WS-16-1182 Permit NO. wS-5-1 S-1 1 82
`5y►OREs`�` Miami Shores Village Permit Type:Windows/Shutters
10050 N.E.2nd Avenue NE Per iwork classification:Door Replacement
Miami Shores,FL 3313&0000 Permit Status:APPROVED
rye ' Phone: (305)795-2204
fiorcwA
Issue Date:511112016 Expiration: 11/07/2016
Project Address Parcel Number Applicant
474 NE 95 Street 1132060140440
Miami Shores, FL 33138- Block: Lot: ANNE&NESTOR MORALES
Owner Information Address Phone Cell
ANNE&NESTOR MORALES 474 NE 95 Street (305)283-7233 (305)733-6534
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 800.00
HOME OWNER
_._.._. _._.._..,. _. _._� _w_..._ _.._._ __ .........._ ........ _.__... Total Sq Feet: 0
Type of Work:REPLACE EXTERIOR SIDE DOOR. Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
Invoice# WS-5-16-59616
DBPR Fee $2.00
DCA Fee $2.00 05/11/2016 Credit Card $79.60 $50.00
Education Surcharge $0.20 05/02/2016 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $129.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS 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 V
oning. Futh rmo ,I authorize the above-named contractor to do the work stated.
May 11, 2016
Auth ie Signa r :Owner / Applicant / Contractor / Agent ate
Building Depa ment Copy
May 11, 2016 1
IMCEIVED
Miami Shores VillageM 02 016
Building Department BY:
J
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
�(��✓ Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201
BUILDING Master Permit No. ( �,S^(�-
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROO IFN ti REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING MECHANICAL PUBLIC WORKS CHA'f�GE OF CANCELLATION
❑ ❑ ❑ ❑ ❑ ❑ SHOP
p� CONTRACTOR DRAWINGS
JOB ADDRESS: / / NC /� `S f
City: Miami Shores County: Miami Dade Zip: 33, .3.y
Folio/Parcel#: Is the Building Historically Deesig�nated:Yes NO_ X
Occupancy Type: Load: Construction Type: !J� �I�c)'r dh��I'�1� BFE: FFE:
OWNER: Name(Fee Simple Titleholder): IV -510't `�!/•�iFr'+l1�Jbdd��iL; Phone#: 3 QS 73�1oS3
Address: 9 7y NC 9S 57`"
City: 1-114N� S�D/f�S State: J Zip: 33,13
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: J7�d/ �S Phone#:
Address:
City: if�fil �, � /�� State: Zip: 33/3
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ `1�iD Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New � Repair/Replace ❑ Demolition
Description of Work:
Specify color of color
thru tile:
Submittal Fee$ w W Permit Fee$ _, `/�t
° CO CCF$ d• 6O CO/CC$
Scanning Fee$ - OQ!� Radon Fee$ O? " C)C) DBPR$ '0�3 Notary$ `
Technology Fee$ - �� Training/Education Fee$ O ' a-0 Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ O
(Revised02/24/2014)
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$1500, 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.
Signature Signature
OWNER or A ENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of p� 20 by day of 20 , by
STfl� �V 04,I-_:i9 �( (Sl a io't�`personally known to who is personally known to
me or who has produced �el 1Q- �`� me or who has produced as
identifica 'on and who did take an oath. identification and who did take an oath.
NOTARY P BLIC: NOTARY PUBLIC:
i Sign:
�-2
Print: SI P, -PPrint:
Seal: KeS910
Seal:
ti y P%e NState of Florida
ez
C_ von FF 156750
o� E /2018
************* ***4f#* * * * *************************************************************
APPROVED BY / Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
&eS O 7 4:7 w owes3Zl�'
. . .... ......
.' :': '.
...... .. . ......
...... •
.... .... .....
AY
BY ...�..
�._._._._._._.� 1�+
i Covered • • •
f
' Patio i
4' N
Bedroom
12.5' � 4' 'A Z
rn
77""'
3
5 ,� Q
Bath
room v
Bedroom 'o
Kitchen ,2
V1
i g 0
Living 1 Car
�? p 0 �C
Beth
room Garage N Q z
Dining 2 4i
area v n
Entrance 0 M
Bedroom 30' 13.5'
w
C
15' Miami Shores Village
APPROVED BY DATE
/ o ZONING DEPT
',l OG COPT 3 G�
W III Al I FI DI Ilnl.
rJrus�rn a.r+oe., - Aren Cakulations Summary
First Floor ]855.5 Sq N
Total Ltvinq Area(Rounded): _ 1886 Sq R
Wn l _
iving Area -
C cored Porch 108 sq ft
1 Car Attadwd 290.25 Vq ft
• . ... . ... .. .• ••.
.. .. . . .
NOTICE OF PRODUCT CERTIFICATION
-„A«uA. �y'-- - Company: JELD-WEN Exterior Doors Certification No.: NI011082-RI
�•• ;'•� �.� ,''�� ." 3737 Lakesport Drive Certification Date: 05/01/2012
Klamath Falls,OR 97601 Expiration Date: 08/31/2019
Revision Date: 05/05/2015
�y ''1r. �•" Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame)
Specification: TAS 201/202/203-94
.. . . . . . ... ..
