RC-11-778_Plans New 0
Ive-
i
TIE BEAM LEGEND ROOF WIND LOAD CRITERIA
T.B. ELEV. HGHT. DIFF. TRUSS LOADING CONDITIONS DIST. FROM OCEANLINE N/A
8'-0" (+0'-101/2") 1 TOP CHORD LIVE: 30 EXPOSURE CATEGORY C
7'-1112' (40'-(") TOP CHORD DEAD: 20 BLDG.CATEGORY I I
BOTTOM CHORD LIVE: 0 WIND SPEED 146 M.P.H.
T.B.ELEV.GIVEN FROM FINISHED FLOOR BOTTOM CHORD DEAD: 10 MEAN HEIGHT 15'-0'
15''11" ELEV.DIFF:DIFFERENCES AMONG T.B.ELEV.
STRESS INCREASE: 11.33 DEAD LOAD 10 P.S.F.
to BLDG TYPE ENCLOSED
HIP GIRDER WIND DURATION 1.33
v ASCE 7-05
4 SIDE JACK Q
<
J2 «^ J2 #2 v O NOTES.
J 4 81 1. FOR HANGER CONNECTION REFER TO HANGER
/AG5 DETAIL� SHEETS ATTACHED, IF APPLICABLE.
G LIES 2. FOR BRACING ON WEBS AND COMPRESSION
REFER TO ENGINEERING SHEETS.
A3 G� TYPICAL HIP CONNECTION DETAIL 3. FOR HANGER SHOWN ON ROOF LAYOUT,REFER
REFER TO ENGINEERING PACKAGE FOR TO HANGER DETAIL SHEETS ATTACHED IN
ENGINEERING PACKAGE,
A Al DETAILED ATTACHMENT&N.O.A. 4. FIELD BRACING IS NOT THE RESPONSIBILITY
OF THE TRUSS FABRICATOR. PERSON ERECTING
Q Al TRUSSES ARE CAUTIONED TO SEEK
N PROFESSIONAL ADVICE REGARDING ERECTION
Al BRACING WICH IS ALWAYS REQUIRED TO
12 PREVENT TOPPLING AND DOMINOING DURING
3�� ERECTION,AND PERMANENT BRACING WICH
Al MAY BE REQUIRED IN SPECIFIC APPLICATIONS.
TRUSSES SHALL BE ERECTED AND FASTENED
IN A STRAIGHT AND PLUMB POSITION.
Al cd TRUSSES SHALL BE HANDLED WITH REASONABLE
LU
CARE DURING ERECTION TO PREVENT DAMAGE.
Al " v S. CONTRACTOR OR OWNER MUST SCAB ANY
TRUSSES AS REQUIRED AND SPECIFIED ON
ENGINEERING SHEETS.
Al 31/2 SO.CUT 6. CONTRACTOR OR OWNER IS ADVICED TO SEEK
PROFESSIONAL ADVICE BEFORE APPROVING THIS
' •- LAYOUT.
/ `� 8'-0"ELEV. 7. DO NOT CUT OR ALTER TRUSSES.
DECO WILL NOT HONOR BACK CHARGES
/ A2 UNLESS AUTHORIZED BY THIS OFFICE.
SOLID FILLER BY BLDR / SOLID FIL BY BLDR T-1 112"ELEV. 8. TRUSSES MAY NOT BE SYMETRICAL.
A2 1-0 8" ERECTING REFER TO ENG.SHEETS WHEN
/
A2 _
A SECTION N.T.S.
j > _
O.K. TO FABRICATE—PER TRUSS PLAN
\\ > A2
�����`........... Date:
� 12 Signature:
A4 3 pp'-'"' NOTE!
