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N Deck Plans for Southerland Home Addition
750 N.E. 101st Street
Miami Shores, Florida
33138
Home Phone # = 751 -6660
Scale: 1 Cm. =1 Foot
14 "/7" Steps
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Petition 49e0 Tezipruf Residence for Contracted
Household improvements
By this petition the undersigned represent neighbors of the Southerland Family
fesidin a t 7(? N,E. 191st Street in Miami Sh9re5 Florida
Recently, At 'orda11 and Heat Inc. (hereafter referred to as the contractor).
contracted with the Southerland Family to install and upgrade a residential Central
A.ir Conditioning system per conditions set forth under the FP &L Watt Saver
program applied to by the Southerlands and certified as eligible by inspection from
Florida Power and Light.
A high efficiency, 5 ton central air conditioning system was installed by the
contractor in early May of 1993 to replace a less efficient, hurricane damaged 3 ton
unit previously installed.
Per city mandate, final inspection of this new unit must be conducted by city
authority within 90 days of the completed job.
Conditioned by this final inspection Ls a survey petition of residences in the
immediate vicinity of the Southerland household to voice opinion as to whether or
not such household improvements have had any adverse effect on the immediate
community in the vicinity of 750 NE 101st Street.
By signature be please indicate your opinion regarding this matter,
NAME:
Residential Address: 71e )2 ( 4)/
I have NO 08JECTIO a above mentioned household improvement in this
neighborhood ' .ease initial this box II you have no ob ectons)
I OBJECT to the above mentioned household improvements iaa this neighborhood,
based on the following concerns:
y0-07
-As( 056 -
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SCALE: , APPROVED BY:
DRAWN BY
1
DATE: 57
REVISED
1
lk a DRAWING NUMBER
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of lower
MONTH
DOZ.
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2.00
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STAPLE NECKWEAR
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JULY
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TOTAL DOZ. TIES
ARROW NECKWEAR PROGRAM
FOR
TOTAL - TIES RETAIL
TOTAL DOZ. HDKFS.
TOTAL - HDKF.- RETAIL
PROPERTY OF:
Not valid unless,embossed
with Surveyor's Seal,
/,' /
; r�sd irk'
'A BOUNDARY
St.RVEY
I hereby certify that the surrey repre-
sented hereon meets the minimum
technical standards set forth by the
Board of and Ss.rseyors pursuant to
Section 472.027, Fla. Statutes, There ate
no encroachments, os erdaps, easements
appearing on the Plat, other than
shorn hereto.
Tia. Reg. Land Surseyor No 3131
r1/a.g c c i
FLOOD ZONE: X
/) /sf 57
CVCA 77O /4 /1 /AP
5' A(.67 /N /»'
This property described as:
Lots 1 and 2, Block 104 r ,
AMENDED PLAT OF MIAMI S4 ORLS,
SECTION NO. 4,
according to the Plat
thereof, as recorded in
Plat Book 15, Page 14
of the Public Records of
Dade County, Florida.
Note: Underground encroachments,
if any, not located.
FLOOD INFORMATION:
Community No.: 125093
Panel No.: 93 Suffix: F
Date of FirIit: 11 -4 -87
Certified To: Colony First'Mortgage
Corporation, Action Title Company and
Southerland, Jr., Charles C. and
Suzanne E..
tiaml Slores, Florida 3313
LANNES and GARCIA, I
DRAWN BY
L.• G.
soar
Southerland, Jr., Charles C. and Suzanne S. 750 N.E 101; r'
�t2:t.� = c•.� r.:- ,sr.r.;.,«t� ai+o#�% =_ "s�a .'r'�`.a�'€yi° arj*�r4��y 4.414/3 'r
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 4030 S.W. 84th Avenue, Miami, Florida 33155
Mailing address: P.O. Box 561131, Miami, Florida 33156
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1712 S. W. lst street
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=Mi ami 35, Florida
Telephones;_ 9.3508 86 -4092
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According to the Plat thereof as recorded In Plat Book - a5 • at Page /1
Public Records of Dade County, Florida.
For. , -�%�! 4 2.p : 1 A /i'Cr
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Y H£i BY CERTIFY that tits attach d ska raprese dI
q 4urve f made under my dirOctio}t !and i s true, cast
correct to the best of my owiedge, an4; tenet..
Tb•r• ars •. is• • chars n owe as shown,
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TATS OF FLORIDA
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Deck Plans
or Souther a and Home Addition.
750 "E 10 /st Street
Miam Shores,- 'Florida'
Home Phone - - #- = -- 751 -6660 -• -
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BUILDING TYPE
FASTENER TYPE
MIN. No. CF
FASTENERS
FER VERTICAL
JAMB
4AXIMUr
ON CEN' R
DISTANC:
BETA( EEII
FASTEN: FS
STEEL
WASHERS
REQUIRED?
