REV-17-915BUILDING
PERMIT APPLICATION
IVIId1 I11 JI IUI CJ village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
Master Permit No.
Sub Permit No.
❑ BUILDING ❑ ELECTRIC ❑ ROOFING +REVISION
LI PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: f(/ (3 Ali•q 6
Citv: Miami Shores F(.. County: Miami Dade
Folio/Parcel#: f(- 3 Jo 5 01 j- 0 2-6 Q ,,yy ��,,
Occupancy Type:S. t2('tlLoad: Construction Type: [�/�S Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ,TO AI 1--- /54 OP. /2-L.. y aiPhone#: 55-1 2- I Z (Z7>
Address: / 17 3 6"15-7 9 o � S / /
City: I "L,4 $'17 �u� S State: F? Zip:
Tenant/Lessee Name: Phone#:
Email:
RECEIVED
APR 0 2017
FBC 201LI5.1
/(e-9-/0-24/4(
z v!7 --q/5
❑ EXTENSION EI RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
zip: 33/3 8
Is the Building Historically Designated: Yes
NO
333
CONTRACTOR: Company Name: 5(.- -y T CJVfS / 7 ` (%k'ii
Address: 2-37 K L `U2- 5
Phone#: q2e 377 --.??3 v
City: / '` r AY)/ e/'5 f1C)2 C State: /---1_ Zip: 331 3:3'
Qualifier Name: Q1/' S ( !� (�
State Certification or Registration #: Q r 3 3( g 8
DESIGNER: Architect En ineer: C.- /N "�-vs / OLC--.� Phone#: 3c 5.--E.)--/ ?2 P?
Bp
g
Address: !t/0 V / Af/ v 10 / City:/orf lf( 6/t6/!
Square/Linear Footage of Work:
Phone#: S
Certificate of Competency #:
Value of Work for this Permit: $ 4/00
ate: -Zip: 3,c151
Type of Work: ❑ Addition ❑ Alteration ID<Jew❑ Repair/Replace ❑ Demolition
Description of Work: J/�s _ray 4C r 6 i , (;/4. we i l
1/u /(- `�x6 -GAJ S -/►2/S
Vvs,1--
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE S
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
OWNER or AGENT
The foregoing instrument was acknowledged before me this
-6r--.1) day of Af ! I , 20 117 , by
i1 Yh rly UL,C, , who is personally known to
me or who has produced Ft Jr%Ver I I e as
identification and who did take an oath
NOTARY PUB
Sign:
Print:
Seal:
io‘aa . P:;Be. JEREMY ADAM RAMIREZ
* MY COMMISSION # FF 145835
EXPIRES: July 28, 2018
9TFOF „per Bonded Thru Budget Notary Services
***************************r****** *
APPROVED BY
Signature
The foregoing instrument was acknowledged before me this
1 day of i-tpa- l L , 20 d
(Q/Jci t -r6 -a- , who is p: :Half 'r
me or who has produced
, by
to
as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
s
;X c.• eS
• Q
40
.:6,10 t e
i,>°��SSIWWQ,:••
i�4/��S•
31N31bd
****************************************
41(1
Plans Examiner
0 31V
Zoning
Structural Review Clerk
Florida Building Code Online
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Product Aooroval Menu > Protluct or Aoolication Search > AooUcation Usk > Application Detail
FL # FL10537-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
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Product Manufacturer Therma-Tru Corporation • •
Address/Phone/Email
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbIdgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsuitants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Exterior Doors
Swinging Exterior Door Assemblies
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Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
`J Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
'! Validation Checklist - Hardcopy Received
Certificate of Independence FL10537 R2 COI CERTIFICATE OF INDEPENDENCE.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 201, 202, 203 1994
Florida Licensed Professional Engineer or Architect
FL10537 R2 Euuiv OF STANDARDS.odf
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I... 4/4/2017
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
01/28/2015
02/02/2015
02/04/2015
04/15/2015
FL #
Model, Number or Name
Description
10537.1
a. "FlberClassic", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or
Outswing Configuration
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 10537.1 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions.
Installation Instructions
FL10537 R2 II Inst 10537.1.:df • • 6
Verified By: Lyndon F. Schmidt,S' E. 48409
Created by Independent ThirdJ'Bqi:,Yips
Evaluation Reports •
FL10537 R2 AE Eval 10537.1'1dt".