RETURN THIS APPROVE DRAWING TO DECO
f AG6 TRUSS, FABRICATION WILL NOT START UNTIL
PLAN HAS BEEN RECEIVED
=r
J OHO c�� J
NOTE:
^
CUSTOMER/CONTRACTOR HAS BEEN PROVIDED
J' J :11
11 F; 112N
F; 11 11 Li 3112 S4 CUT �' WITH T.P.I. RECOMMENDATIONS FOR BRACING
C � AND TRUSS ERECTION
8'-0'ELEV. �ry�
ACKNOWLEDGE RECEIPT/DATE
1 2012 1-0 s"J REVISIONS:
TYPICAL O.H. DETAIL REV. NUMBER REV. DATE
N.T.S. 1 12117112
In1 �Q 67
E'
r'v
G U
:z
rr %,
AR Trusses & Building Materials
13980 S.W. 252nd Street- Miami F133032
Phone: (305)-257-1910
TRUSS PLACEMENT PLAN ALL SPACING 24" O.C. APPROVED AS TED: ����r Web: www.decotruss.com
SCALE: 3/16=1'-0" UNLESS OTHERWISE NOTED. MAHMOUDZOLFAGHARI,P.E.
1. URRICANE STRAP,WALLS,AND FOUNDATIONS MUST BE 4. JOB SITE FRAMING MUST BE APPROVED BY OTHERS. ##36921 ADDITION:MIAMI SHORES
CAPABLE OF WITHSTANDING UPLIFT AS SHOWN ON ENG 13901 S.W. 108 AVE. 10667 NE 11 AVENUE M.SHORES
DRAWINGS S F.B.C. 5.O LWOER DESIGN AND CONNECTION MUST BE APPROVED BY MIAMI, FLORIDA
FOR DRYWALL CONSTRUCTION REFER TO ARCHITECT OR 2. HERS. (305)253-2428 (GRAY DOLPHIN CONSTRUCTION)
WITHOUT STRIPPING,CONTRACTOR ENGINEER FOR COMPLETE TIE TRUSSES MUST BE NOT BEAR ON ADDITIONAL STRAPS OR OTHER CONNECTIONS ARE REQ0 6.C7
ANY INTERIOR WALL OR PARTITION IN ADDITION TO STANDARD CONNECTION. ECTION SUPERVISION IS REQUIRED.
TO PROVIDE 2x4 CONTINUOUS DOWN PROVISIONS FOR TIE 3. 7.
UNLESS DESIGNED FOR. CC#:12-0912.02 NAME:MARIO ESPiNEIRA
LATERAL BRACING AS PER BEAM,WALL AND FOUNDATION ANY REPAIRS AT THE FIELD MUST BE APPROVED BY A EXISTING TRUSSES MUST BE CAPABLE OF WITHSTANDING PLAN
No. DRAWN BY: DATE
ENGINEERING SHEETS. CONDITIONS. REGISTERED ENGINEER. ADDITIONAL LOAD DUE TO THE NEW TRUSSES.
B. 7884 JI 12/13112
LOADING ON GIRDER TRUSSES MUST BE CHECKED AND
VERIFIED BY ARCHITECT OR ENGINEER OF RECORD.
III!
f
„
•
GENERAL NOTE5: -
E ARG�iITE ._ -
DINE . , � w
ER SHALL
RE5P0 - ..,._ Y,, . n,.
w _
. .an'-exw.�.Pl- r r-. ...._.*-.
r.r :> #: 4
N51BLE FOR, NOR HAVE .>,. � _ .. r�_,<,
CONTROL -
. a
OR CHARGE OF THE CONSTRUCTION MEAN5, METHODS, SEOUENGE5 OR PROCEDURES OR
FOR SAFETY PP
ECAUTION5 AND PROGRAM5. ALL CONTRACTORS AND
SUBCONTRACTORS SHALL HOLD HARMLE55 THE OWNER, ARCHITECT AND H15 ENGI
Yw
FOR ANY PERSONAL INJURY OR DAMAGE ON THE JOB AND/OR TO ADJACENT. NEER
PROPERTIES, AND FOR WORK NOT INSPECTED THE
TO DEMOLITION AND/OR NEW GONSTRUGTION GON PROPERLY INSPECTED. PRIOR
5UB-CONTRAGTOR5 ARE 50LEY RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITES
AND STRUCTURAL ELEMENTS. ANY DAMAGES TO EXISTING UTILITIES AND/OR
STRUCTURAL ELEMENTS SHALL BE REPLACED AT SOLE 005T TO CONTRACTOR.