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
Outswing Opaque Size Pos/Neg Pressure Rated Comments
X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CTLA-696W
Single Max Panel Size:3'0"x 6'8"
g Installation Details:S-2104 1-8
OX/XO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W
Max Panel Size:3'0"x 6'8"
Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass)
Installation Details:S-2104 1-8
OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W
Max Panel Size:3'0"x 6'8"
Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass)
Glazed Installation Details:S-2104(1-8)
XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W
Double Max Panel Size:3'0"x 6'8"
Installation Details:S-2104 1-8)
OXXO O/S Doors-Opaque 8'11"x 6'l 0" +57/-57 8.55 psf Doors-Yes CTLA-696W
Max Panel Size:3'0"x 6'8"
Double w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(I/8"Tempered Glass)
Glazed Installation Details:S-2104(1-8)
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
398 East Dania Beach Blvd.
44
^jjoOoeA �
BUILDING DROPS Suite 338
DaniaoC^- FL 33004
A Perfect Solution in Every Drop : .'. 914V99847AVP:'
Certificate of Authorization:29578 • • 5j4'7Q4.473&a:.
co4ast@buildimgdrops..com •
...••
.... .... . .
.... .... .....
Product Evaluation Report ••.••: :•. •• •••••'
•• •• • •• ••••••
•
Of •••••• •
• • • • ••••••
JELD-WEN, inc.
Contours Steel Door, Wood Edge •"'
6'-8" Opaque Outswing Impact Door Units
With & Without Non-Impact Sidelites
for
Florida Product Approval
Report No. 3398
Current Florida Building Code
Method: 1 — A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 107"X 81.25"(Maximum)
Prepared .For:
J[-,.1..1)-NIN l�." inC.
3737 Lakeport Blvd.
lalstt Witt ['Als, OR. 97601 �����>>r,�t►��ii��i
S F.
O
Prepared by: ���•,��
o
1lertnes F. Norei-o, P.E. 7
Florida Professional Engineer#73778 = k
Date: 02/02/2015
-v T T cr
Contents: ��0,�`�•. C �`�
Evaluation Report Pages 1 —4
.1 NAL
Digitally signed by Hermes F. Norero, P.E. //.,/ 1111111%0%
Reason: I am approving this document Hermes F. Norero, P.E.
Date:2015.02.18 12:18:39-05'00' Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop Date:.Q;J02/2015
Certificate of Authorization:29578 , Repdr$JYQ!3398 0
Manufacturer: JELD-WEN, Inc. • • ••••••
.... .... .....
...... .. . .....
Product Category: Exterior Doors ••�••� ••••••
•.•.•• •
Product Sub-Category: Swinging Exterior Door Assemblies :..•:•
00.0 000:00 .••••.
Compliance Method: State Product Approval Method (1)(a) 00 0
Product Name: Contours Steel Door,Wood Edge
107" X 81.25" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN, inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this door product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering on outswing doors.
4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building
Code.
5. Site conditions that deviate from the details of drawing 5-2104 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions 5-2104 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date�,QV02/2015
Certificate of Authorization:29578 Rep% plp. 339$,,,x.
Quality Assurance: The manufacturer has demonstrated compliance of producls`7,accopd*n**&with hes••
Florida Building Code for manufacturing under a quality(j,,�W. apce prpgraw audited:..'
by an approved quality assurance entity through NationaIAweditaJon-e* ••••••
Management Institute, Inc. (FBC Organization#QUA178?)'.';'; '.
. . . . ......
Performance Standards: The product described herein has been tested per: 00 0
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by Certified Testing Laboratory, Inc.
(FBC Organization # TST1577)
Report#: CTLA696W, Report Date: 11/01/2001
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA1789)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84-08
Report#: 3113726SAT-001 R1 Report Date: 03/13/2009
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
JELD-WEN, inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results. All referenced
standards have been found to be equivalent. All materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
2015
A Perfect Solution in Every Drop Date: Wq! 3 98&*
Certificate of Authorization:29578 ••� RepQrt„plp. 339$•••••
•
•••••• •• • ••••••
•••• •••• • •
Installation: 1. Approved anchor types and substrates areas follows: •
.... .... .....
Through Frame Installation: •
A. For two by(2X) wood buck substrate, use#10 Wood Screw tjPL9:MQtallation anchors of '.
sufficient length to achieve a minimum embedment of 1.50" into the wo(6%a strate*•*'--
• • •
B. For concrete or masonry substrate where one by(1X), non-structural,woodwbueking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
XX,Ono X,OXO,X0, OX
Positive 57 PSF* Positive 66 PSF*
Outswing Negative 57 PSF Negative 1 70 PSF
*Units meet water infiltration requirements corresponding to noted design
pressures.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
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Steel
74.5"MAX. O.A. FRAME WIDTH 70.25'MAX. O.A. FRAME WIDTH
S l G I 75" .75'MULL 15.5'MAX. O.A.