'N000 FRAME
1/2" x 3" EMBED LAG SCREW' (ASTM A307, GRADE A)
1 /4" x 1 -3 /4' MIN. EMBED TAPCON CONCRETE ANCHOR
6
9
16"
10
YES
YES
BLOCK WALL OR CONCRETE
BLOCK WALL OR CONCRETE
378" x 1 -374" MIN. EMBED RAWL -STUD EXPANSION ANCHOR (7400 SERIES)
5
19"
NO
BLOCK WAIL OR CONCRETE
3/8" x 1 -3/4" MIN. EMBED RAWL LGK /BOLT ANCHOR BOLT (5Q00 SERIES)
6
15"
NO
AL:_ vAE FROM :CC; 'S '<..USF:"RriED TO 7 4:^ D. ='ti '7..2M'
THE 2x5 VERTICAL ,;AMBS (OR ;E 2 OR BED 'rE' _Cr4 L. ''C
DOOR 5 TRANSFERRED 70 THE HORIZONTAL (TOP` . AMB.
EACH ✓E,RTICAL_ ;AhIB FFFE A MA;.IMUM DESIGN LOAD OF - 2,942.- _B ? -3,325
AL'_ JAMB FASTENERS MAY BE (BUT NOT RE0U.REC; CO R =C".
WOOD FRAME BUILDINGS
STUD WALLS CF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS 'YAN (3) 2x6 PRESSURE
TREATED GRADE 12 OR BETTER W000 STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL
EXTREME FIBER STRESS iN BENDING (F STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS
AND IN ACCORDANCE WITH SFBC SECTION 2905.1.
BLOCK WALL OR CONCRETE
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL CR CONCRETE COLUMN.
BLOCK 'W'ALL CELLS SHALL BE FILLED WITH CONCREIE AND RE NFORCED 'MTH 15 BAR EXTENDING
INTO THE FOOTING AND INTO TIE BEAUS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS
TO FOOTING PER BLOCK 'HALL GR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE CF CONCRETE BLOCK: 3 ", EXCLUDING STUCCO THICKNESS.
' CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
1" DOOR OVERLAP (EACH SIDE)
2x6 WOOD JAMB
SEE "JAMB PREPARATION •
NOTE" ABOVE
12 GA. GALV. STEEL CONTINUOUS
ANGLE FASTENED TO WOOD JAMB
WITH 5/16 "x1 -5/8" LAG SCREWS
NOT TO EXCEED 14" 0.C. CONTINUOUS
ANGLE MAY BE NOTCHED OUT AT JAMB
TO STRUCTURE ATTACHMENT POINTS.
2" GALV. STEEL TRACK FASTENED
TO 12 GA. GALV. STEEL TRACK CUPS.
TRACK ATTACHED TO EACH CUP
WITH TNO 1/4"x5/3" BOLTS & NUTS.
EACH TRACK CUP ATTACHED TO
CONTINUOUS ANGLE W1''H
(2) 1/4" DIA. RIVETS PER CLJP.
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
16 GA. GALV. STEEL PAJNTED END STILE
18 GA. GALV. STEEL DOUBLE END STILE
7/15" I.D. ROUND \ 18 GA. GALV. STEEL CENTER HINGE
'L PUSH NUT FASTENER FASTENED TO INTER. STILES W /(4)
EACH #14x5/8" SHEET METAL SCREWS
14 3A. GALV. STEEL ROLLER HINGES
FASTENED TO END STILES W /(4) EACH
114x5/8" SHEET METAL SCREWS AND
(2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. LONG STEM, 10 BALL STEEL ROLLER.
ENO OF ROLLER STEM THREADED FOR
7/16" NUT.
/
/
JAli
20 GA. GALV. STEEL INTER. STILE
MAX.
- tiT �a.M2
-C _:AD =RCM ;OCR
MIN. Nc.
(7F FASTENERS
?ER VERTICAL
JA.M6
' JAMB
JAMB PREPAF\TiON NOTE
EACH CONTINtOUS ANGLE TRACK SHALL BE FASTENED - TO PRESSURE TREATED 2x6 YELLOW
PINE WOOD J.I3BS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO
7'0" HIGH AN) (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH). THE METHOD OF ATTACHMENT
TO THE SUPP)RT1NG STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE
APPROVED BY THE PROFESSIONAL CF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH
CURRENT BUI1D'.NG CODES FOR THE LOADS LISTED ON THIS DRAWING OR AS SHOWN
ON PAGE 4 C` THIS DRAWING. PREPARATION CF JAMBS BY OTHERS.
ALL MOUNTIN OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER
DOOR HAREM. RE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPUED W17-1 DOOR SYSTEM UNLESS OTHERWISE NOTED.
DESIGN EN( !HFR
MARK W. W:STERFIELD. P.E.