2, BIDDER/GONTRAGTOR MUST REVIEW AND BECOME THOROUGHLY FAMILIAR WITH
THE CONSTRUCTION DOCUMENTS. ON THE SITE VERIFICATION OF ALL DIMENSIONS AND =BL&�l Q "' M {�
CONDITIONS SHALL BE H15 RESPONSIBILITY. IF DOUBT EXIST IN THE MIND OF THE LOT 20 O
BIDDER/GONTRAGTOR A5 TO THE TRUE MEANING OF ANY PART OF THE CONTRACT - - - - _ I BLOCK 3
DOCUMENTS AND/OR ON CONDITIONS, HE/5HE MUST REQUEST CLARIFICATION IN _ _ W M'
- 1 o
WRITING. ARGHITEGT AND H15 ENGINEERS SHALL RESPOND TO ANY INQUIRY IN LETTER _ _ ■
FORM. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT IN ~ ',
WRITING BEFORE PROCEEDING WITH WORK INVOLVED. SURVEY OF EXISTING PROPERTY '�
TO BE PROVIDED BY OWNER, Q.4' ASPHALT N ,�,,,
EXIST. WOOD FENCE PAVEMENT 15.00 ALLEY W (0
3, ALL WORK SHALL CONFORM WITH THE BUILDING CODES HAVING JURISDICTION A ND M
•• ■■
THE LATEST VERSION OF OSHA, NFPA, INDUSTRY STANDARDS, MANUFACTURERS -- _ _ _ _ a ,g J
WIN
F-
4, ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. WOOD -
GASINGS, JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED �'� "' ' .,�
T RWISE. EXIST. I" ..�
NEW 0 I I AND METER TER LINE O Q
5. CONTRACTOR SHALL SUBMIT AT LEAST 4 COPIES OF SHOP DRAWINGS FOR ALL - 4 O = _ DECK i- - I
CUSTOM FABRICATED WORK, AND/OR FOR ITEMS 50 NOTED ON CONSTRUCTION 2�f' 6" I I"' �0
8'-O" it) I 0 Q
DOCUMENTS. CONTRACTOR SHALL REVIEYV/APPROVE ALL SUBMITTALS/SHOP DRAWINGS 42'
❑ ❑ ❑ v
PRIOR TO SUBMITTING FOR ARCHITECT'S REVIEW AND INDICATE 50 WITH STAMPS AND _ t
SIGNATURES. THE.CONTRACTOR SHALL PAY ALL APPLICABLE BOND, PERMITS, SHOP 3' 14 I
O
DRAWING REVIEW AND RE-INSPECTIONS FEES AND ANY APPLICABLE TAX AND/OR 32'-6"
SALES TAXES. N 10 0
351-0" I \
I2'-b
6. DO NOT 50ALE DRAWING5: USE DIMENSIONS INDICATED ON DRAWINGS. DIMENSIONS ea
II
2
OF LARGER 5GALE DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE OVER
SMALLER 50ALE DRAWINGS, ANY D15GREPANGIES BETWEEN ARCHITECTURAL NEW N
DRAWINGS AND ENGINEERING DRAWING5 SHALL BE REPORTED TO THE ARCHITECT
I - POOL � - j NEW POOL WITH SPA AN
IMMEDIATELY. MEASUREMENTS ON ARCHITECTURAL DRAWIN
G5 TAKE PRECEDENCE _� ► PAVERS DECK UNDER
OVER ALL OTHER MEASUREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXIST. ELECT dl SEPARATE PERMIT
METER, 4 DISC.
DIMENSIONS AND VERIFY THE SAME IN FIELD. ALL FIXTURES, FINISHES, SWITCH NEMA 3R I
COLORS, AND ,
MATERIALS NOT SPECIFIED IN THESE DRAWING5 SHALL BE SELECTED BY THE OWNER. z i r. • NEYV 0 r
THE ARCHITECT, IF REOUE5TEO BY THE OWNER, - .
WILL ASSIST IN SELECTING THE ABOVE �" � � � �r��`" DECK � 10, �
5TATED ITEM5 ON AN ADDITIONAL SERVICE BA515. CONTRACTOR MUST SUBMIT ` NEW r
s�!F4�eGAr;��,�yw �i# �A,;r�� EXIST. C.L.F.