Created by Independent Third Peu :•Yes
•
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••••
•
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•
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••••
10537.2
b. "FiberCiassic", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Seigle boor with siderite -
(OX or XO) Inswing or Outswirli3o}IRguration • • • •
•
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 10537.2 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions. (Note - ASTM E1300-98 utilized
for areas Inside the HVHZ)
• • •
Installation Instructions • •
FL10537 R2 II Inst 10537.2/Of •
•
•
• ...
•
• •
Verified By: Lyndon F. Schmidt,4e. L•. 4409
Created by Independent Third Party: sires
Par
Evaluation Reports
FL10537 R2 AE Eval 10537.2.pdf
Created by Independent Third Party: Yes
10537.3
c. "FiberClassic", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Single Door with Sidelites -
(OXO) Inswing or Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL10537 R2 II Inst 10537.3.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 10537.3 for Design Pressure Ratings by
FL10537 R2 AE Eval 10537.3.pdf
specific Model and for any other additional use limitations
and installation Instructions. (Note - ASTM E1300-98 utilized
for areas Inside the HVHZ)
Created by Independent Third Party: Yes
10537.4
d. "FiberClassic", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing
or Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL10537 R2 II Inst 10537.4.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 10537.4 for Design Pressure Ratings by
FL10537 R2 AE Eval 10537.4.odf
specific Model and for any other additional use limitations
and installation instructions.
Created by Independent Third Party: Yes
10537.5
e. "FlberClassic", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
-(OXXO) Inswing or Outswing Configuration
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 10537.5 for Design Pressure Ratings by
specific Model and for any other additional use limitations
Installation Instructions
FL10537 R2 11 Inst 10537,5.0df
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL14537 R2 AE Eval 1Q537.5.pdf
Created by Independent Third Party: Yes
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•
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I... 4/4/2017
Florida Building Code Online Page 3 of 3
and installation instructions. (Note - ASTM E1300-98 utilized I
for areas inside the HVHZ)
Back
Contact U8 :: 2601 Blair Stone Road. Tallahassee FI. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mall to thls entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
I"
Credit Card
Safe
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I... 4/4/2017
R
W
B
R. \V Building Consultants, Inc.
Consulting and Engineering SCYViCCS inr the Building lncuslry
P.0, t4ox 239 Vatrim EL 375v5 Phone $13.659.9197
; tome Hoard of Pm4,50onal Fnginool C'erlia tc ofTWhunzaIion 1'4).9813
-Product Evaluation Report
Report ;Vo.:
Date:
FL -10537.1 7.1 R I
Fehruarj 27, 2111.2
Product
Category
Sub Category
W
Manufacturer
Product Name
Exterior
Doors
Swinging
Exterior Door
Assemblies
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
Phone (419)2.98-1740
Smooth Star. Fiber Classic s '
and Classic Craft Rustic, a G./
inswinglOuts gi•
'impact" °
Scree: This is a Product Evaluation report issued by R W Building Consultants. Inc. and Lv /don F. Schmidt, P.E
1998) for Therma-Tru Corporation based on Rule Chapter No. 9N-3. Method 1D of the State of Fiorida
Depa;tnent of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in th
manufacturing or distributing the product or in any other entity involved in the approval process of the produ nam . herein.
Limitations:
1. This product has beet evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements s:rkitting the
"High Velocity Hurricane Zone' (HVHZ). • •
••••
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material sneli ne goyand w4ligisissing
or stucco.
••••
3. When used in the "HVHZ" this product icornplies with Section 1626 of the Florida Building Code and doesppLtt=vire an impact
resistant covering. •
•
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies win tbn 1601.1.2•ofihe
2010 FBC and does not require an impact resistant covering. This products meets missile level "C" and includes Wind Zone "'s
defined in ASTM E1996 and Section. 1609.1.2.4 of the FBC. • • ••••
•
•• ••
5. For 2x stud framing construction, anchoring of these units shalt be the same as that shown for 2x buck masonry constructitri'
6. Site conditions that deviate from the details of drawing FL -10537.1 require further engineering analyst; 'ty
=i licensed ettgineer or
registered architect. ' • • •
7. Outswing configurations using tthresnofd item U4 meet water iniiitrat:on requirements for "HVHZ." •• • • • • •
•
••
•
•
8. Inswing and outswing configurations using threshold item #5 dc not meet the water infiltration requirement'ttx tilt "HVf indshali ora
installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle ben the
edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing F1-10537.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460336-A,B,C
STTS00001
15427-107362
ATI 67508.01.106-18
TEL 06-1031-1
2. pla+rvi:N Nn_.