JELD�+VEN® 875'7YP. 125' ••• iYP BAATYP. • SIDELITE FRAME WIDTH
36.625"MAX. O.A. �.•
CONTOURS STEEL DOOR,WOOD EDGE 36'MAX. OA • • 75• • OA• 14'MAX. OA
PANEL WIDTH"v`1
6'-8"OPAOUEOUTSWINGIMPACT DOOR UNITS y//AS" PANEL WIDTH : : • yP,• PANEL WIDTH• I PANEL WIDTH o
WITH8WITHOUT)VMMPACTSIDELM 1 • •1 f O'
GENERAL N07ES I ® ® ® ® I ® ® V m O Ln
INACTIVE ACTIVE •• • • • • 6'MAX. Z O N
I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80" 80• • • • / OA. D.L.O. Z a Q
CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE • •• • • WIDTH W W w
ZONE 'HVHZ"REQUIREMENTS. MAX' • • • • 3 Q
O.A. •O • • • • ..t a v
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL • PANIL • • • 6. 25" C ME
LOADS 70 THE STRUCTURE. HEIGHT HEIGHT MAX. LU n ¢1 =
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION -3 Y d
DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 812D.L.O.
5' e 81.25' a O.A.
DRESSING OR STUCCO. G HEIGHT
MAX. MAX.
4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. D.A. ® O.A. e
5. THIS PRODUCT MEE ST THE WATER REOUIREMENTS FOR 'HVHZ"ZONES. SEE FRAME FRAME
THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT
6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE
APPROVED IMPACT RESISTANT SHUTTERS.
7. MWMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED
FOR SIDELITES 00 8 w
I �Ly
B. SIDEUIES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLELQ o z
CONFIGURATION. J SINGLE OUiSWING IMPACT $ v1 Q zo
A 0.75" 0.625" A B UNIT(0X0) W1 NON-IMPACT 3 Z3 Q w<
0.615' SIDELITES VIEWED FROM EXTERIOR a a
c-A o
RESIDENTIAL INSULATED STEEL DOOR(Common to allframe cordilionsl I Z w
DOUBLE OUTSWING IMPACT UNIT(XX) �
COMPONENT CONSTRUCTIONS: VIEWED FROM EXTERIOR 107"MAX. OA. FRAME WIDTH §2;p
37.75"MAX. OA. .875' .75'MULL. 15.5'MAX. OA. �z�
Face sheets:24 o. 0.010" minimum thickness, Galvanized Steel A-525 FRAME WIDTH T75 .125'
9 ( ) BAR TYP. SIDELI7E FRAME WIDTH o S z a
commercial quality -AKDQ per ASTM 620 with average minimum yield IF36.625'MAX. O.A. o=w
36'MAX. OA. 36"MAX. OA. 14"MAX. OA N
strength F ave.-24,600 psi. .875'TYP. PANEL WIDTH
9 Y( de P r PANEL WIDTH PANEL WIDTH PANEL WIDTH =o a
Core design:Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by W/���L �o •g�
JELD-WEN, INC. Ioa
o^o
Door Panel Construction: The active and inactive panels ore constructed from o�'6 3
24GA. (0.020"min.)galvanized steel. The face sheet tops and bottoms ore ® ® ® ® ® ® a 1 a
bent 90'over the top and bottom roils. The top LVL mil measures 1.67" 6"MAX
INACTIVE ACTIVEx x x
wide x 1.042"high. The steel bottom rail is roll formed 0.021'galvanized QA D.LO. N 5 3H
steel measuring 1.67"wide x 1.21"high. The sides of the face sheet are 8I" 80' WIDTH v
roll formed onto the LVL latch stile and Ponderoso Pine hinge stile which MAX. MAX m m
measure 1.67"x 1.0". the interior cavity is filled with polystyrene. The D.A. OA 0 4
face sheets are glued to the polystyrene. PANEL PANEL I 63.125' 2 o e
Fixed Lite Const.: The sash is constructed from 24C0. (0.020'min.)galvanized HEIGHT HEIGHT MAX.
steel. The edges of the face sheet are bent 90'over the polystyrene core 6 e i O.A. w w w z
and glued to it. The sidelite panels are routed to receive the ODL Lip Lite 81.25" 81.25" D.L.O.
Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. C D MAX. HEIGHT ['•,l-.,r.,'W-'o o
details.) The lite fromes are sealed w/OSD glazing compound on the OA 6 O.A 4 a to rn
exterior. FRAME FRAME
Frame Construction: The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT o 0 0 J J
measuring 1.25'wide x 4.5625"deep. The door and sidelite head jambs
are mortised and butt joined to the side jombs and attached with (3) 16GA. o S 0 o z z
2'x 7/16"crown wire staples. The units use a standard bump face Pemko
i
u7 N N N N
threshold measuring 4.041"deep x 1.0'high. The threshold is attached to 0 0 0 0
the from with 3 16GA 2"x 7/16'crown wire staples. DOUBLE OUTSWING IMPACT o N v
A I I tittt UNIT(OXXO) W/NON-IMPACT o.o n
TABLE OF CONTENTS 0.625' 0.75" 0.625" ���� F 2z� SIDELITES VIEWED FROM EXTERIOR
L5
SHT DESCRIPTION
SINGLE OUTSMNG IMPACT UNIT(X) �� w w o v m
1 GENERAL NOTES AND TYPICAL ELEVATIONS VIEWED FROM EXTERIOR ` <G •' DATE: 9-11-01
TABLE 1: O scALE: N.T.S.
