONTAL BARS 6'
FTG. WITH EPDXY A$ &(_-NOUN- INTO (EXISTING CONCRETE,
ON 12' START11'LCC�I.i1"1,'T1L
04 X V-0' N 12' O.C.
6X6 10 -10 WJWF. (CENTERED)
(RETURN MESH 30' MIN.)
2 -+5 CONT.
*WHEN FTG. HEIGHT EzxarmS 12' 1wXTENo
Vl =W. LEG OF 04, —`� 1 FOR THAT
LEWSTH ADD ONE *4 HORIZON. MR,
EACH 12' 01- ADDITIONAL HEIGHT
SOIL STATEMENT:
ON SITE OD6E RVAT'IQN iNDICATE =S UNDiSTURDE D ROCK AND SAND
WiTH AN ALLOW,45LE [BEARING CAPACITY OF 2 000 PSF MIN.
AT THE TIME OF CQNSTRUCTiON, A LICENSED ARCHITECT OR
RIEGiSTEREID PROPE65IONAL ENGINEER SHALL 5U1BMIT TO THE
BUILDING OFFICIAL A LETTER ATTE5TING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE 61MILAIR TO
THOSE UPON WHICH THE DE =SIGNE =D 15 BASED. THE LETTER SHALL
BE SIGNED AND BEAR THE IMPRESS SEAT- OOr- THE :ARCHITECT
OR ENGINEER, AS APPLICABLE.
CONCRETE MA60N€ Y WALL NOTES
NOTE FOR EEXTERIO R WALL ONLY
ALL MASONRY WALLS CONSIST OP 8' CMU WITH CONC. GROUT
FILLED CELLS At 45' 0.0,, iREEENFORCED WITH 1 +' S (Pm= IE00 P51).
PROVIDE *'9 LADDER TYPE WORZ. REINFORCING AT 16' Q.C.
CONCRETE GROUT SHALL HAVE A MIN. OF a' TO 11' SLUMP, AND
STRENGTH F'c= 25O0 PSI COMPLYING WITH ASTM 0416.
MAXIMUN LIFT UNIBiRACED SHALL BE 4' -0' AND MAXIMUN
POUR HEIGHT 6PALL BE 10'-0 ", POURI MASONRY CELLS PRiOR TO
THE TIE BEAM CONCRETE f'QUR,PROViDE CLE =ANOUTS
AT BASE= OF WALL.
BEFORE FOUN(DATIO)N HAS BEEN POUR AND ALL BUILDING FILL
MATERIAL PAO BEEN LAID THE SOIL SHALL ICE TR-EATED FORT
TERMITES BY A CE1RTIFIE1D PEST CONTROL COMPANY.
THE CERTIFICATE 6HALL CONTAINING THE FOLLOWING STATEMENT:
'THEE BUILDING H46 RECEIVED A COMPLETE TREATMENT FOR THE
PREVrENTIQN OP SUBTERRANEAN TERMITEE5. TRrFATMr7NT 15 IN
4CCORDANCE WITH RULES AND LAWS E5TA1=3L15I -IEt,D BY THE
FLORIDA DEPARTMENT CF AGRICULTURE ANiD CONSUME=R? SERVICES!
_i
r
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--,� SAlil{ :fib C IL
T T I CKs E N E .. 6L_ A5 (TE)
1' -4'
I _--- __..—_._____ I -
I F
Iii 13' -2"
I I I
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1 i
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4' CONC. SLAB W1
(9X& WIA X WIA Mr-,
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4' CONC. SLAB Ill/
6X(a tW1.4 X VA W.W.F.
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4' -10'
Iki!
. FD.
I t3 B:
7 -01 I 31-11
4' CONC. SLAB 111
&X6 WIA X WIA W.W.F.
•iii Vii V
i U v
CONCRETE Cc?ffU�! . HE- 5LIL ' y
SIZE
205XS'
E.
PROVIDEF HURRICANE 4NCHOR STRArs, AS fo=uiRED BY LOCAL AD D IL. CQI;IER
13UILD CODE, TO ALL MEMBERS SUBJECT TO WIND LOADS.