No. FL 10537.1
3. Calculations
Anchoring
4. Quali Assure
Certificate of Pa
Corporation is
Guide 53.
Test Standard
ASTM 0635-03, ASTM D1929-96
ASTM 02843-99
ASTM G26-95
ASTM E84 -00a
ASTM D 1929.96(2000)e01
201-94. TAS 203-94
P- 1454
Testircl Laboratory
Testing Evaluation Lab.,Inc.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, inc.
Testing Evaluation Lab.,lnc.
nufacturing produ
APPROVED
ZONING DEPT
BLDG DEPT
rnent
s within a quality a urance program th
BY DATE
SUiiJECT TO COMPLIANCE WITH ALL
DERAL
TATE ANN COUNTY RULES AND REGULATIONS
geqrsift-
Skirted
by
Lyndon F. Schmidt, P.E.
Lon Hicks, VP Operations
William E. Fitch, N.E.
Joseph A. Reed, P.E.
Wendell W, Haney, P.E.
Signed & Seated by
Lyndon F. Schmidt, P.E.
Slgned & Scaled by
Lyndon F. Schmidt: P.E.
stitute , csrtify,irig that Therma-Tru
co.rplies with ISO:iEC 17020 and
RECEIVED
APR 0 4 201I
•�
•
Lyndon F. Schmidt. P.E.
FL PE No. 43409
2/26/2012
•
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THERMA I!TRU®
• • • • •
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THERMA TRU DOORS
11B INDUSTRIAL DR., EDGERTON, OH 43517 ••
•
SMOOTH STAR, FIBER CLASSIC
• .• •••
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• •
CLASSIC CRAFT & CLASSIC CRAFT RUSTIC •
FIBERGLASS DOOR
INSWING / OUTSWING
"IMPACT"
GENERAL NOTES
••
• •
• • • • ••• ••
1. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBC)
structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in the'HVHZ" this product complies with Section 1626 of the Florida Building Code and does not
require an impact resistant covering.
4. When used in areas outside of the -HVHZ" requiring wind borne debris protection this product comples with
Section 1609.1.2 of the FBC and does not require an Impact resistant covering. This product meets missile
level IT and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck
masonry construction.
6. Site condiltions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using coastal sill item #4 meet water infiltration requirements for "HVHZ".
8. Inswing configurations and outswing configurations using threshold Hem #5 do not meet the water infiltration
requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is
Tess than 45 degrees.
TABLE OF CONTENTS
SHEET Ii
DESCRIPTION
Typical elevations, design pressures & general notes
2
Door panel details (Smooth Star)
3
Door panel details (Classic Craft)
4
Door panel details (Classic Craft Rustic)
5
Door panel details (Fiber Classic)
6
Horizontal cross sections
7
Vertical cross sections
8
Buck and frame anchoring - 2X buck masonry construction
9
Frame anchoring - 1X buck masonry construction
10
88 of materials 8 components
•
37.75" MAX. OVERALL
FRAME WIDTH
35.93" MAX. �{
PANEL WIDTH
SMOOTH
STAR
INSWING
37.75" x 82.25"
g1( 14, ifes;
g:'?:,:;,.t.....,7#110::
g cl l'iu
t\
d%
DESIGNPRE5S 1RE(P•SF)
+75.0
7VEGATATE-;
-75.0
OUTSWING
37.75" x 80.75"
+80.0
-80.0
CLASSIC
CRAFT
INSWING
37.75" x 82.25"
+100.0
-100.0
OUTSWING
37.75" x 80.75"
+100.0
-100.0
CLASSIC
CRAFT
RUSTIC
INSWING
37.75" x 82.25"
+90.0
-90.0
OUTSWING
37.75" x 80.75"
+90.0
-90.0
FIBER
CLASSIC
INSWING
37.75" x 82.25"
+75.0
-75.0
OUTSWING
37.75" x 80.75"
+80.0
-80.0
1
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t3
03
03
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2
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55
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N.N.o
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DATE 2/24/09
SCALE. N.T.S.