2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS Prepared By:
3- HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING-WHERE WATER 'i�N r 77f}7.". =_
xq DWG.By: JWJ
4 HORIZONTAL CROSS SECTIONS AND NOTES WFILTR4710N REQUAWMDR IS NES - *�T * -
5 ANCHORING LOCATIONS AND DETAILS SMC1E DOOR UNIT(X,OX,x01 OXO) = a $TftTE QF = Q CHK.BY: S. SAFFELL
+66 ps(-70 psiw DPAWING No.:
6 ANCHORING LOCATIONS AND DETAILS WIWO NON-IMPACT SIDEUTES O ••;9 P <U Z
Digitally signed by Hermes F.Norero,P.E. 1 �RA.fr b BUILDING DROPS, INC. S-2104
7 GLAZING DETAILS DOUBLED"UfUf(YX,OXX)0(0.WO) i
UNIT COMPONENTS WIWO NON-LUPACT SIDEIBES +57 list-57 Psi Reason:lamapprovingthisdocument aFj► e[�cx 1��Se Phone: 954-399-8478
Date:2015.02.1812:44:49-05'00' ravEz • a qn o.zsma Fax: 954-744-4738 SHEET _L of 8
. . ... . . . ...
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0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ I DESCRIPTION MATERIAL
EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 2464 0.020"MIN. STEEL
1.50" BY OTHERS 1.50* BY OTHER 2 FRAME HEAD nNG&fiJOINTEO RONDEROII PINE • •• WOOD
rr MIN. MIN 3 FRAME RIN JWAB(FINGER I N RO WOOD
0.2501 EMB. 19 EMB. 19 4 FRAME iC JA N R IN D RO PINj • • WOOD
{ 5 4"x 4LBU�H�VGE•12 a. Cf F/IGE • • • STEEL
SHIM 20 20 6 9 X 1" FH W SCREW H GE 7 R rn
II 7 DOOR LATCH STILE LVL m c
2 1 44 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM U O N
0.250' j j j/j j/ 9 BRAD TRIM NAI 16 X 1" F MU I N CA STEEL rz Z rz - cV
MAX. /j 10 COMPRESSI WF, • • • • • • FOAM Z I Q
11 SHIM 32 11 DOOR TOP RAI! *00 • • • • •• • LVL W Y u- CO
SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM L STEEL 3 Q
ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE•SiLE gNG6it JOINTED PONDWOSA 491OE •• WOOD to
31 14 110 x 1 314"PFH WOOD SCREW STEEL W Z
17 EE NOTE 6 ON 29 $EE NOTE 3 0 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD - M Y d
_- SHT. 4 - SHT. 4 16 3116
" ITW 7APCON ANCHOR W 1 114-MIN EMBED. STEEL
10 17 1 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cT DENSITY BY JELD-WEN FOAM
1.750"MIN 1.750"MIN. 18 NOT USED
PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD
20 SHIM 0.25"MAX. THK. HIGH DENSITY PLASTIC OR GREATER
17 21 KWIKSET 400 SERIES KNOB STEEL
SEE NOTE 2 ON 23 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL
SHE 4 38 23 8 x 1 112'PLASCREW(ODL LITE FRAME STEEL i v
z�
45 24 18 x 2"PFH WOOD SCREW STEEL Q
25 8 x 2 112'PFH WOOD SCREW STEEL ww
0.125"MIN. 47 26 10 x 1"PFH WOOD SCREWY IMPERIAL ASTRAGAL TO DOOR STEEL Nt
GLASS THK. 27 10 x 2'PFH WOOD SCREW STEEL Z3 a W
28 MULLION CAP WOOD Q� a o
INTERIORXTE ER10R INT RIR PRIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE
81.25'
80.0" 81.25` 80.0' 30 GLAZING COMPOUND OSO BY ODL SILICONE W z m m
N
MAX, MAX 31 BRAD TRIM'NAIL ibCA x 314" FOR 318"QUARTER. ROUND. STEEL
MAX. MAX
O.A. SEE GLAZING D.A. 32 318-QUARTER ROUND SIDEUTE STOP WOOD W >Q
O.A. OA DETAILS, SHEET Sr
FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF i IS
�a
HEIGHT
HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SET IF51 STEEL o
o 0
35 SCHLAGE DEADBOLT 16360 NOT SHOWN STEEL 0
36 SIDELITE STEEL FACE SHEET 24GA 0.020`MIN. STEEL STEEL a o
SEE NOTE 2 ON 23 37 37 118-TEMPERED GLASS BY PPG GLASS 5 3 z to
38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. N
• SHT. 4 39 IPRESSURE TREATED MULLION BAR (314" x 4 9116 x 81 114") P.T. WOOD
-' 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM o m m
38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL �"o
42 YALE KNOB HERITAGE SERIES STEEL
1 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL W w w i
17 44 SIDEUTE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD N
EE NOTE 6 ON 17 t
SHT. 4 29 W W
45 LITE FRAME BY TRINITY FOR 1 2"I.G.U. POLYPROP. �
10 32 46 112-INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 22 ?c or
EE NOTE 8 ON 7 6 - 47 LTTE FRAME BY TRINITY FOR 1'GLASS POLYPROP. oW w w
EE NOTE 9 ON 33 SHT. 4 SEE 48 1"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS �o
SHT. 416 000zz
NOTE 3 49 LITE FRAME SCREW 6 x 1 1 2'LONG PANHEAD BY TRINITY STEEL O O Z W W
SEE DETAIL 7 50 GLAZING COMPOUND DOW 1199 SILICONE
8 12 ON SHEET 5 ON SHT. 4 51 110 WOOD INSTALLATION SCREW W1 1.50"MIN. EMBEDMENT STEEL In 52 DOOR LATCH STRIKE PLATE STEEL 625 44 \ \\\\\\ 53 DOOR LATCH DEAD BOLT STRIKE PLATESTEEL•
\� onTE: 9-11-01
1.25" \ j:P SCALE: N.T.S.