BARS
F.
USE STREAS-RAT(D TIMDER FOR ALL STRUCTURAL WOOD MEMBERS.
U.
PROVIDE THE MINIMUM PROPERTIES FOR WOOD STRUCTURAL
+C
R
0
MEM5ER$, UNLESS OTHERWISE NOTED ON THE DRAWINGS.
X 12'
4 5 3 CJ
�' ' ' '•
FO1R HEM FiR 4 SOUTHERN FINE: MIN. 1000 pA.i. MINIMAL EXTREME
Lu
�.�
z
Lu
F1E3EI, STRZ56 IN BI -NDING (1=13.)
E. 0
i
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TC
BEND ING STRESS. VARIES W/ SIZE
1 6 0 5 3."T. t?, C G.Yv"ET
..tC -Y
V
MODULUS OF E =LASTICITY: 1,600,000 P51,
❑
FILLED CELL WI 1 5 VEsRT
CI
0
LU
a
ALL T1 ,5a3_5 AND WOOD n:UMING MUST BE SECURELY
'
BRACED BOTH DURING Ei'RECTION AND AFTER PERMANENT
cr
Lu�;
lw— W
05 .
INSTALLATION iN ACCORDANCE WITH ' BRACING WOOD
°
lamp
:,
TR SSIF5: COMMENTARY AND M-COMMENDAtIONS (130 -16) '
tuu
fro
0-uj
AS FL15LI5HED BY TRUvS PLATE INSTITUTE.
a
W
b
ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT, PLUMIB
AND IN A SAFE CONDITION UNTIL DECKING AND PERMANENT
isssoo
� -
TFZJSS
/`�j �'�!
CORNER REINFORCING
STRLICTU�LY SOUND ROOF FRAMING SYSTEM. ALL
E"R7CTION AND PERMANENT BRACING SHALL BE INSTALLED
AND ALL TRUSSES PERMANENTLY F45tENE7 BEFORE
t
D TA I L FOR WA L P lI ING.
o
APPLICATION OF ANY LOADS TO THE WOOD FRAMING SYSTEM. — - - -- --
ui
N.T.b.
C.
ALL BRACING REMIFEMENTO ALONG WITH PEiRI`1ANENT
STRUCTURAL CROSS BRACING TO E=NSURE OVERALL RIGIDITY
2 x � P.T. WOAD JiAP�11B
OF THE POOP SYSTEM SHALL BE IN ACCORDANCE WiTH THE
ATTACHED TO COLML.00K
WOOD ROOF TRUSS DESIGNEiR$ PLANS,
w/ 1/210 x 8' LONG. STAGGER=
d,
SAFES 1EK17CTION OF TRUMES IS THE RESPON61BILITY OP THE
EXEP4N5lQN E�C7Lt5 � 12' QC.
AND FROM TOP' t BOTTOM.
BUILIDiNG CONTRACTOR.
OVERHEAD GARAGE DOOR�
; L'YWO012 ROOF: SH�AiTWIN!a:
$'
SHEATHING SHALL BE C -D EXTERIOR SHEATHING, PANNI L INDEX
32116 MiN., RATED FOR EXPOSURE it MIN TPICKNE65 19/32',
� :!
b,
INSTALL SHEATHING CONTINUOUS OVER TWO OR MORE SPANS
�"
•;
`E
WiTH FACE GRAIN PERPENDiCULAR TO SUPPORT.
VINYL DOOR STOP'
.•" .
, + ,'
c.
NAIL SHEATHING t0 SUPPORT WITH 10d NAILS SPACED At
6'0.C, AT PANNEL EDGES AND iNT1ERMEDIATE SUPPORTS.