SAMPLES OF ALL FINISHES FOR ARCHITECT APPROVAL.
7. N/A
EXIST. SLAB ON
rrrr I GRADE TO REMAIN
8. .INSULATE MASONRY WALLS, EXTERIOR STUD WALLS, AND ATTIC SPACE IN � ~-
ACCORDANCE WITH THE DOCUMENTS AND ENERGY CALCULATIONS.
NEW LANDING STEPS
Cl. ALL WINDOW AND DOOR 51ZE5 ARE NOMINAL, VERIFY MANUFACTURER'S ACTUAL EXIST. 4" 5EWER I I �� I M
AND ROUGH OPENING DIMENSIONS. I ty-
r l
10. N/A � _ .' !1. I I rrr / W M'
U M
10 q1.�� 1 + 0 I I
I I ALL DRYWALL, PLASTER AND STUCCO.SHALL RECEIVE TWO GOATS OF PREMIUM � " � �� (� Z
IZSI►Z - - - - - -
.: _ ,ti ar' Cos ry _
QUALITY PAINT OVER ONE GOAT OF PRIMER. WOOD SHALL BE PAINTI=D OR STAINED. � � Q
SEE OWNER FOR ALL PAINT/STAIN COLORS. t °� tIT U„ .h � , ur EX15T. A/G OUTDOOR UNIT I
12. ALL WALL5 IN POTENTIALLY NET AREAS SUCH AS THE KITCHEN AND BATHROOMS CilO, O
LOT 2
I m L1.1 .� _..!
SHALL BE DENS 6LA55 GOLD SHEATHING (MOLD RESISTANT), L��1 , �#��,�;y,�, � �/
Y LL Ire �.,� BLOCK 3 i Yy I I LOT 4 L L
i 0
,,X� ,A+ P1 a't i..t•• i ,I d„.. ''" C�T`�rn C)1 , 1; 1 �i� ' �RG� BL '_ ... N
13, THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL QUIRED TO
PROPERLY INSTALL, SUPPORT, AND BRACE ALL ITEMS AND COMPONENTS YVITHI,N>THE
WORK. N1= STORY
_-,� �Ai I :I RESIDEN E
EXIST. ONE LiJ:
�, s..d TIDE
14, COMMENCEMENT OF, OR WORK BY ONE TRADE OR SUBCONTRACTOR OVER TH .' `' ;�T i__,:..>': :..: . ..� : �..- _ __.. FLOOR " it
.-: -- -
EXISTING FINISHED WORK OF A PREVIOUS TRADE OR 5UBGONTRAGTOR
SHALL -��._- � �..�?.4v i....,�C4i NGVD `I - -- --
' Z
CONSTITUTE UNCONDITIONAL ACCEPTANCE OF THE PREVIOUS WORK BY THE NEY,� TRADE
m
OR SUBCONTRACTOR. .�
._, f
- N STORY DITION � � T ��•;�� ,r`>�"�+ i '
EW ONE
IC TAIVc�.,. ^ r i
GAS. � •;a:, .. . .. , .� � _ ..
.�.;.•.,'rta`. .::i.. ..,�moww , . ,,. .w,, _. .-. .., ... -� s_..-,•-.•�..-, -:,.,...G
VD , ,. ,
15. FIXED GLA55 AND/OR OPERABLE WINDOWS WITHIN 24" OF THE FINISH FLOOR � �� ,, • ,� E
SMALL BE SAFETY GLASS -
�! „ .
DP�lElal�
i
16.: GOMPI.ETIOW CONTRACTOR TO NOTIFY OWNER AND/OR EX15T. WOOD FENG1=
ARCHITECT IN Y1�21TING AT
y R TO FINAL NSPEGTiON. FINAL D 156URSEMENT TO CONTRACTOR I O
LF-A5T ONE yVEEIG PRIO .,;, ,,
CI , , m _
,k
SHALL.,,NOT BE MADE UNTIL OWNER'S PUN�GH L15T HAS BEEN 5AT{SPIED. CONTRACTOR q. <: ,. ..
TO PR01(IDE;OWNER.YViTH WRITTEN GUARANTEE ON ALL EQUIPMENT. GONTR?�GTOA►T
1, 5-
10 +.
