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Product Approval
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Product Approval Meru>Product or Aoolication Search>Anolication List>Application Detail
FL# FL25573 R2
Application Type Revision
Code Version 2020 ,pr
Application Status Approved �VI
R YY ED F4J ■
Comments CODE COMPLIANCE
Archived 0 ST. L CIE COUNTY
Product Manufacturer CGI Windows and Doors BOC`�l^4"I`16(/4
Address/Phone/Email 10100 NW 25 Street
Miami,FL 33172
(305)593-6590
Lmiller@pgtindustries.com
Authorized Signature ]ens Rosowski
josowski@pgtindustries.com
Technical Representative Lynn Miller,P.E. -
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0I Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed A.Lynn Miller,P.E.
the Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/26/2022
Validated By Steven M.Urich,PE
R Validation Checklist-Hardcopy Received
Certificate of Independence FL25573 R2 COI,,,_Cert_af Indepenence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2008
TAS-201 1994
TAS-202 1994
TAS-203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL25573 R2 Equiy._f8i 202 to.'%t MIi SL 3 15 LetE'r 20?0-09-23,,pdf
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxIdgd8byAk... 3/19/2021
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/22/2020
Date Validated 09/23/2020
Date Pending FBC Approval 09/30/2020
bate Approved 12/16/2020
Summary of Products
FL# Model,Number or Name Description
25573.1 CD-4090A Aluminum Cabana Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL25573 R2 II CD4090A CGI FPA-REV A1.Ddf
Approved for use outside HVHZ:Yes Verified By:A.Lynn Miller,P.E.PE-58705
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Please see the enclosed documents for product FL25573 R2 AE CD4090A CGI-Eno Eval Qdf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
25573.2 SE-3550 Storefront Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL25573 R2 II SE3550 FPA-REV A.Ddf
Approved for use outside HVHZ:Yes Verified By:A.Lynn Miller,P.E.PE-58705
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Please see the enclosed documents for product FL25573 R2 AE SE3550 Eno Eval-Rev A.I.Ddf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxldgd8byAk... 3/19/2021
GENERAL NOTES:SE-3550 IMPACT-RESISTANT,OUTSWING STOREFRONT ENTRANCE DOOR FLORIDA PRODUCT APPROVAL#25573
IMPACT RATING
GENERAL NOTES: TABLE 1: RATED FOR LARGE&SMALL
1. THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC,INCLUDING THE HIGH Group Anchor Substrate Min.Edge Min. Min.O.C. MISSILE IMPACT RESISTANCE
VELOCITY HURRICANE ZONE(HVHZ).- Distance Embedment Distance
2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,WHEN USED IN WIND-BORNE DEBRIS REGIONS. A Stee cr Southern Pine 1" I-we" 1"
3. GLAZING TYPE:SEE GLAZING DETAILS ON SHEET 15. 410 SS SMS(G5) (SG=0.55) 'MIN.OF 3 THREADS BEYOND
4. DESIGN PRESSURES: Aluminum,6063•T5 THE METAL SUBSTRATE.
#14 Steel or (0.125"min.thickness ale" 1/B" 5l6"
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300 ) METAL SUBSTRATE TO MEET
B)POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300 B 410 SS SMS(G5) Steel,A36• 316" 1/6" SIB" MIN.STRENGTH AND
(0.125"min.thickness) THICKNESS REQUIREMENTS
C)DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. Concrete 2-112" 13/6' 3" PER CURRENT FLORIDA
5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED (min.2.05 ksi) BUILDING CODE AND TO BE
DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD 1/4"Elco Ultrecon Grout-Filled CMU, 2-1/2" 13/4" a" REVIEWED BY THE AUTHORITY
DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (ASTM 0-90) HAVING JURISDICTION.
6. INSTALLATION SCREWS&FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. Ungrouted CMU, 2-1/2" 1-t/4" 6"
7. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. (ASTM C-90)
S. DISSIMILAR MATERIALS THAT COME INTO CONTACT,INCLUDING PRODUCT FRAMING,ANCHORAGE AND OPENING Concrete. z-t/z° t3/a^ 3• FOR STEEL STUDS,
SUBSTRATES,SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA (min.3.00 ksi) MIN.FU=45 KSI& _
Concrete MIN.FY=33 KSI.
