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GENERAL NOTES3 H 5S m �"
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1 This product has been evaluated and is in compliance with the 5th Edition[2014)Florida z o a < W
Building Code (FBC)structural requirements excluding the"High Velocity Hurricane Zone"
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to aE�Ai
base material shall be beyond wall dressing or stucco. ® m
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1609.12 of the FBC and does not require an impact resistant covering.This product meets o o m
m missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of
the FBC. N
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for m Z
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2x buck masonry construction.
5, Site conditions that deviate from the details of this drawing require further engineering analysis
oby a licensed engineer or registered architect. o
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o TABLE OF CONTENTS N a r
SHEET# DESCRIPTION
e 7 Typical elevation,design pressures,8 general notes z2 Door panel deta�s Now
z u POSlT1VE NEG/47NE 4 c
a3 Horizontal cross sections eniE 8 25/1. z
w 4 Vertical cross sections INSWING 37.50"x 82.00" +65.0 -70.0 sca a N.T.S. °
5 Buck and frame anchoring-2X buck masonry construction om°.sr: AL 'm
6 Frame anchoring-1X buck masonry construction cHK:ar: LFS 3
7 Bill of materials&components OUTSWING 37.50"x80.50" +65.0 -65.0 rc
FL-1]184.1 1 2
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PRODUCT: Documents,Prapered Sy:;Io .
7 t1118JERULAS
LASTPRO Lyndon F: Schmidt `�i�Cs• OR�� �9~�`�
! l n t' S DOOR P/.}Ery. No. 43409
PART OREIdBLY:-- �/r BUILDING CONSULTANTS, INC.
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-CDA > �" 1 04 22 1S UPDATE TO STN ED. (2014}F9C JK .DOOR PANEL DETAILS LU A'O" Box 230. Valctco. Fl 33595
4+ NO DATE BY Phone No.: 813.659.9197
REVISIONS IONS G.A. No, 9813
0 2014 R.W.SUn.o1NS CONSULTANTS WO,
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- �'I � s � � g PRODUCT: Deeumont3 Propamd By:� ��
PLASTPRO Lyndon F. Schmidt �i�
IWr.�i FIBERGLASS DOOR P.E. No. 43409
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y PART OR ASSEMBLY: �(� BUILDING CONSULTANTS, INC.
'1 .D4 22 15 UPDATE i0 5TH E0. (2014) FBC JK - eO l� P.O. Box 230, VaG1co, FL 33595
Iv {' NO DATE HORIZONTAL CROSS SECTIONS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
0 2014 R.W.BUILDING CONSULTANT.INC.
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to FIBERGLASS DOOR P.E. No. 43409
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C, to r y 0i - PART OR ASSEMBLY: Vis- BUILDING CONSULTANTS, iNC.
CO 1 -0-472-27-15 UPDATE i0 5TH E0. 2014) FBC JK J li p,0: Box 230, Volrico, FL 33595
IV ;' NO DATE BY VERTICAL CROSS SECTIONS phone No.: 873.859.9797
REVISIONS FBPE C.A. No. 9813
A'ZD14 R.W.BNII-DING CDN9Dt.TANTB INC:
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CONCRETE ANCHOR NOTES: N �
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o
edge distance to mortarjoints.
a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted.to9 28' o
a maintain the.min.edge distance to mortarjolnts,additional-concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 10
8 3. Concrete anchor table: a F =
ANCtIOR ANCHOR MfN MIN CLEARANCE MIN CLEARANCE. 10 a o
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_MASONRY TO ADJACEM.'
TYPE SIZE 10 M ❑ ^z o
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TAPCON� 1/4' 1.1/4" 2" 4" 27 scut M.T.S. °
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a HINGE DETAIL LATCH&DEADBOLT DETAIL' °HK e". LFS 3
WOOD SCREW INSTALLATION NOTES: owwiac No.:
iz 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-17764.17 '
Swood screws to prevent the splitting of wood. ro
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CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints. LATCH 3 DEADBOLTDETAIL o
Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusled to
a maintain the min.edge distonce.to mortar joints,,additional concrete anchors a
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ANCHOR ANCHOR 'M!N M!N CLEARANCE lvpN CLEA)i!ANCE N a F
oTO MASONRY TO ADJACENT. a
o. TYRE SIZE EM$EDM@NT: EDGE ..........