GOMPLETI01�;'OF'WORK SHALL REMOVE FiZOM THE PREMIS ALL RUBBISH,`1MPLENtENTS 3
.,, 5 x � N
r, �._. I EW CBS-
=5 ,
+ LOT 3 -BL v e c I,act ra r r --_ FEN
GE WALL AND
.. , -,) s re,ar,d.o perform a . ; �, �-•- �., ,:
EQUIPMENT, AND'SURPL.US MATERIALS, LEAVING THE PROJECT "BROOM GL;=AN'. OGK_3 OF MIAMI ,,ROBE .,I
`3':mSTATES" r- WOOD T t
ACCORDING TO TH c r ly a_; i airrtr 'a zxa,at. n at rh ----- __ .M.,.? :GA,...1! UNDER
:,
E PLAT THEREOF A5 RECORD I � , .. �-: -_,'
17. ALL ED N t : ; a�.;r a .." urt F,,; ; n ^ _ J = r - ' E .'
o z A, .Gv.�l, ,I e uGH =
I. �: I .. 5._�'AR! PERMIT
PLAT BOOK 47 AT PAGE 58 OF THE RECORDS
I _ - �.
WITH ;.
SUBSTITUTIONS ONS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT. PUBLIC ba ._, _ .
j aid compare e the EX15T. GB r-; h ., �� � _ _. SF�. FiLUSING AND
5 FENCE d _� SELF,
OF MIAMI-DADE COUNTY, FLORIDA. LL � - " - � • �--- .. _
G.O. Q �: , ------ e:
-�. . ,�I: .:���-'nd ,!� ; : :ah,ali::::,s:,brnitteC A � _ , : _ _- - ;
-, . . NE LATCHING ME
AND WOOD r t k` RESER -, MECHANISM
18. CONTRACTOR fQR.SUBGONTRAGTOR SHALL BE RESPONSIBLE FOR G :'t tr. • not
GATT YOUTH`
YE AREA
. an,c�,,,r is SELF r �
LEANING HIS '051N __. :_ T _ 5
a(t �;;;�o_a.;=,the � :: , ��tlrne G AND 5EL � rr -! .-, :.- ( 35 SQ.I=T
OPERATION.AND ANY L'055 AND/OR DAMAGE TO HIS WORK MILE PROJECT IS UNDER "� F IS+�, i TY 1 �
GONSTRUGTION. 1 .--[ r� f ' � r f r r r � `�'"i' ,; � , i 8 / ✓' i i � I � ,
NEW SEPTIC TANK I I I j , r°�,
I I ��.
IQ: ALL WORK GOM1'LETED OR OTHERYY151E, (1050'6AL � � ., r , , ,, �
n/
5HALL BE PROPERLY PROTECTED AtMALL ) i , : , ;_ , m
_ .. r NEW �� ,
r
- h
TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OR SAFETY PRA "TIGE T . � � ,,::
AND
PRQVIDE°ALL,FENCES, BARRICADES,-ETC: A5 MAY BE NEEDED TO PRIOTE ' -� 1 � ;�_ ,r �t' r � (6b7 5Q
GT LI 1�VI r
FE 1 l I r c'i.l .�- ,,_"
I � I I
`.