DWO. Br: AL
CHK . Br: LFS
DSAWINO NO.:
FL—
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OHORIZONTAL CROSS SECTION
2
LD }
DETAIL A -A J
ODOOR PANEL
Smooth star
NOTE: WOOD/LVL COMPONENTS: ME (SG x 0A2(
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1—i
DETAIL A -A
Panel reinforcement
O O
0.1
442'el
28.86% OPEN
AREA MAX.
TOP
OHINGE SIT E
4.10"
OLOCK STILE
a
BOTTOM RAIL
EXTERIOR
INTERIOR
2 2 VERTICAL CROSS SECTION
a
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DATE 2/24/09
SCALE. N.T.S.
Enc. et AL
a*. er LFS
DRAWING NO.:
FL -10537.1
SHEET 2 0r 10
Ga
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OHORIZONTAL CROSS SECTION
2
LD }
DETAIL A -A J
ODOOR PANEL
Smooth star
NOTE: WOOD/LVL COMPONENTS: ME (SG x 0A2(
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1—i
DETAIL A -A
Panel reinforcement
O O
0.1
442'el
28.86% OPEN
AREA MAX.
TOP
OHINGE SIT E
4.10"
OLOCK STILE
a
BOTTOM RAIL
EXTERIOR
INTERIOR
2 2 VERTICAL CROSS SECTION
a
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a
a
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M N
oS
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DATE 2/24/09
SCALE. N.T.S.
Enc. et AL
a*. er LFS
DRAWING NO.:
FL -10537.1
SHEET 2 0r 10
Ga
A
9
5
m
0
N
1
1
0
D}
DETAIL A -A J
ODOOR PANEL c
Classic Craft
TYP. 4
CORNERS
OF PANEL
NOTE WOODILVL COMPONENTS: OAK CAP. PINE CORE I09 = 0.42)
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BEIM A -A
Panel reinforcement
0 0
28.86% OPEN
AREA MAX.
0.34°
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• • •
• •
• .••
• • •••
• • •
ET(TERIOR •
•• • •
• • •
• •••
• • •
• • •
•• • • •
• •
• ••
• IN,M1. WI
•• •
• •
•
•
•
t•
•.s
••
::::.•.
• • •
INTERIOR
OHORIZONTAL CROSS SECTION
3
VA
OTOP RAIL
1.44° -►{
OHINGE STILE
•
•••
OLOCK STILE
1.49"
7
OBOTTOM RAIL
%
EXTERIOR
INTERIOR
22 VERTICAL CROSS SECTION
3
1
co
o.
DATE:
SCALE.
DWG.
2
BY
0
80
g
nN
CO
\ N
N
/24/08
N.T.S.
AL
0
2
GHK er: LFS
DRAWING NO
FL -10537.1
SHEET 3 or 10
Lr
E
2
1
TYP. 4
CORNERS
OF PANEL
NOTE WOOD/LVL COMPONENTS: OAK CAP, PINE CORE (SG>= 0.421
00•
000000-
0000000
000000
0000000
000000
0000000
000000
0000000
000000
0000000
000000
0000000
000000
0000000
000000
0000/0
000000 .
0000 0
000000
0000000
DETAIL A -A
Panel reinforcement
00
D
2.
4441,
28.86% OPEN
AREA MAX.
• •••• • • • •••
•• •• • • ••
• •• •• •
• • • • •• •• •• •• •
• • •
• • • •••• • • ••
• • •• •• • • •• •
• • ••• • • •• •
• •••
• • • • • • ••
•
• • ••• • • ••• ^• .•
EXTERIOR • • •lam) i 135N i •• •
••
••
0
•
INTERIOR
•
•
• • • • ••• ••
°HORIZONTAL CROSS SECTION
4
i
4
OBOTTOM RAIL
4.05°
I m
os
ril
OLOCK & HINGE STILE
TOP
EXTERIOR
°VERTICAL CROSS SECTION
•
N
22
vA N
N ^ Z
DATE 2/24/09
n
0
Fric
SCALE. N.T.S.
MO. Gr: AL
CHK. rrc: LFS
DRAWING N0.:
FL -10537.1
SHEET 4 OF 10
z
a
•a
v
—
. M..- •
.•'
•..
•
..•:.._.
—
• • •
- •
•
• •
-
--
.--
•
• • • • ••• ••
°HORIZONTAL CROSS SECTION
4
i
4
OBOTTOM RAIL
4.05°
I m
os
ril
OLOCK & HINGE STILE
TOP
EXTERIOR
°VERTICAL CROSS SECTION
•
N
22
vA N
N ^ Z
DATE 2/24/09
n
0
Fric
SCALE. N.T.S.