1 MIN. 2 �. 77 Prepored By: owc.BY: JWJ
J EMB. CONCRETE/
1.25" 2.50 MIN. CONCRETE/ 1.75" 2.50°MIN. _* Vtf * _
MASONRY
MIN. EDGE DIST. MASONRY MIN. EDGE DIST. _ - 9T T.E (Y = CHK.eY: S. SAFFELL
BY OTHERS A:
EMB. BY OTHERS %p0':9 P•� �u'� oanwiHc NO
A VERTICAL CROSS SECTION B VERTICAL CROSS SECTION �(QueaRP.c. J BUILDING DROPS, INC. 5-2104
WITH HIGH DAM THRESHOLD AT SIDELITE SASH '�ie' Phone: 954-399-8478
raret� o.zes�e Fax: 954-744-4738 SHEET 2 ov 8
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
SEE NOTE 4 25 79 20 4 52 7 1 15 • ••• • • SEE NOTE 7
ON SHT. 4 21 42 34 • • • • • 1 6 5 • 6 J 20 19 27 ON SHT. 4
Xi RI R EXTERIOR
1.750"MIN. 2 rc vi M
so-GAME THIi. •• •Q • °
O
• • • • • • • W W co
/////////// •• • �. • • WCONCRET
E/ Q =
g \ /// //%// �j% / ° q MASONRY
/ . BY OTHERS
1 INTERIOR
INTERI N
\� 51 10 10 51
0.75"MI 1 17 17 7 /// 0.75"MIN. w w
EDGE DI T. ° SEE DETAIL 5 SEE DETAIL 5 °° EDGE DIST. 8 o
ON SHEET 5 ON SHEET 5
�ZEi o
a C HORIZONTAL CROSS SECTION z o o W
0.250"MAX. D HORIZONTAL CROSS SECTION 0.250" MAX. W Z ^_"
LATCH JAMB TO BUCK HINGE JAMB TO BUCK w m Q,
j 1.50"MIN. SHIM
CONCRETE/J EMBED. SHIM 7.50'MIN-
CONCRETE/
n o= w o
EMBED. o
MASONRY
BY OTHERS o
SEE NOTE 1
ON SHT. 4 26 40 a a
ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH)
EXTERIOR 0.31"DIA x 9.0"LG. AT TOP & BOTTOM 5 3
17 75 1 7 40 52 7 1 15 21 4234
EE U U
INA TIVACTIVE o o m
w
.-pow
h N N
SEE NOTE 26 = o
1 SHT. 4 w t,tzi
70 woW w~
iNTER10R ESE S000zz
DETAIL 7
ASTRAGAL TO STILE ATTACHMENT n
1.750"MIN NOTE: ITEM 24 NOT SHOWN THIS
PANEL THK VIEW FOR f jgjl I I II ,,
INTERIOR %% �$F.ty
SEE NOTE 424 1E ONETHIS 70 1 17 AJL7 � iN7$!"_0 Prepared By: SCALE; N.T.S.
ON SHT. 4 owc. e: JWJ
SHEET
� /lT£QF = Q CHK.BY: S. SAFFELL
�E1 HORIZONTAL CROSS SECTION
•.9 P [V 411
DRAWING NO.:
AT IMPERIAL ASTRAGAL .i. BUILDING DROPS, INC.
S-2104
Stt/E. IN Phone: 954-399-8478
vevE�y A o.mn Fox:954-744-4738 SHEET 3 OF 8
.. .. . . . .. .. .
