HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number:
SCANNED
ey
APPLICATION FOR REPLACEMENT OF CuCie C�Unry
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
1. LOCATION/SITE ADDRESS: 210ro nalsx!R "aC2, V i `10►c�,&
2. PARCEL ID NUMBER: 4 Li Z S y 1 D 00 O—y 06
SECT I -Z ,J TWP I RNG O MAP ZNGT?Q LU INIT
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �?�, n" I (a Y -7 GAQ, —
4. TYPE OF STRUCTURE: SFRA MOBILE HOME OTHER
5. OWN RMATION 6.
11 i11
Nam �Lal.c.
Address: oCv GlLrin r.�OtLnc�A�
City: State:
Zip: 3 gCtR 0 Phone: `1-> z- 33e, - l $4 2,
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #: 2 to24 3
Business Name:C.� 7z S
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure Design
A.S.C.E - 7 Pressure Manufacture
Product
120 mph 130 mph 140 mph '
Model
l #de
Method of Attachment #
Florida Product Approval #
lights
osure
x osure C
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Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ k ?-40
FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is_sorrect and that all work will be done in
tt compliance with all applicable laws regulating constructio on'
PRINT QUALIF ERS OW ERS NAME AT OF Q ALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF OUAf
ACKNOWLEDGED FOR E THIS DAY OF ",.j 2010 BY 1..0 - 4L\a4 �•� WHO O 1vIE OR WHO
HAS PRODUCED AS IDENTIFICATION.
JJ U Y .P4' p DAWN MILONE
ATURE OF NOTARY TYPE OR PRIN NAME N EE 1€ 11SSION # DD 852587
TITLE: XOTARY PUBLIC
• - EXPIRES: March 22, 2013
COMMISSION NUMBER
' of Bonded Thru Notary Public Underwriters
�S,4(_) FILE COPY
M IAM 1-DADE
Em MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/buildi9ecode
Wayne Dalton Corporation
3395 Addison Drive
Pensacola, FL 32514
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed by Miami -Dade County Product
Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade
County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (in Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Models 8024/8124 Code 1340 Garage Door.
APPROVAL DOCUMENT: Drawing No. 329930, titled "Models 8024/8124, Windload Specification
Option Code 1340", sheets 1 through 4 of 4, dated 05/04/07, with last revision P4 dated 05/19/08, prepared
by Wayne Dalton Corporation, signed and sealed by Mark R. Barrow, P.E., bearing the Miami -Dade County
Product Control revision stamp with the NOA number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: Large & Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name:
Wayne Dalton Co, Wayne Dalton Co.
3395 Addison Drive One Door Drive
Pensacola, FL 32514 Mt. Hope, Ohio 44660
and following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,
then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 08-0630.05 and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 09-0225.03
MIAMFDADECOU Y Expiration Date: September 27, 2012
Approval Date: April 8, 2009
Page 1
Wayne Dalton Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 329930, titled "Models 8024/8124, Windload Specification Option Code
1340", sheets 1 through 4 of 4, dated 05/04/07, with last revision P4 dated 05/19/08,
prepared by Wayne Dalton Corporation, signed and sealed by Mark R. Barrow, P.E.
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94,
along with marked -up drawings of an 18'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System with an Aluminum Windload Post, prepared by Certified
Testing Laboratories, Inc., Report # CTLA 1672W-1R, dated 05/17/07, signed and
sealed by Ramesh Patel, P.E.
2. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94,
along with marked -up drawings of an 18'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System with an Aluminum Windload Post and Impact Resistant
Glazing, prepared by Certified Testing Laboratories, Inc., Report # CTLA 1734WR,
dated 11/09/07, signed and sealed by Ramesh Patel, P.E.
3. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Test report on Tensile Test, per ASTM E8
along with marked -up drawings, prepared by Certified Testing Laboratories, Inc.,
Report # CTLA 1672W, dated 05/17/07 and 05/22/07, signed and sealed by Ramesh
Patel, P.E
(Evidence Submitted under NOA # 07-0808.01)
C. CALCULATIONS
1. Jambs anchoring calculations prepared by Wayne Dalton Corporation, dated 07/23/07,
signed and sealed by Mark R. Barrow, P.E.
(Evidence Submitted under NOA # 07-0808.01)
Fastening calculations prepared by Wayne Dalton Corporation, dated 10/24/07, signed
and sealed by Mark R. Barrow, P.E.
(Evidence Submitted under NOA # 07-1105.03)
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 09-0225.03
Expiration Date: September 27, 2012
Approval Date: April 8, 2009
E - 1
Wayne Dalton Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07-0313.04, issued to Sheffield Plastic, Inc., for their
I-IYZOD Polycarbonate Sheets, approved on 04/26/07 and expiring on 08/27/08.
E. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
F. STATEMENTS
1. Code compliance letter issued by Wayne Dalton Corporation, dated 07/23/07, signed
and sealed by Mark R. Barrow, P.E.
2. No financial interest letter issued by Wayne Dalton Corporation, dated 07/23/07,
signed and sealed by Mark R. Barrow, P.E.
(Evidence Submitted under NOA # 07-0808.01)
3. Revision request letter issued by Wayne Dalton Corporation, dated 01/23/09, signed
by Mark R. Barrow, P.E.
G. OTHER
1. Notice of Acceptance No. 08-0630.05, issued to Wayne Dalton Corporation, approved
on 08/14/08 and expiring on 09/27/12.
Carlos . Iftera, P.E.
Product Control Examiner
NOA No 09-0225.03
Expiration Date: September 27, 2012
Approval Date: April 8, 2009
E - 2
I- IMPACT RESISTANT GLAZING SYSTEM zp_s,
MAY BE INSTALLED N TOP OR
INTERMEDIATE SECTION (WITH OR WITHOUT
DECORA71YE INSERTS), GLAZING SHALL
BE 1/4' MAKROLOR-AR POLYCARBONATE
(MAN-DADE NOA /07-0313.04) OR
EQUAL MAXIMUM GLAZING DIMENSIONS
SHALL BE 18.56' . 12.26'. SEE DETAIL
E ON SHEET 2 FOR ASSEMBLY DETAILS
2. VINYL OR MOOD DOOR STOP NAILED A
MAXIMUM OF 6' D.C. MUST OVERLAP TOP
AND BOTH ENDS OF PANELS MINIMUM
7/16' TO MEET NEGATIVE PRESSURES.
3. KEY LOCK OR SLIDE LOCKS REQUIRED.
4. SECTIDN STEEL TO HAVE A MINIMUM
24 CA THICKNESS VAIN A MINGW 090
COATING AND A MINIMUM YIELD STRENGTH
OF 33.8 KS1.
S. THE DESIGN OF THE SUPPOR71NG
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL
OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE WfIH
CURRENT BUILDING CODES FOR THE
LOADS LISTED ON TM CRANING.
6. NOOO SU8S7RATE FOR DOOR JAMB 15
TO BE MINNUM 2.6 NO. 3 SOUTHERN
PINE. REFER TO SHEET 4 FOR
ATTACHMENT 70 SUPPOR71HO STRUCTURE
FOR MOUNTING OF CON71MMS WALL
ANGLE. SEE CONTINOUS WALL ANGLE
DETAIL SHEET 4.
7. FOR LOW HEAD ROOM LIFT
COMDNIONS. 70P BRACKET SHALL BE A
13 CA LHR 7/4 TOP BRACKET NTH A
MAXIMUM OF (3) 1/4-14.7/8' SELF
DR/LURG C" W711E SCREWS INLIEU OF
1HE BRACKET SHOWN ON THIS DRAWING.