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z TAPCON® 1/4" 1-1/4" 2" 4" DATe 8/25/14 z
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ULTRACON® 1/4" 1-1/4" 1" 4 GwG,13Y.- AL ID
c WOOD SCREW INSTALLATION NOTES: GHu.er: LFS s
1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of DRAWING No.:
— wood screws to prevent the splitting of wood. FL-17184.1 1 °
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL v%� Z F �'~ u°m
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A 1X BUCK SG>=D.55 WOOD
B- 2X BUCK SG>=0.55 WOOD l��i,,���II •y,`````�� o m
C 1/4'MAX.SHIM SPACE ` N ..
D 114"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 7 m a 0 x i a
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E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE v> o L o °m w
301 OR HOLLOW BLOCK.CONFORMING TO ASTM C90 4.56" N 4.56' a °a m t 0 m
F 1/4"X 2-1/4"PFH ELCO OR TTW CONCRETE SCREW STEEL L
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G 3116'X 3-1/4"PFH TM/CONCRETE SCREW STEEL „ E o Z
H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL N
J 1/4"X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL
L #10 X 2-1/2'PFH WOOD SCREW STEEL
M #B X 2-1/2"PFH WOOD SCREW STEEL
b SEALANT SILICONE 20 HEAD 8 SIDE 21 HEAD d SIDE' cc J
Jamb Poly fiberjamb O -L,
Jamb
7 WEATHERSTRIP FOAM 0o ww
9 47HINGE STEEL' ain co,
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10 #10 X 3/4"PFH WOOD SCREW STEEL 3�
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20 JAMBFINGER-JOINT-PINE. WOOD
a. 21 POLYFIBER COMPOSITE JAMB POLYFIBER
27 LATCH STRIKE PLATE STEEL I m
28 DEADBOLT PLATE STEEL g
30 DOOR SWEEP NM a a
31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD 4:56" j 4.56"
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LL 33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD -
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS i
41 DOOR SKIN(MIN.0.075'THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASSI Tm
42 TOP RAIL CELLULAR PVC
0 43 LATCH&HINGE STILE CELLULAR PVCtn
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44 REINFORCEMENT WOOD FOR LOCKS WOODOIITSWING.THRESHOLD �1 INSWING THRESHOLD o 0
45 BOTTOM RAIL CELLULAR PVC 4osH 6C5 w In
46 FOAM CORE POLYURETHANE i
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47 LATCH&HINGE STILE REINFORCEMENT LVL Q
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_ - - DRAWING NMI. .
FL-17184.11 v
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SHEET 7 OF_L N
Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights.reserved. _
Property Identification
Site Address: 166 SE ENTRADA AVE Parcel ID:3419-520-0038-000-7
Sec/Town/Range:22/36S/40E Account#:42384
Map ID:34/22S Use Type:0100,
Zoning:RS-4 Jurisdiction:Saint Lucie County
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ownership
Marta I Salazar
Alexander M Salazar µ4
Gloria I Martinez -"
393 SW Stratford LN
Port St Lucie,FL 34983
Legal Description
RIVER PARK-UNIT 3 TRACT E BLK 136 LOT 18(MAP 34/22S)(OR
3722-405;3970-446:3974-552)
Current Values -
Just/Market Value: $66,600 -
Assessed Value: $66,600
Exemptions: $0 Total Areas
Taxable Value: $66,600 Finished/Under Air(SF): 1,039
Taxes for this parcel, SLC Tax Collector's Office
Download TRIM for this parcel:Download PDF© Gross Area(SF): 1,451
Land Size(acres): 0.2
Land Size(SF): 8,625
Sale History
Date Book/Page Sale Deed Grantor Price =
Code
Mar 17,2017 3974/0552 3974 0111 WD Salazar Marta I $0
/0552
Mar 7,2017 3970/0446 3970 0130 WD Salazar Marta I $100 =
/0446
Feb 25,2015 3722/0405 3722 0001 WD Lowe Sr Anthony W $64,000
/0405 =
Apr 26,2010 3194/2183 3194 0001 WD Betancourt,Alex E $29,000
/2183 =
Feb 20,2001 1365/1606 1365 XX00 WD Angelos,Peter $45,000
/1606 -
Mar 10,1995 0946/2654 0946 XX00 WD Vivian B Yatteau $37,500
/2654
Jan 13,1995 0937/2938 0937 XX01 PB $0
/2938
Building Information (1 of 1).
Finished Area: 1,039 SF
Gross Total Area: 1,451 SF
Exterior Data
View: Roof.Cover:Dim Shingle Roof Structure:Gable
Building Type:HC- Year Built: 1966 Frame:
Grade:C- Effective Year: 1974 Primary Wall:CB Stucco
Story Height: l Story No.Units: 1 Secondary Wall:
Interior Data