MO. Gr: AL
CHK. rrc: LFS
DRAWING N0.:
FL -10537.1
SHEET 4 OF 10
z
a
•a
• •••. • • • •••
•• •• • • ••
• •• •• •
• • • •• •• •• •• •
• • ••
• • • ••• • • ••
• • •• •• • •• •• •.
• • ••• • • • •
• •••
• •
• • •
• • •
•• ••• • • •••
• • • •• •• •
ERTERIOR • • 67 •
•• •
• •
• ••
• •
• •
•
INTERIOR
•• •
• •
•
• •
• • • •••,L.•
OHORIZONTAL CROSS SECTION
5
NOTE WOOD/LVL COMPONENTS: PINE (00 0.42)
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000
0000
00000
0000000
00000000
0000000
00000000
DETAIL A -A
Panel reinforcement
4441.
28.86% OPEN •
AREA MAX.
OTOP RAIL
OHINGE STILE
OLOCK STILE
OBOTTOM RAIL
EXTERIOR
INTERIOR
OVERTICAL CROSS SECTION
5
40
I to
F.
aCOp
In
O
a
H N
LO
\\ O
0
z
N Z U
DAIS: 2/24/09
SCALE. N.T.S. 9
3
DWG. BY: AL m
*Km LFS
DRAW/NG NO.:
FL -10537.1 n
SKEET5 or 10 e
'.
■
• •, •. • • •• i
• •. • . • - • a
• • • •••,L.•
OHORIZONTAL CROSS SECTION
5
NOTE WOOD/LVL COMPONENTS: PINE (00 0.42)
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000000
0000000
00000
0000
00000
0000000
00000000
0000000
00000000
DETAIL A -A
Panel reinforcement
4441.
28.86% OPEN •
AREA MAX.
OTOP RAIL
OHINGE STILE
OLOCK STILE
OBOTTOM RAIL
EXTERIOR
INTERIOR
OVERTICAL CROSS SECTION
5
40
I to
F.
aCOp
In
O
a
H N
LO
\\ O
0
z
N Z U
DAIS: 2/24/09
SCALE. N.T.S. 9
3
DWG. BY: AL m
*Km LFS
DRAW/NG NO.:
FL -10537.1 n
SKEET5 or 10 e
0 0
r 0
1-1/4°MIN.
EMB. (TYP.)
....
.. .. . . .
• • •
• . .
• • •
•••
• • • • •
• . ••• • •
. •
• • •
• • •
• •
• ..
• •
• • •
•
• •
• •••
••••
•
..
°d O 0.15
CSINK
° I.)
00
fix
P :% 0 0
It
° V
0o000 8.8
4
C)HORIZONTAL CROSS SECTION
Outswtng shown
also approved - Inswing
INTERIOR
EXTERIOR
• • •
•
• •
• •••
•
•
•
•
..
•
• •
• •
•
••• •
•
00
••••••..
1111
mi
Mil
A IMM
�
`Q 0O0
0
INTERIOR
EXTERIOR
1-1/4° MIN.
EMB. (TYP.)
33 HORIZONTAL CROSS SECTION
6 Shown w/1X sub -buck
INTERIOR
EXTERIOR
0.15°
C SINK
00
-Pm
oo
OHORIZONTAL CROSS SECTION
Outswing shown - Inswing
also approved
0
1-1/4° MIN.
EMB. (TYP.)
3Q
a:
DATE 2/24/09
O
SOME N.T.S. 9
MVO SY: AL m
a«. Sr: LFS
EWA WC No.:
FL -10537.1
SHEET 6 OF 10
0
1
1
1
1
2
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
• •
• • •
•
• • •
• • •••
• • •
• •
• • •••
• • •
• •
•-
•
•• •
• •
• •
• •
••• •
EXTERIOR
INTERIOR
°VERTICAL CROSS SECTION
also g shown - Inswing
EXTERIOR
INTERIOR
EXTERIOR
INTERIOR
°VERTICAL CROSS SECTION
Shown wllXsub-buck
EXTERIOR
INTERIOR
(I)VERTICAL CROSS SECTION
Inswing configuration
see general notes, sheet 1
for "HVHT' water inftfraHon
requirements
55 VERTICAL CROSS SECTION
T Inswing configuration
see general notes. sheet 1
for "HVHr water Infiltration
requirements
33 VERTICAL CROSS SECTION
7 Outswing configuration
see general notes, sheet 1
for °HVHr water lnfiltratton
requirements
INTERIOR
EXTERIOR
0 VERTICAL rC��RftRppOuuSS SECTION
Outswisee ggeannneeralnotesheet1
for °HVHr water infiltration
requtrements
DAIS:
SCALE.