U-BAR ON TOP SECTION SHALL BE
INSTALLED ON TOP CIF LHR TOP
BRACKETS
8. LOUVERS MAY BE INSTALLED ON 71¢®
DOCK IF THE TOTAL AREA OF THE
LOUVER DOES NOT EXCEED 120 SQUARE
O016RSPONDIHO TO A 75
SPEED (+/-14.40 PSF"} POST
ALL BE INSTALLED WHEN NNO
E EXPECTED TO EXCEED 75
13 GA HORIZ ANOLE
'DST CHAIN ATTACHED
70 HORIZ ANGLE WITH
S-HOOK
13 CA FLAG ARCS
15 CA LAN HORIZ
TRACK
5/160-5/8'
LAC SCREW (MN 4
AS SHOWN)
l(t i5 CA MR VERT
TRACK
1/4-2WD/16' TRACK
BOLT AND 1/4-20 HEX
NUT AT EACH JB-US
JAMS BRACKET LOCATION
5/16.1-5/8' LAC
SCREW AT EACH
JAMB BRACKET
15
AND TYPE
KEY LOCX OR SLIDE LOCK)
EACH END (SEE NOTE 3).
SLIDE LOCK SHOWI FOR
CLAPoTY
SOLID DOOR SHOWN. SEE
SHEET 2 FOR U-BAR
LOCATIONS ON DOORS
WITH OTHER SECTION
QUANTITIES AND SEE NOTE
1 THtS SHEET FOR
GLAZING OPTXINS,
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
MAX
YAX
UNIftlRM
ENT LOAD AT NEARER ARE
DOOR
DOOR
LOAD EACH
SLAB AT EACH POST
WIDTH
NEICM
JAMB PL
LOCATION LBS
17'-0"
Y-O'
1653 -209.
+1307.4-1712.I
165.5-2H,>9.
+1704.0-1936.3
190.7/-21A
+1837.0/-t850.5
8'-O'
+790.7/-213.
+1860.3 -21p29
MARF R. TIAPROW. PE
FLORIDA LICENSE NO. 57389
DA END STEP
l f_
20 CA CENTER STILE
j DOOR
POWNT DETAILS TO
:T 3. MOVEO JAMB
UL TO SHEET 4.
JVED CONCRETE
:IFICATION FROM
.S AND ADDED
11 H SHEET 2 FOR
'RETIE SPECIFICATION
9/13/07
IODIFIED TRACK NOTE
DOORS NTH
RATEE OVERLAYS.
O PAN LAYOUTS FOf
THROUGH 16' DOOR
IS ADDED
INUOUS WALL ANGLE
L SHEET 4.
TED NOTES FOR
INDUS WALL ANCLE
FILD NOTES SHEET
GLAZING. ADDED
INC. SHEET 2 FOR
11/10/07
DDED CHAIN TO
CH POST TO TRACK
OLTAILS E. F. AND Q
RHEET 2 ADDED
9 ON SHEET I.
D POST STORAGE
T 1
6/19/08
s
DlOTEL
(JB-US) FOLLO"NC DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK NTH 1/4-20.9116' TRACK BOLT AMD NUT AS SHOWN ABOVE .
QWITH DECORATIVE OVFJtLAY REWRE USE OF CONTINUOUS WALL ANGLE. SEE SHEET 4 FOR DETAILS.
PRIUDIUcf REVISED "
= can*yi ft WW& the Flmift
WOs. ® �SSTATiC PRESSURE RATWGS APPROVED SLZES SCALE: N.AemptmE:
(PSF).- +46.00/-52.00 MAX WIDTH: 18'-0' DATE NAME
TEST (PSF} +69.0O/-78.00 MAX HEIGHT: B'-0" DRAWN 2/22/07 CRT
B.J%T/ Wftn IMPACT/CYCLIC RATED (YES/Nq. YES MAX SECTION HEIGHT, 21' CHECKED 5/4/07 MRB
' Ps°Atet(battd 3395 ADOISON DRIVE MODELS 8024/8124 S^tEET 1 OF 4
�Diri�iolt PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1340 DRAWING PART NO. REV.