TIE COL. (T.C.) �
E FL. PLAN �
STUCCO FINISH ON
CONCRETIE BLOCK
CzARAGE JAM E iA I
6CALEE: 3/4' e" 1' -0'
8'
=4C METE MA50NARY UNIT
1'X.3' WOOD FUR32m FOR
5/8' PAINTED STUCCO :� ��
BASE BACKING
—BASE
(SEE FIN. SCHEDULE )
r
CONC, SLAB
- #i x 5' -0' * 12' OG
.v
TYPICAL GONG. FOOTING
NEW CONCRETE REAM bwle 304'= P-0'
4 <I ' ' (:SEE 0CE- 4EDULrz)
,' ' OPEN EXT. FACE Or-
a WALL TO ALLOW
ANEW CONCRETE TO PLOW
a !FILL ADJACENT
BLOCK CE =LLS
2
IF EXISTING BLOCK GE'LI -5
,' ARE ALiREAD`f" FILLED WITH
GONG, PROVIDE 1 05 X 12' LONG.
4 DOWELL 4 24' Q.C.
4: DRILLED INTO WALL
WiTH 5' E MBEDMENT WITH
Hit WY 150 40PE91VE ANCHOR
.. �;
GROUT BY HILLY
A, I
' 4 A
---COL, RE INPOfRC ING
A
i' NSW START COL.
• NEW COL. DWL..
1 EXISTING EBLOCK WALL 1' < A5 SHOWN
EXISTING FOOTING :
NEW FTG.
nq
NEW AND
/ ! [EXISTING FOOTING By
DRILL IN iDWL. IN EXISTING DRILLING AND EPDXYING
j HORIZONTAL BARS 6'
FTG. WITH EPDXY A$ &(_-NOUN- INTO (EXISTING CONCRETE,
ON 12' START11'LCC�I.i1"1,'T1L
04 X V-0' N 12' O.C.
6X6 10 -10 WJWF. (CENTERED)
(RETURN MESH 30' MIN.)
2 -+5 CONT.
*WHEN FTG. HEIGHT EzxarmS 12' 1wXTENo
Vl =W. LEG OF 04, —`� 1 FOR THAT
LEWSTH ADD ONE *4 HORIZON. MR,
EACH 12' 01- ADDITIONAL HEIGHT
SOIL STATEMENT:
ON SITE OD6E RVAT'IQN iNDICATE =S UNDiSTURDE D ROCK AND SAND
WiTH AN ALLOW,45LE [BEARING CAPACITY OF 2 000 PSF MIN.
AT THE TIME OF CQNSTRUCTiON, A LICENSED ARCHITECT OR
RIEGiSTEREID PROPE65IONAL ENGINEER SHALL 5U1BMIT TO THE
BUILDING OFFICIAL A LETTER ATTE5TING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE 61MILAIR TO
THOSE UPON WHICH THE DE =SIGNE =D 15 BASED. THE LETTER SHALL
BE SIGNED AND BEAR THE IMPRESS SEAT- OOr- THE :ARCHITECT
OR ENGINEER, AS APPLICABLE.
CONCRETE MA60N€ Y WALL NOTES
NOTE FOR EEXTERIO R WALL ONLY
ALL MASONRY WALLS CONSIST OP 8' CMU WITH CONC. GROUT
FILLED CELLS At 45' 0.0,, iREEENFORCED WITH 1 +' S (Pm= IE00 P51).
PROVIDE *'9 LADDER TYPE WORZ. REINFORCING AT 16' Q.C.
CONCRETE GROUT SHALL HAVE A MIN. OF a' TO 11' SLUMP, AND
STRENGTH F'c= 25O0 PSI COMPLYING WITH ASTM 0416.
MAXIMUN LIFT UNIBiRACED SHALL BE 4' -0' AND MAXIMUN
POUR HEIGHT 6PALL BE 10'-0 ", POURI MASONRY CELLS PRiOR TO
THE TIE BEAM CONCRETE f'QUR,PROViDE CLE =ANOUTS
AT BASE= OF WALL.
BEFORE FOUN(DATIO)N HAS BEEN POUR AND ALL BUILDING FILL
MATERIAL PAO BEEN LAID THE SOIL SHALL ICE TR-EATED FORT
TERMITES BY A CE1RTIFIE1D PEST CONTROL COMPANY.