FLORIDA RE;ISTRATION No. 43495
Building Produce's
Company
TOLERANCES
CI !Jay Unless Stoted Other"IS•
INTER.
OUTSIDE KEYED
HANDLE
\-- LOCK BAR.
ENGAGES IN
OUTSIDE KEYF_D LOCK TRACK ON
LOCK BAR LOCKING CF DOOORRE
CF .
CONFORMS TO SFEC 3603.2
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
STILE -�
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
CONFORMS TO SFBC 3603.2
DESIGN LOADS: +4.5.5 P.S.F. & -52.0 P.S.F.
, CLOPAY BUILDING PRODUCTS
312 'NALLNT STREET,SUITE 1500
CINCINNATI, OHIO 45202
, 3/27/95 ADDED JAMB DWG & CHART TO
.00 = ±.03 SCaI•'
.000 = ±.015
0000 = ;.007
Degrees = ±1/7
1 13/971 RE II DWG 7 0 2 PAG
3 _, 1.3/931 RED.'. L1AMB ,A� IiAC'H. FASTE"4E „N RC.
1 2/7/00, 37'G DDS/0-40 WAS DCS11
END
STILE
LOCK
BAR
GUIDE
END
STILE
DATE 2/15/95
NO ( ED
END
ST'L
2 OF 2
SLIDE 30L7
LOOK =NGA0ES
NTC VERTICAL
TRACK, ONE
LOCK ON
EACH SI D r
CF COOP.
INSICE SLOE BOLT.
LOCK OPTION
CONFORMS TO SFEC 3903.2
APPROVED AS COMPLYING WITH THE
SOUTH P> BUILDING E
DAT g�
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N0.
CRAVING NUMBER
101300
MAX. SIZE
16'2"W x 8'0 "H
DESCRIPTICN
DOUBLE CAP HURRICANE PAN DOCK
RE„
4
i
A i
A ems __m ..�� ', `' mmomm ; .. �
o 6■13.1......_i■tommiw i M � _ _____ .i
44
e
_ I1 ■1 1 • 19 ∎7 ■1•1•MNI■MA∎
= 1 I "r1 anumnimmummomminnommilliirWri ril Mt
i l f r i 'li F IIIiiiiiiimimamtlmou■barrimm;■••!■mw■ Nrv e
Mil ill ��� 1r� ?&_iI �� �_� irk
111 — 'i 1T� '
_ I r r� r1 l r z ` ' i II 4
LOCATION OF OPTIONAL VENTS
AREA OF VENTS NOT TO EXCEED
60 SO. INCHES BETWEEN STILES
_.44 4
0N N-_Ro J IA-_ 3 -- -- ti - =�uB GOAT
AT'A D �/ "�A, N' E i 00 -, 0 c = _�
& D _ F . ci - N'E - �ESNE ;ALONG
IN
M OOCL
93
94
RETAIL
uo0EL
83
54,4
DESCRIPTION
w000GRAIN TEXTURE, RASED PANEL, CALv. INTER. STILES
W000GRAN TE( URE, RAISED PANEL, PANTED /C4 U. INTER. STIES
NOTE: •
DOORS UP TO 7' -0" HIGH CONSIST CF 4) SECTIONS (SHOWN .
DOORS OVER 7' -0" HIGH CONSIST OF (5 SECTIONS (NOT SHOWN).
76" (7'6 "H & 8'0 "H DOORS ONLY)
TRACK CONFIGURATION
63 " SCALE 1 = 36"
50" 2" GALV. STEEL TRACK,
TRACK THICI'NESC: .C83"
38"
24"
10"
3-1/2"
—'-� A
- r _
—"° A OPTIONAL OUTSIDE KEYED LOCK POSITION
MAX. DOOR WIDTH = 16' -2"
INSIDE ELEVATIONS •
SCALE 1" = 18"
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
12 GA. GALV. STEEL CONTINUOUS
1 -5/8" x 2 -3/8" ANGLE.
DOOR
HEIGHT
"L"
6' -6"
7' -0
= e
70"
7
TYP. 2 -1/2 "x12 CA. GALV.
STEEL T.3A•'K CIJPS.
DISTANCE FROM DOTTCM OF VERTICAL
TRACK TO EACH CUP IS: 3-1/2",
10 ", 24 ", 38 ", 50 ", 63 ", AND
76" (7'F "F' & 2'0 "H DCCF;S ONLY)
ONE 5/16 x1 -5/6" , AG SCFEW PER
TRACK cur.
114x5/8" SHEET METAL SCREWS -
1/4 "x3/4" SELF
TAPPING SCREWS.