(850) 474-9890474-9890 329930 P4
rTc1t., 7A
lowAME TOP BRACKETS C-
v p
Ia_
- UA WIDE BODY WCES EACH ATTACHEDNWITH
1/4-147/8' SELF
1LLJNG CRNPTITE SCREWS
DETAIL H
GA WOE BODY
rERMEDIATE HINGE
TACHED WITH (4)
4-T4x7/6' SELF DRILLING
IMPTITE SCREWS
Q•
HEADER
'OP PLAT
EXTENSIO?
•
HEADER L OpC
BRACK T
BOLT
PTOP LATE
HAIR) NUT�
GA EKTEN' BRACKET OEiA!`C 00RROSXN �S I
fAC14ED WITH (s) 1/4-14x7/B' RESISTANT CH
F OR6J.NG CRMPTtTE SCREWS '
THROUGH STRUT ANO BRA %
GA BottON BRACKET LAC SMEWSSS/n' i
'ACHCO WITH (2) '0
-tlx)/e' SELF ORA1Nc 6/1B-16a2-, /2'
4Pt1TE $CREWS THROUGH HEX BOLT w NUT o t 4) 5/1d-12
BOTTOM
nnAx n
2500 PSI MIN \
CO1+CRklE
8'X8, MIN
NRHSLAB B'•MIN• /
AT EDGE
EDGE
DISTANCE /
® DETAILtl
MARK R. BARROW. PE
r _ORIUA U^ENSF N0. 57389
°A
14 CA CENTER
HITCH PIN—
A:1WTO EWS
EACH
HINGE WKTN A P06T
S
CORROSION
RESISTANT 04NN
DR) 5/16-12x1' SELF
ILLR4G SCREWS EACH
WASHER(1 S/16 FIAT
OARLUNG4' SELF ➢ET�F
PRODUCTREVISED
�� coo& d e b7Bridl,
Ampanoa
"m
Na 2 HALF HNGE
ALIGN BOTTOM of
HINGE W111H TOP
OF THE U-BAR—
HRCH g
CORROSICN
RESISTANT CHAT
(5/16-12x1'
DRILLING
SCREWS W/ 5/16
MT WASHERS
ORLLN04�
BOTTOM DRAWT ' .
(4) S/16-12x1' SW
DIOLLNG SCREWS I)ETALL.-fE
(5) SECTION DOORS WITH
(7) S 20 GA 80 KS U-BARS
LOCATED AS SHOWN
(4) SEC71ON DOORS WITH
(5) J' 2C GA 80 KS1 U-BARS
LOCATED AS SHOWN
1
ATTACH U-BAR WITH
(2) 1/4-14x7/8' SELF
DRILLING CRIMJnTE SCREWS
AT EACH SIZE LOCATION. TI'P.
LDCKN6
STRAP
FX 13xxBOL7 1/2'
1/2-13 HEX NUT
-(4) 1/4-14x)/n'
SELF DRLLNC
CRIMP7ITE SCREWS
(16) /nx3/4' MN �~
STAINLESS SCREWS WITH /
STAINLESS BACKED
RUBBER WASHERS ---------
OPTIONAL NON-STRUCTURAL
ALIVE OUTER YlRIDOW
' TRIM
Il06CNG
�A2 OE /-- -� \ ` • 1 /4' POLYCARBONATE
1s
SSG40DOAC
S��AL
OR
MAVALE NT
FACER STEEL
�
Obi7C.T IitvISS{1
OPTIONAL I�
Now-smUcwRAL
sLocowbing � C M� l� FIQi&
POST
OWIENDOW TMtINER — _J
y.