8
0000
_N
0.1 Es1
O
N ^ Z
2/24/09
N.T.S,
z
0
N
DWG. rn: AL
855, SY: LFS
058555 50.:
FL -10537.1
sviscr 7 or 10
r0]
0
9
5
m
a
a
• • ••• • • • •••
•• •• • • • •• •• •
•• • • • • • • • •
• • • • • • • • •
• • • • • • • •
• • ••• • • • • •••
• •
.1i
1
1
1
1
I1.5" MAX.
O.C. (TYP.)
• • •
• • •
• ••
•••
• • • •
•
•• • •
•• .
• • • •
•
•• •
••
• •
• ••
••• •
•
• • •••
•
• • • • Go ••
• • • j• •
MASONRYONRY
OPENING OPEN NG
BUCK ANCHORING
DP <= 80 psf
2X BUCK
BUCK ANCHORING HINGE JAMB
80 < DP <=100 psf
CONCRETE ANCHOR NOTES:
I . Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjolnts.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension ore not exceeded.
3. Concrete anchor table:
ANCHOR
TYRE
ANCHOR
SIZE
MIN.
EMBEOMEN
.1.1/4" ..
MIN. CLEARANCE
TO MASONRY
EDGE_
MIN. CLEARANCE
TO ADJACENT
ANCHOR
MV •
TAPCON
1 4"
/
2"
4"
ELCO •
ULTRACOa
1/4
1-1/4"
1"
4"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a m nimum 5/8" edge distance, 1" end distance, & 1"o.c. spacing of
wood screws to prevent the spfltting of wood.
FRAME ANCHORING
Masonry 2X buck conshuction
HINGE DETAIL
111111
_ £
a .. 'v 1
t:e
ra:0;Fi
ro
-
% i;;:
1 hh
!ILI 0
1
B
STRIKE JAMB
LATCH & DEADBOLT DETAIL
DATE
0
cs
0
N
N N
mn
N ^
2/24/09
SCALE N.T.S.
er•. AL
z
O
IN
as er: LFS
ORMINO No.:
FL -10537.1
smzEr 8 or 10
0
HINGE JAMB
• •••• •
•• •• •• • •
•• • • •• • ••
• • •
• •••
•• • • •
• • ••• • •
* • •
• •
• • •
• •
•• ••
••
• •
• •
• •
• •
•
•
••
•• •
• • •
• •
••
• •
• •
FRAME ANCHORING
Masonry 1X buck construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
iypE
ANCHOR
SIZE
MIN.
EMBEDMENT
MIN. CLEARANCE
TO MASONRY
EbGE
'MIN. CLEARANCE
TO ADJACENT
ANCHOR
liVI ®
TAPCON
1 4'
/
1-1/4"
2"
4"
NW
TAPCON®
3/16'
1.1/4"
3'
1.1/2"
1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
•••
•
•
•
•
• .•
•• •
• •
• •
• •
••• •
••• ••
• •
•• •
••
•.
••• ••
STRIKE JAMB
LATCH & DEADBOLT DETAIL
HINGE DETAIL
^a
8
2
1
N
z
z
0
OATS: 2/24 09
SCAM N.T.S.
DWc. BY: AL
CM ar: LFS
MOSS No.:
FL -10537.1
SHED' 9 of 10
•
• • ••• • • • •••
•• •
•• •• • • • ••
•• • • •• •• •• •• • • ••
• • •• •••• •• • ••
• • • • • •• •, .
• • ••• • •• •
• • •••
•
•
• •
•
BILL OF_
IR►LS
— • • —
ITEM
DESCRIPTION
MATERIAL •
ITIM
• • • •
DE9CRIPTI&N • •• : •
MATERIAL
A
1X BUCK SG 2 0.55
WOOD
630
CLASSIC CRAFT RUSTIC OOR •SEBIDOUR PANEL DETAIL SHEET FOR DETAILS
-
8
2X BUCK SG 2 0.55
WOOD
31
DOOR SKIN 0.095" THK. (CC RUSTIC) Fy = 6,000 PSI MIN.