14 GA, ENO HINGE$
SCALE 1" = 9"
V!EW "B"
LOCK POS;TICN
(BOTH SIDES)
TWO For LCCKIN,G
CONFORMS TO SFPC
3603.2 REGARGING
GARAGE DOORS WITH
5/5" .MIN, ENCAGE! E
:OCR TES-ED F0F
FORCED ENTRY 'rVIT-J
BCTH OUTSIDE KEr_C
LOCK AND INSIDE
SLIDE BOLT LOCK
OPTIONS (SEE
LAYOUT CF EACH
LOCK ON NEXT PAGE.
24 GA. DDS STEEL M N. r1ELD STRENGTH:
38 KSI) EXTERIOR SK;I WITH G -40 MIN.
GALVANIZING, BAKED-,,r1 PRIMER AND A
BAKED -ON POLYESTER Y -iNTED TOP CCAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
(A5rA No. 4653 -97).
SHIP LAP JOINTS.
DESIGN ENGINEER
MARK W. ESTERF :LD, P.E.
FLORIDA REGISTRAT ON No 48495
Ckij
Building Froducts
Company
18 CA. NTERMEDIATE HINGE
3OALE 1" = 9"
r1 wW "C'
TOLERANCES
Un■eee Stated Dtfer-.iee
2" 11HCK
CLCPAY BUILDING PRODUCTS
312 'WALUNT STREET,SUITE 1600
CINCINNATI, CHIO 45202
DA 'E
/ i DE R,a Gn
3/27/9,5 j ADDED JAMB DWG & OHAR`
11/3/97 i R_r . DWG To =AGES
3 2/13/98 13CSK; VENT ,ARPA. TRAC, . NOTE T O
4 12/6/2000 O DE- Y/N 37/197; TDS '; -4o '.y- - -=
12 GA. CALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED W/(4) #14x5/8"
SHEET METAL SCREWS. ADJUSTABLE SUDE ATTACHED
TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND
NUTS PER BRACKET.
14 GA, GALV. ROLLER HINGE.
EACH HINGE FASTENED TO END
STILES W /(4) 114x5/8" SHEET METAL
AND (4) 1/4"x3/4" SELF TAPPING SCREWS.
(SEE VIEW "B")
ONE 6" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "0 ")
C- CHANNEL ATTACHED AT EACH STILE LOCATION W1TH
(1) 1/4 "x3/4" SELF TAPPING SCREW.
1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER .
DOOR SECTION, EXCEPT (8) STRAPS ON 2N0
SECTON (SEE INSIDE ELEVATION). EACH STRAP ATTACHED
W1TH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO
SCREWS TO DOOR, ONE SCREW TO C-CHANNEL).
SDUT'1 FLDTda,' Z1111 -Dr;t7
DATE MAR 1 5 2O,QL, .
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) /14x5/8" SHEET METAL
ALUMINUM EXTRUSION & 'I1P'YL WFAT'- iE'S
SECTION A -A (SIDE VIEW)
SCALE 1" = 9"
DESIGN LOADS: +46.5 P.S.F. & -52.0 P.S.F.
.00 =
.000 = ±.0)5
.0000 = ±.007
Degrees = ±l /r
SC .LE'
DATE
N{ ,TED
2/15/95
D RA`.T■ BYE M'YA
xED BYE - _
SCREWS.
FACT
1 OF 2
r
L
2 -1/2"
VIEW "0" - • -
L C- CHANNEL
16 GA. CALV. STEEL
PRODUCT CC;IT
6UILDNO r,ODE CDMrLli„ g'i
ACCEPTANCE O. (DU- 1212.Q3
DRAV;MG :NUMBER
1 01300
M AX. SIZE
16'2 "W x 8'0 "H
'JESCRIPT;0N.
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APPROVED AS COMPL 1NO WITH THE
SOUTH air OA = UI181N0 COOS
DATE; ; i 19 Lp
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CONTROLS SECTION
DACE COUNTY $LD¢,� jp(21f D T .. i ,
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NOTE: MU4LtON5 TO $E US6D A8 FOLLOW
MULLION IOZ4
,SHUTTEie ■4E1GHT • e•O
SNUTTE W4174 = lo - O ° (EA SIDE O•'MULUON)
Mdx. DESIGN LOA) z• 41.4 r'"
MULLION 1023
5uurrE.2 NEI641 = ( L0'
5NUTT6tZ 0.IVT1•1 = 10e -0'' (EA. 5I1).G or MULLION)
MAX• bEStG►J LOAb a 46.4 P
iSAY COWDIT1314 I:Evian1116 c2oN .:+FIOUJN vAWCs To Z�
E►J6.4P�p v 5£?AR OTELY.
JUC 1�4.�93 ,
SOUTH FLORIDA BUILDIMt CODE
2
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DATE RE VIS ED ✓\
flffo i. 1 f i f J1 c (� ( � I j J � /1 1�� 57-. a. DRAWING NUMBER
1
Pfic,Atime._
t