/
DIE LAI'
Walnnt:
a
I]
rRLSSLRiE RAT NGS
DESIGN (PSF): +46.0p/-52 Do
TEST (PSFr *69.00/-76.00
DAPACT/CYCLIC RATED YES/NO): YES
APPROVED SIZES S
MAX WIDTH: 18'-0'
MAX HEIGHT: 8'-0' 01
MAX SECTION HEIGHT: 21' O
MODELS 8024/8124
3395 ADDISON DRIVE
WINDLOAD SPECIFICATION OPTION CODE 1340
NSACOLA, FLORIDA 32514
(85p)474-9890
JLS TO
JAMB
4.
TES AND ADDED
TAIL N SHEET 2 FOR
NCRETE SPEOMAT10N.
T 9/I0/07
MODIFIED TRACT( NOTE
2 DOORS WITH
)ORARW OVERLAYS.
XD PAN LAYOUTS FOI
2, THROUGH 16• DOOR
TINS ADDED
471N000S WALL ANGLE
AL SHEET 4.
)ATED NOTES FOR
17NOUS WALL ANGLE
JHTING.
. 10AI07
ADDED IMPACT
GLAZING. ADDED
AL J SHEET 2 FOR
11/10/07
ADDED CHAIN TO
" POST TO TRAP(
HITCH PINS TO POST
rEM. UPDATED
WWLS ON SHEET I.
DETAINS E, F, AND G
a14EET 2. ADDED
9 ON SHEET 1.
b POST STORAGE
�z
S/)9/On
SHEET 2 OF 4
DRAWING PART NO, I REV,
329930 P4
78-
I
1
I
I
125'
3.175"
1 —1
L
µA;V P. BARROW, PE
F40RIDA IICiYSE NO. 57389
as'
r--- 7 ---� L
000 0J to
1�1 2"
097 NIN
TDp PL 7F EXTh1S10N
1LI
2-0
1 Io
I
097' MiN
.097' MINI
LOCK STRAP J
° —T
0 0 5 0'
1
ilel MNGF {�
.t27" wN
T
BOTTOM LOIX PI A7F
POST SYSTEM COMPONENT DETAILS A
t+ ODUCT R EviSM
As comoyiog w" me Fiocift
Acccobace Wayne®
1No —06' .61
gy smon
ftodeaCM&W 3395 ADDISON MOVE
PENSACOLA. FLmDA 32514
(850) 474-9890
HEADER
TO SECT
POST PC
HALF HMN
sonSTORAAGEl
POST SYSTEM STORAGE
U= POST SYSTEM SHALL 8E STORED W A
C O.:ATWN AS CLOSE TO GARAGE DOOR
MODUCTT REvissnl/�_
Am*Mm Tito 09-A ?S Gr
RATINGS APPROVED S12E5 SCALE: N
DO/-52.00 MAX WDTH: 18'-0'
3.
'ES AND ADDED
AIL H SHEET 2 FOR
ICRETE SPECIFICATION,
9/13/07
MODIFIED TRACK NOTE
DOORS VATH
DRATIVE OVERLAYS.
ED PAN LAYOUTS FOR
THROUGH 16' DOOR
WS. ADDED
TDAWS MALL ANGLE
YL SHEET 4.
ATM NOTES FOR
TWOUS WALL ANGLE
N1WG.
ID/1/07
1DOED IMPACT
11/10/07
9 ON SHEET T.
D POST STORAGE
.T S
5/19/00
UNAWry1 2/22/07 GRT
I//PACT/CY(YIC RATED (YES/NO): YES MAX SECTION HSCHT: 21^ CHECKED 5/4/07 MRB
MODELS 8024/8124 1 SHEET 3 DF 4
WINDLOAD SPECIFICATION OPTION CODE 1340 DRAWING PART NO. REV.