FIBERGLASS
C
MAX. 1/4" SHIM SPACE
-
32
TOP RAIL (CLASSIC CRAFT RUSTIC)
WOOD
D
1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW
STEEL
33•
UL.OIEK WHINGE STRi {GLASiic CRAF j1ST1C)
WOOD/LVL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
f4,4BO=FQ1
111. It iffsilaaw RUSRC
COMP.
35
oPAMEL4BNFOTiCEY1WT 0.(23" THK. (ti,A.SSIC CRAFT RUSTIC)
STEEL
G
3/16" X 3-1/4" ITW CONCRETE SCREW
STEEL
M.
'FOIM:ORF• • • : •
POLYURETHANE
H
1/4" X 3-1/4" ITW CONCRETE SCREW
STEEL
40
••
SMOOTH STAR DOOR - SEE•Dbt)RAttNEL DETAIL SHEET FOR DETAILS
-
.1
1/4" X 3-3/4" TW CONCRETE SCREW
STEEL
41
DOOR SKIN 0.065" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN.
FIBERGLASS
L
#10 X 2-1/2° PFH WOOD SCREW
STEEL
42
TOP RAIL (SMOOTH STAR)
COMP.
1
INSWING ADJUSTABLE THRESHOLD (IS300AJ)
ALUM./WOOD
43
LOCK STILE (SMOOTH STAR)
WOOD/LVL
2
INSWING THRESHOLD (IS300HP5)
ALUM/COMP.
44
HINGE STILE (SMOOTH STAR)
WOOD
3
INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M)
ALUM./COMP.
45
BOTTOM RAIL (SMOOTH STAR)
COMP.
4
OUTSWING COASTAL THRESHOLD
ALUM./WOOD
46
PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR)
STEEL
5
OUTSWING STANDARD THRESHOLD
ALUM./WOOD
47
FOAM CORE
POLYURETHANE
6
INSWING THRESHOLD
ALUM./COMP.
50
CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
7
DOOR BOTTOM SWEEP
VINYL
51
DOOR SKIN 0.095" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN.
FIBERGLASS
8
JAMB (PINE) SG >= 0.42 (SMOOTH STAR, FIBER CLASSIC)
WOOD
52
TOP RAIL (CLASSIC CRAFT)
COMP.
9
JAMB (OAK) SG >= 0.67 (CLASSIC CRAFT 8 CC RUSTIC)
WOOD
53
LOCK STILE (CLASSIC CRAFT)
WOOD/LVL
10
WEATHERSTRIP
FOAM
54
HINGE STILE (CLASSIC CRAFT)
WOOD/LVL
11
HINGE
STEEL
55
BOTTOM RAIL (CLASSIC CRAFT)
COMP.
12
#10 X 3/4" PFH SCREW
STEEL
56
PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT)
STEEL
13
#9 X 3" PFH WOOD SCREW
STEEL
57
FOAM CORE
POLYURETHANE
14
LATCH STRIKE PLATE
STEEL
60
FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
15
SECURITY STRIKE PLATE
STEEL
61
DOOR SKIN 0.065" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN.
FIBERGLASS
16
#B X 2-1/T PFH SCREW
STEEL
62
TOP RAIL (FIBER CLASSIC)
COMP.
17
#8 X 3/4" PFH SCREW
STEEL
63
LOCK STILE (FIBER CLASSIC)
WOOD/LVL
18
KWIKSET PASSAGE LOCK - SIGNATURE SERIES
STEEL
64
HINGE STILE (FIBER CLASSIC)
WOOD
19
KWIKSET DEADBOLT - SIGNATURE SERIES (98 0)
STEEL
65
BOTTOM RAIL (FIBER CLASSIC)
COMP.
66
PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC)
STEEL
67
FOAM CORE
POLYURETHANE
T THRESHOLD
Inswing adjustable
5.85°
66T
Qi
OTHRESHOLD
Inswing
max. clp rating =+1-50.0psi
9 THRESHOLD
Inswing self -adjust
OTHRESHOID
Ouhwing coastal
111
a
0
8
0
0
N
0
z
ce
DATE: 2/24/09
SCALE: M.T.S.
Dwa. en AL
mac er: LFS
DRAWING NO.:
FL -10537.1
sir 10 OR 10
2
A
co
m
rc
n
as