. . . . . . . . . :
• • ••• • s • • •••
3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 2844 14 SEE NOTE 7
ON SHE4 ON SHi. 4
•w• • i i • i •• 47 45 38
32 X7ERIOR • • • • • w • o
SEE NOTE 3 10750"MMI. • • •+ • ate^,
ON SHT. 4 31 EXTERIOR PANEL THK. 36 17 mad .-
U �
37 Z ¢ JM
j s • • • • • Z co
w m
/ \ / / / •• • • • • / \ Wn Q =
3 C" Y It
INTERIOR
SEE GLAZING 36 ` INTERIOR 10 / ��� SEE NOTE 2 23
DETAILS, 10 ON SHE 4
SHEET 7 / SEE NOTE 5 25
SEE NOTE 6 29 ��� ��� 25 SEE NOTE 5 1 17 17 7 ON SHT. 4 j�� ��� 29 ON SH7 46 SEE NOTE
o m
ON SHT. 4
ON SHT 4 SEE DETAIL 5 SEE DETAIL 5 C
0.750" ON SHEET 5 ON SHEET 5 0.750" SEE GLAZING Z3
<a v w
39 39 DETAILS, SHEET 7 z
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION z o "o
AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB z J z
.�IQ m z¢
w N
00<y
NOTES: CONCRETE/ SEE NOTE 3 o
3 0
1. SPACING FOR ITEM 126 THE 10 x I" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL 70 THE INACTIVE DOOR IS MASONRY 51 19 20 4 1 37 ON SHT. 4 0 °' �
AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0", 2.5, 4.0 5.5", 13.0", 18.0"& 26.0". BY OTHERS <
a a
2. SPACING FOR ITEM 123 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING Y z x
TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL: 3.0"IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEEP 7
ON THE SIDES, VERTICALLY FOR THE SIDELITE PANELS: 3.0", 13.0", 26.071 39.0", 52.0"& 63.0'. "m
a V U
3. SPACING FOR ITEM 131 THE 16GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND
ITEM 19 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP 70 THE MULLION BAR VERTICALLY, IS AS
FOLLOWS: TOP & BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUND), 1.25"IN FROM EACH CORNER WITH ° EXTERIOR N S w
(1) NAIL MID-SPAN. af° iEg
ON THE SIDES VERTICALLY(FOR BOTH 3/8"QUARTER ROUND & MULLION CAP): 1.25"FROM EACH END & SIX MORE \ z z
EQUALLY SPACED ON THE FIELD. 4
4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2"PFH WOOD SCREW. 0.125" MIN. INTERIOR o o z
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" GLASS THK. o o W>x
PFH WOOD SCREW. \ i i E
fi ww
5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °a \\
IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 223
/ ON SHT. 4 ^�0000
6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 129 SILICONE CAULK ON THREE SIDES AND H HORIZONTAL CROSS SECTION o v
3/8"QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4"LONG. QT hIpEL17E 70 BUCK •-
7. WHEN ATTACHING THE HINGE iO THE JAMB AND BUCK USE ITEM 27, A 10 x 2"PFH SCREW. WHEN ATTACHING 0.75"MIN. e° ��\ 29 SEE NOTE 6 ``��111F 1/" 0 0 2 0
1 1 EDGE DIS ON SHT. 4 �� ES F ��i� o v m a
THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x i 3/4"PFH WOOD SCREW. <
w�:
8. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: SEE DETAIL 5 :�4G; 9-11-01
SCALE: N.T.S.
SIDELITE LITEFRAME FROM THE 70P GOWN VERTICALLY; 3.25", 18.0625 32.8125, 47.5625"& 62.625". a n ON SHEET 5 7 Prepared By:
SIDEUTE UTEFRAME i0P & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375". _ * owc.BY: JWJ
0.250"MAX.
Q
9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS Of EQUIVALENT PER CHARACTERISTICS CAN BE = v ST T.E QF ? = CHK.eY:S. SAFFELL
USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM p P tL DRANYNC NO.:
1.50" MIN. O '•:9 P•' <u
10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO i n R ° BUILDING DROPS, INC. S-2104
MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. EMBED. $y� � Phone:954-399-8478
vevc rip Fox: 954-744-4738 SHEET 4 of $
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
74.50" MAX. O.A. FRAME WIDTH- 70.25"MAX. O.A. FRAME WIDTH
FSEE DETAIL 2 • •.• • • • ••
ON THIS SHT. • • • • • • • •• •
• SEE-DETAIL 4 • ••• 00* • 4.50"TYP. 9.00"TYR > �'
ON THIS SHT. 3.00" TY. 6.00" TYP.
.00"T1P. 6.58" U m o LO
6.00" 6.00"TYP. 12.50" 3.00" gyp, -3.00"TYP. ? ac vi�
TYR •• • • • •• •• •• SEE DETAIL 4 O - c.
I 00" TYP. •• iV:
. Tos�p
} ON 7HIS SHT. W WDO R •• 7.375" 3 Q6 TYP. I III III I 7.375" 0 0 i a51 ` TYP. �TYR 31" - SEE NOTE 5 - - 3ON SHEET 4
5 ES
SPACES 85" SEE DETAIL 6
® 13.85" SEE DETAIL 5ON THIS SHT. — —ON THIS SHT. _ 81.25"AX
81.25" � MAX.
MAX. O.A. 25 R o 0
FRAME 5.50"I 1 HEI 15.50" - TYP.