329930 1 P4
13 CA MIN I TRACK
CONTINUOUS
1 ICE PLATE WALL ANGLE
14' MIN it GA (3) 1/4"-20 TRACK
MAX CLIP OR CARRIAGE BOLT
fT'- WTH 1/4'-20 OUT
I TYF4CA1 CLIP
BOl TING DFTAN
MAX RSW 0,28' p
y MN 11 GA CLIP
MAX THIS SHEET
TAIL 13 GA MN 1) 1/4-20 TRACK
CONTAIIWS OR CARRIAGE BOLT
WALL ANGLE WITH 1/4'-20 NUT
12 TRACK
MA% TYR r tl IP
1W Du D TA
MAX 5/16-
12"
..-• MN 2 u6 L1IYBER D SCR INTO
2
EACH HOLE LOCATION DISf
12'
MAX TRACK
T - t:
CLIPS TO BE ETHER BOLTED OR MELDED. SEE CONTINUOUS WALL ANGLE
DETAILS THIS PAGE 1/4-20A9/16' TRACK BOLT
AND 1/4-20 HEX NUT
TRACK CL A
ACONTINOI^ WALL ANGLE DETAILS
Ir NAX SPACNC OF ANCHORS/SCREMS PER JAMB (1N)
.3/6" SIMPSON nTEN 3/6' SSWSON TTEN
IIND SCREW ANCHOR i0 HD SCREW ANCHOR To 3/6' X 3' LONG
IMINOWM 2DOC PSI MINIMUM 2DO0 PSI LAC SCREW^"
icoNCR GROUT F6LED CMU-•
24 24
I. BASED ON 3/8' SIMPSON ITEM HEAVY DUTY SCREW ANCHOR WITH A 1' O.D. WASHER INTO CONCRETE WITH A
MINIMLIA EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'.
2. BASTED ON 3/6" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A I' O.D. WASHER INTO GROUT FELLED CMU WITH
A MINIMUM EMBEDMENT DEPTH OF 2-3/4% A MINUJUIM EDGE DISTANCE OF 4 AND A MINWUM END DISTANCE OF 4'
CONCRETE MASONRY UMTS SHALL CONFORM TO ASTM C90 AND TROUT SMALL CONFORM TO ASTM C476.
1 BASED ON 3/B' DIAMETER x 3' LONG LAC SCREWS WITH T' DD. WASHERS WITH A 1-9/32' THREAD PENETRATION
INTO SEASONED DRY WOOD SUPPORTING STRUCTURE.
4 PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE V47H A MINIMUM OF THREE (3) SCREW ANCPiORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAC SCREWS
AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXILAIM OF 6' FROM THE ENO OF THE JAM&
5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF-190.7/-215.7 LBS PER FOOT.
6. CHART INCLUDES A SAFETY FACTOR OF 4.
7. DOOR JAMB TO BE MINIMUM 2x6 N0. 3 SOUTHERN PINE LUMBER (MDT) MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
a. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE 61ALDING DESIGNER AND SHALL BE
DEMGNED FOR THE LOADS LISTED IN NOTE 5.
9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTKNS
MINMRl1Y 2x6 /3 (E HEADER LOCK MNKnlu 2x6 /3
LUMBHEHN PWE CE HEADER LOCK Ltlti►RIM 2x6 /3
LUMBER. BRACKET LB PINE BRACKET SOUTHEN PINET LOCK
LVYBER
' 4` 4. 4"
4'
2) 3/B' SIMPSON VIIIEN MD SCREW 4) 3/6" SO.FSON MIEN NO SCREW (4) 3/8' qA.: 3'ANCHOR WITH A 1-1/4' O.D. WASHER ANCHOR WITH A 1-1/4' O.D. WASHER L.LAG SCREWS
AND A MINIMUM EMBEDMENT DEPTH OF AND A IRIJl11AI EAIBEpENT DEPTH Of
2-3/4' AND A MINIMUM EDGE 2-3/4' HID A MINIIILOA EDGE WITH iL WASHERS/4 " O.D.
DISTANCE OF 2-3/4'. DISTANCE OF V.