THE CERTIFICATE 6HALL CONTAINING THE FOLLOWING STATEMENT:
'THEE BUILDING H46 RECEIVED A COMPLETE TREATMENT FOR THE
PREVrENTIQN OP SUBTERRANEAN TERMITEE5. TRrFATMr7NT 15 IN
4CCORDANCE WITH RULES AND LAWS E5TA1=3L15I -IEt,D BY THE
FLORIDA DEPARTMENT CF AGRICULTURE ANiD CONSUME=R? SERVICES!
_i
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--,� SAlil{ :fib C IL
T T I CKs E N E .. 6L_ A5 (TE)
1' -4'
I _--- __..—_._____ I -
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Iii 13' -2"
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4' CONC. SLAB W1
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4' CONC. SLAB Ill/
6X(a tW1.4 X VA W.W.F.
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7 -01 I 31-11
4' CONC. SLAB 111
&X6 WIA X WIA W.W.F.
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CONCRETE Cc?ffU�! . HE- 5LIL ' y
��-- EXISTINGs COL��
EXISTING
COL
EXISTING
F -I COL
f
SC -1
4' -10' 3'
C
EXI15TiNG GOL
EXISTING COL
J
ErXiSTiNG COL
/ / j
THE FOLLOWING 5HALL DE PROVIDED
SINCE THIS ADDITION EXCEEDS THE 25% RILE.
1. ALL WINDOI, NEW AND EXISTING M.16T HAVE IMPACT GLA55,
2. EXISTIWS POUSE CMU CORNERS MUST BE REINFOR I ED W4 #5 TiE
DOM AND 20' -0' MAX. IN ALL WALLS (SEE 6TFJ4 CTUR_4L VMS)
3. ANCt-ORAGE OF THE EXISTING ROOF MEMBERS 6WALL BE CPEGK
4ND IF MN>D DE=FICiEoNT A NEW ANCHOR STRAP MUST BE PROVIDED
TO EACH ROOF MEMBER (A/E MUST INSPECT. ALL ANCHOIRAGE)
4. PROVIDE G--CI E =LECTRIC& OUTLET' AT ALL BATWROOM5, KITCNE -N,
GARAGE, AND WITHIN 10' -0' OF ANY WET 4RE46, POOLS, ETC.
5. PROVIDE SMOKE DETECTORS At 1 ACH BEDROOM AND MEANS Or-
EGRE65 (SEE SPEE T A -4)
6. PROVED[ EXNA14t FANS IN E=VERY BATHROOM.
EXISTING
r- COL
FOUNDATION FLAN
6CAL1E: 1/4'
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SIZE
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1 6 0 5 3."T. t?, C G.Yv"ET
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❑
FILLED CELL WI 1 5 VEsRT
��-- EXISTINGs COL��
EXISTING
COL
EXISTING
F -I COL
f
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4' -10' 3'
C
EXI15TiNG GOL
EXISTING COL
J
ErXiSTiNG COL
/ / j
THE FOLLOWING 5HALL DE PROVIDED
SINCE THIS ADDITION EXCEEDS THE 25% RILE.
1. ALL WINDOI, NEW AND EXISTING M.16T HAVE IMPACT GLA55,
2. EXISTIWS POUSE CMU CORNERS MUST BE REINFOR I ED W4 #5 TiE
DOM AND 20' -0' MAX. IN ALL WALLS (SEE 6TFJ4 CTUR_4L VMS)
3. ANCt-ORAGE OF THE EXISTING ROOF MEMBERS 6WALL BE CPEGK
4ND IF MN>D DE=FICiEoNT A NEW ANCHOR STRAP MUST BE PROVIDED
TO EACH ROOF MEMBER (A/E MUST INSPECT. ALL ANCHOIRAGE)
4. PROVIDE G--CI E =LECTRIC& OUTLET' AT ALL BATWROOM5, KITCNE -N,
GARAGE, AND WITHIN 10' -0' OF ANY WET 4RE46, POOLS, ETC.
5. PROVIDE SMOKE DETECTORS At 1 ACH BEDROOM AND MEANS Or-
EGRE65 (SEE SPEE T A -4)
6. PROVED[ EXNA14t FANS IN E=VERY BATHROOM.
EXISTING
r- COL
FOUNDATION FLAN
6CAL1E: 1/4'
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