HEIGHT -
= 31" w s m ozQ
31" - - _ a -
36.625" & N Q
36.625" 16 16 0 a
TYP-
TYP. II I o
o r
• I -
3.00" TYP- .00"TYP.
00"TYP. 12.125" y 3.00" TY 7.00" TYP. v
6.00 7.00" TYR TYP.
TYR
oma
15" MIN.
C-SINK. N o
SEE DETAIL 3
ON THIS SHT. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS 7 ,�
DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VEWED FROM INTERIOR
VIEWED FROM INTERIOR \ p p o
16 5125 \ Iz c-
25 16 53 53 SEE NOTE 10
14 27 SEE NOTE ON SHEET 4 y ^n N N N
7 SHEET 4
\ AI 7 N O NO O
/ \ 41 / O \ // Il \ \ ����5 F �OUNTERSINK FOR INSTALLATIONSANCHORS
OW o
6 , . 5.50" I I 24 5.50" I I 2425 � � � DATE: 9-11-01
\ O • 6 } tT
\°� f=O �� Prepared By:
sue: N.T.S.
4 7 1 SEE NOTE 7 _ P
/ t \ \ 4 SHEET 4 =� /" c * _ DWG. BY: JWJ
L /
QF = �pQ�j CHK.er: S. SAFFELL
S2 SZ i SOT 9 P DRAWING NO.:
DETAIL_2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD AIL 4 DETAILAI 6 R�+•�• BUILDING DROPS, INC. S-2104
ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES 70 JAMB '�� 0.n5 Phone: 954-399-8478
reRe�p a.zssoe Fax: 954-744-4738 SHEET 5 Or 8
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
. . .. . . . . . . ..
. s
107.00"MAX. O.A. FRAME WIDTH • • • • • �
• • • 00* ••• • 37.75"MAX. O.A. rn
— _ BI FRAME WIDTH ce
SEE DETAIL 2 urry
cl
ON SHEET 50• • • • •• ••• •• O —i N
• • • • • • • • SEI* AIL 4 W W
4.50" 71P. TZ Typ16.41"TYP. • ••• • • • • • Y =
3.00" lY. .00" TYP.
F�!--3.00"
13.41 •• ONS 56.00""TyP. 00" TYP. TYP. SEE DETAIL 4 Y a
6 TYP. I I I I 1 III 1 1 1 I I I I ! I 6 TYP. 6 TYP. ON SHEET 5
7.375" — — 7.375"
51 51 51
TYP. -
- TIP. TIP. — 6
5 SEE NOTE 5 5 SPACES z
SPACES 31" SPACES 31" �
0 13.85' — 25 ON SHEET 4 — ® 11.54" — —
® 13.85
O O n O
SEE DETAIL 5. 81 P5" SEE DETAIL 6 g Q t--
81.25- E
ON SHEET 5 a n o
MAX MAX. ON SHEET 5 — —
O.A. O.A.
zo zo
FRAMHEI i — — 5.50"I I 25 — HEI TH7 5.50" I I s mclz
h O U
= 31" YL 31" o
0
o
36.625" �P 36.615" 16 a a
�L LN
TYP.
U
'JII I 1 1 1 I I I I 1 oma
w
O a
3.00" Typ, L 3.00" .00" TYP. 6.00" 8.58" 0 8
7.00"TYP.
3.00" TY. 7.00" TYP. TYP. TYP. a
IL
zz�
ioo�z�
m c
SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS o o
ON SHEET 5 VIEWED FROM INTERIOR
DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS o 0 0 0
VIEWED FROM INTERIOR
111111111///�''' cvo.-cvo—Q
1 — n poen
\I
F'
: p0 DATE: 9-11-01
.*
Prepared By: SCALE: N.T.S.
� 1JCy 77 : *' DwG.BY: JWJ
%T,1TE Q Q cNK.Br: S. SAFFELL
0�A''.�9' ` DRAWING NO.:
tve{awRA.Cr T - BUILDING DROPS, INC. 5-2104
• �cD Phone: 954-399-8478
Fal CLW/ • z•1p .1u10 Fox:954-744-4738 sNEET 6 of 8
. . . . ... . . . ...
.. .. . . . % .. .
. • . . • • . . . .
. . ... . . . . ...
. . . . . . . .. .
17 50 30 3 • • •• • • • • • • ••
• • • ••• ••• • �, rn
EXTERIOR 50
�,jm Oen
0.125" MIN. Z ¢ '6-,
•• • • • •• ••• •• Z a Q ci
TEMP. GLASS • • • • • • • • • w w � �
HICKNESS ' ••• • • • • •• •
Y
T
tn
•• • • • • • ••• •• w ^ Q =
� coYa
0.50"
INTERIOR GLASS
BITE 17 29 50 29 46
50 38 23 SEE NOTE 2
ON SHT. 4 �
EXTERIOR 0.500" MIN.