MrNIMUM DETAIL 2DI 1REM MMMUM 2000 DETA, 1)IT F1U m Cut WOOD GIp�PORNT 1R rR'nXRF
as OMO"I :Wdh 01m
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M/URK R. BARROW. PE
FLORIDA LICENIS_NO. 57389
6" W
6' MA'
18' MAX WIDTH
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APPROVED SIZES S
W
DESIGN (PSF). r46.00/-02.00
MAX W10TH: 18"-0'
TEST (PSFYT/CY
MAX NEIOHT: DI
RATED (YES-78.00
IMPACT/CYCLIC RATED (YES/NO): YES
MAX ¢CT10N HEIGHT: 21' ❑
ICHT:
MODELS 8024/8124
3335 ADDISON DRIVE
:Nsa0""0 32514
(850) 474-9890
WINDLOAD SPECIFICATION OPTION CODE 1340
N.T.S.
IENT DETAILS TO
S. MOVED JAMB
TO SHEET 4.
All. M SHEET 2 FOR
ICRETE SPECIFTCARON.
9/13/07
MODRTED TRACK NOTE
DOORS WTH
'ARATIYE OVERLAYS
CD PAN LAYOUTS FOR
THROUGH 16' DOOR
EMS. ADDED
TNLIOUS WALL ANGLE
AIL SHEET 4.
ATED NOTES FOR
THOUS WALL ANGLE
MTING.
TO/t/07
ADDED IMPACT
STANT GLAZING,
B1ED NOTES SHEET
GLAZING. ADDED
VL J SHEET 2 FOR
CND.
11/10/07
CODED CHAIN TO
LCH POST TO TRACK
HITCH PINS TO POST
TM. UPDATED
WIGS ON SHEET 1,
DETAILS E. F, AND D I
5/10/08
:EDI 5/4/07 1 MRS
SHEET 4 OF 4
DRAWING PART NO. REV.
329930 1 P4
Property Appraiser - St.Lucie County, FL
Gloria J Soderstrorn JR) Record: 1 of 1
Property Identification
Site Address:
2106 NW Greenbriar Ln
Sec/Town/Range:
25 :37S :40E
Map ID:
44/26S
Zoning:
PUD
Ownership and Mailing
Owner:
Gloria J Soderstrom JR)
Address:
2106 NW Greenbriar Ln
Sales Information
Date Price
7/21/2005 100
1/1/1987 211500
Palm City FL 34990-8035
Code Deed
01 WD
00 CV
Page 1 of 1
PROPERTY RECORD
CARD
«Prey Next»
Spec.Assmnt Taxes Exemptions
Permits Home Print
�\%IE CO
ParcellD:
4425-701-0040-000-1
Account#:
119271
�P <
Land Use:
SF Res
City/Cnty:
St Lucie County
Legal Description
GREENBRIAR VILLAGE HARBOUR RIDGE -PLAT 2- UNIT 4 (OR 528-1262; 2341-
218)
Assessment 2010 Final Total Land and Building
Book/Page
2010 Final: 318100 Land Value: 161500 Acres
0.29
2341 / 0218
Assessed: 227079 Building Value: 156600
0528 / 1262
Ag.Credit: 0 Finished Area: 2194 SgFt
Exempt: 50000
Taxable: 177079
Taxes 3884.88
i�lIIt1GLH1.`f;til3rri►i�iLil:
Exterior Features
View:
RoofCover:
CS - Conc Shingle
RoofStruct:
HP - Hip
ExtType:
HA - HA
YearBlt:
1985
Frame:
Grade:
A - A
EffYrBlt:
1985
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrtnlntWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/213ath:
0
HeatFuel:
ELEC - Electric
Prtn.Flors.
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features
and Yard Items
Land Information
Type Y/S
Qty. Units Qua[.
Cond.
YrBlt. No. Land Use
Type
Measure
1 0100-SF Res
GFC -Site
1
THIS INFORMATION IS BELIEVED
TO BE CORRECT
AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT
WARRANTED.
Depth
http://www.paslc.org/prc.asp?prclid=442570100400001