AND PRO,
1 `� ,E t rVr r
T RTY AND AS MAY BE REQUIRED $`f AUTHORITIES HAVING JUR(SDfGTION I
44
01/�R-•TH{5 WORK; HE SHALL REPAIR AT }t{S OWN`G05T ANY DAMAGES TO THE
NOTE: I t
PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. THERE
LOT AREA- 10400.0 ARE NO PERTINENT
20,,, Al,TERI NCG 5
' FEATURES QN , _
�4DJ,4CENt KK
TR.UGs.TURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, PRD
PERTIES. - 0
EXISTING,-RESIDENCE A/G AREA
D ACR05
H CUT, LOGfGi=?'OUT, OR RELOCATED NIITHOUT PRIOR APPROVAL I3Y THE
NOTG,NED, 1.784.41 5F THE ST
REEL T MT. 5 Y t
ARG ITECT, LANDLQRD AND STRUCTURAL EhIGINEER. NEW ADDfTION A/C AREA MAY T r > , # -� -•. t11
EXIST PA w # ,:
b75.50 5F Ai=FECT TPE SYSTEM TEM ,._ -` -
� . � � � >(M1 � , J 0 B NUMBER
DRIVEINAYti 7
I N TO; °# r t
SUB TOTAL: RESIDENCE NEW',q/G = . STALLATI
G1. r
t a >
AND'/Ofd MATERIAL SHALL:f3E. INSTALLED IN STRICT AGGOI2DAN '! AREA .•..-.=2,454,Q1 5F ,
GE:WITH °. _.,_ +,_r
1103-01
MANUFACTURERS OR II�C[DUSTRIES REGOMI!�ENDATIONS AND SPECIFICATIONS. " " r, ' �� '- ��
AS SHOWN =1 f
EXI5TING GARAGE _ �. _ _,
T
...-27823 5F A A3:
22,.'';'IN THE IE EVENT OiFtyAMAGES TO THE'BUILDING WHICH REQUIRE ASSESSMENT
EXISTING"
FOR, GCn/ERED PORCH EXIBTINCs -,11,184.41 _ -
74.35 SF NQU$E. SF. r
t a
AN INSURANCE GLAMM` THE CONTRACTOR , T� -y - I r
T IMMEDIATELY NOTIFY THE pI^tNER OF ' _ n w .< _-
,4: 675.50 n .- I t ,- _
I _ 1S I0
THE°GIRCUMSTANGEa`r,�URROUNDING THE L�, SUB TOTAL t2ESIDENGE NO A/G,AREA= _ ....... � � N
S
DOCUMENT DAMAGES, DETERMINE AND TOTAL A/C ' ` ' : r ;
357.58 SF �4 Z459.91 5F. ;
PRIGS REPA I R5, D1=TE •
RMINE IMPACT MPAGT TO TFf� PFZ.Ot�GT SCHEDULE, SUBMIT ALL
INFORMATION TO THE OWNER WITHIN 72
HUURS OF A L055.
I REV OWNER. 04-25-12
G.R.E 7 '
23 CONTRACTOR.SHALL COORDI NATE THE WORK OF ALL TRADES AT L TOTAL RESIDENCE COVERED AREA � �NGVD.4 I REVisioN
o6-02-i2
2817.49 5F - G.R,E, 6,74' NGVD
3 ,
T ME 3 REVISION 06-03-i2
22 PAVEMENT
I^IORK 15 PERFORNIEp NO ADDITIONAL PAYMLTiT5 SHALL BE MADE FOR THE 1
CONTRACTOR S FAil�i�RE
TO CORRECT NFL PAVE FIELD GONDITION5 AFTER THE (50' TOTAL_R/y .;
WORK HAS BEEN COMPLETED. EXIST. DRIVEWAY SLABS _ _. -
�-
GREEN AREA
b,7g4.51 SF
11th AN/ ''NUS , '
GREEN ��FZE,A REQ. (15% MINJ = 1,5b0.00 5F ,
GREEN A�'REA PROVIDED `+'
�°i.`t'�t�t�t�. L�,: (I t'�,� f,l V.�•�c+���y 'f i�,(./
GENERAL CONTRACTOR TO SUBMfT TG? THE ARGHITEGT FOR
MAX. FOOTPRINT ALLOWED (40%)= 4160.00 SF
F 1 L E
APPROVAL PRIOR,i=ABRIGATl01� SHOP DRAWING5 OF: x�*�
NEW PRE-ENGINI`ERED ROOF �R1�5�E5
FOOTPRINT PROVIDED = " _. _.. ...,.
x
`- NEW EXTERIOR DOORS AND YY
GENERAL o T . too
P
CONTRACTOR TO � %
.;, O Af l EP�f TE FERMI _.:_ t,
I'
,. ERMIT FOR. / j I �1
NEW PRE-EN �, DRAWN L.S.
GLN ED
' z
1
_ ROOF
EX15 i
,.
CHECKED :
NEW EXTERIOR�170EOR5 AND WINI'�O�^i5. � � .,s,-, ..
NG VALUE A5 PER PROPERTY
a# 1 t"