GLAZING DETAIL 1 GLASS THK. 0.125" TEMP. 0.250"AIR
ODL LITE FRAME SINGLE PANE GLASS SPACE 8<Q
1/8" TEMPERED GLASS o
SPARTECH $o z
POLYCOM PP5530 C13 $> H
25"x .50" 0.125" TEMP. 3"
INTERIOR 0.50 INTERCEPT GLASS o o
GLASS STEEL SPACER o U a 3 0
BITE
a
50 SEE NOTE 8 a a
17 29 29 48 50 45 49 ON SHT. 4 5 3 > to
v N
U
Q m m
EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 21 W
GLASS TRINITY LITE FRAME N N
112-INSULATED TEMPERED GLASS wiFa
LUPOY EU-5007 1 C o o
1.000" MIN. w W W
0.750"AIR SPACE 45
GLASS THK. hLom 9-i o o z
W W V 0 g
.75"x .50"INTERC 7 0.125" TEMP. ALL GLAZING 0 FIGURATIONS O O o O W W
INTERIOR0.5 O"STEEL SPACER GLASS SHALL COMPLY WITH SAFETY
h N N N N
GLAZING REQUIREMENTS OUTLINEDGLAo 0 0 0
BITE
SS IN FBC SECTION 2406. N o^N o a
50 47 49 SEE NOTE 8 E$IF
ON SHT. 4
�� -•, P DATE: 9-11-01
O "
GLAZING DETAIL 3 N 77 . Prepared By: scAEE: N.T.S.
TRINITY LITE FRAME Owc. BY: JWJ
I" INSULATED TEMPERED GLASS = -D '
LUPOY EU-5007 ST/1T£QF CHK.BY: S. SAFFELL
7 BUILDING DROPS, INC. S-2104
N/�E Ac Phone: 954-399-8478
FaaE r to A z a,m7e Fox: 954-744-4738 SHEET 7 or 8
% .. % .• •
. . . .
. . . . . .
• ••• .
. . ..• . . . . ...
F- 1.670" -I 1.670" - 1.670" 1.670" I 4.5625= 2.188' --
III, IF
• •• •
1.210" a . / _o7so"
6
/j4o"1.000100 : 1.021.25
►•• ci rn
.
DOOR HINGE STILE }
DOOR BOTTOM RAIL E DOOR TOP RAIL
12 24GA (0.021) STEEL ]3 FINGER JOINTED PONDEROSA DOOR LATCH STIL
O 11 LVL 2 3 WOOD JAMB Z
PINE WOOD •• 01• • •• ••• •• FINGER JOINTED O N
• • • • • • • • • 4 44 PONDEROSA PINE W W
• • • • • •• • • $ jQQ
••• o i ••• • • • p
-� •��• •• 0.513° 0.125" W t _
+ I I I II � MYa
1.645" -I 0.529"
0. 0.500 - 1.544" I
1.544" 1.586"
1.750"
19"0.831" 0.140" 1.750"
T2.621
52"
0.53032.521" 2.5 -I
" Z'
CORNER BLOCK FOR COMPRESSION WEATHERSRTIP 1/2"I.G. 1RINI71 LITE FRAME 1'I.G. TRINITY TE FRAME 1 8"S.G. DL LITE FRAME ��
33 t0 45 47 38 z
STEEL BOTTOM RAIL SCHLEGEL 0-LON ODS 650 POLYPROP. POLYPROP. POLYPROP. �u� z
MDF x 3.0"LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL a a a
1.50APPROVED UNDER NOA f07- 828.01 a
APPROVED UNDER -
11
2 { APPROVED UNDER a v"
5Woa
34WNma
>o
1.250" cd E ZY
. 0.868N ts-2 z
0.482° 0.375"
6-0
0.585' 0.375"
0.624" O 18"QUARTER ROUND o SDELITE STO
1.750' 1.73O2.040" o
C3PINE a
ASTRAGAL HAS 1W0 0.3125" 2.500• 2.137"1.012
675
DLA. x 9"LONG BOLTS; O
1 ON 701 ON BOTTOM 1.375"
0
1.025" 40 0.097" 0
I� 4.000" m m
ODOOR LATCH STRIKE PLATE DOOR LATCH DEAD o 0
ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE 52 MULLION CAP HAGER STEEL BUTT HINGE o o W
40 6063-T6 ALUMINUM 41 IMPERIAL 0.125"STEEL STEEL 53 BOLT STRIKE PLATE OPINE O
( ) O STEEL (81.25"LONG) 4 x 4"x 0.097"THK. STEEL i
0
17.875" L WWW�o �
{- 1.710 -{ } :x:E=E 0000m,
0.582" 1.000" W o o <m<m
C'�G W W
DAA VARIES WITH //// Ff �- o 0
4.0410 o z z
HARDWARE USED //j/ "
RD BUMPFACE THRESHOL
8 LUMINUM - BY PEMKO
4.000" N% ES JWOOD INSERT ^W o
m
Doh: 9-11-01
77 �� Prepared By: SCALE: N.T.S.
i $"�:• DWG.BY: JWJ
TE� '� Q cNK.ar:S. SAFFELL
i •';9• A•• !(�` DRAWING NO.:
WOOD LOCK BLOCK BUILDING DROPS, INC. S-2104
15 FINGER JOINTED PONDEROSA PINE �E �Ap � Phone: 954-399-8478
vevc r to " o.mn Fax: 954-744-4738 sNc¢r 8 or 8