BUILDING CODE. c 2-1/2" 1.318" 4"
9. REFERENCES:ELCO ULTRACON&CRETEFLEX NOA'S,ITW TAPCON NOA;TEST REPORTS FTL-7137,8717,8842,17-7538& 1/4"DeWalt (min.3.00 ksi)
Ultrecon+ Grout-Filled CMU, "UNGROUTED CMU"VALUES
17-7007.
(ASTM C-90) 2-12" 1-3/4" 4"
10. THIS DOOR SYSTEM MAY BE USED WITH ANY COMPATIBLE CGI-COMMERCIAL STOREFRONT WINDOW SYSTEM.WINDOW MAY USED FOR GROUTED
SYSTEM MUST HAVE ITS OWN APPROVAL. Ungrouted
C-90)' AP 3" CMU APPLICATIONS.
1/4"Elco 410 S.S.. Ungrouted CMU, 2 1/2" 1-1/4" s" ALL ANCHOR!�EAD TYPES ARE
ANCHOR NOTES: CreteFlex (ASTM C-90) ALLOWED
1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED Ungrouted CMU, -•
ELCO ANCHORS.SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 5f16 Elco Ulirecon (ASTM C-90) 3118" 1-1f4" 6"
2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 1/4"Elco 410 Concrete n tp 171
S.S.CreteFlex ) 2-1/2" 13/4" 3" �+
3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF (min.3.35 ksi to P M
UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR D Concrete 3-1/6" 2° 3" r)to <
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 5/18 Elco Ultrecan Grout-Filled CMU,(min.3.52 ksi) c C Orn
rt T
BUCK DESIGN AND INSTAL-CATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE (ASTM C-90) 2-1/2' 2-1/4" 5 3
REVIEWED BY THE BUILDING OFFICIAL. Concrete
CD
3/8°
4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS 3° 1-1/2" 4"
E
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST RW Large TaDiameter (min.3 ksi)pcon Ungrouted CMU,
LOADS IMPOSED ON THEM BY THE WINDOW. (ASTM C-90) 1. 1-112" 6"
5. METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY
THE AUTHORITY HAVING JURISDICTION.
6. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC CONTENTS:
GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT GENERAL NOTES,INSTRUCTIONS......................................1 JAMB ANCHOR SPACING,TABLES 12&13.........................11
PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY ANCHOR TYPES,TABLE 1.....................................................I HORIZ.SECTIONS..................................................................12
HAVING JURISDICTION. GLASS DP,TABLES 2&3......................................................2-3 VERT.SECTIONS....................................................................13
ELEVATIONS,SINGLE DOOR................................................2 TRANSOM SECTIONS.............................................................14
INSTRUCTIONS: ELEVATIONS,DOUBLE DOOR...............................................3 GLAZING&IG SPACER DETAILS..........................................15
1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD.THE DOOR'S ELEVATIONS,DOOR WITH STOREFRONT WINDOW..........4-7 EXTRUSION PROFILES..........................................................16
DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. VERTICAL MULLION DP,TABLES 4-7...................................4-7 PARTS LIST,TABLE 10...........................................................16
THIS SHEET. HEAD/SILL CLUSTER QUANTITY,TABLES 8&9.................6 CORNER DETAILS..................................................................
17
2. DETERMINE THE ANCHOR GROUP FROM TABLE S
MULLION ANCHOR CLUSTER DP-1/4"SHIM,TABLE 10...9 HARDWARE.............................................................................18-19
3. VERIFY THAT THE CHOSEN THRESHOLD MEETS THE REQUIRED POSITIVE(+)DESIGN PRESSURE FROM MULLION ANCHOR CLUSTER DP-1/2"SHIM,TABLE 11...10
TABLE 14,SHEET 13.
4. DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO GLAZING,FROM SHEET 2(SINGLE DOOR)OR
SHEET 3(DOUBLE DOOR). �� N LYNN y/ Revised By: Dole: Revision:
5. IF YOUR ASSEMBLY INCLUDES A VERTICAL MULLION AND STOREFRONT WINDOW: �`� ��.-..... •�/( �
ttCENS hftCommerdal JR 09/15/20 ADDED PARTS#481, ULTRACON+
A)DETERMINE THE VERTICAL MULLION TYPE&DESIGN PRESSURE FROM SHEETS 4-7. Architectural Products
B)DETERMINE THE VERTICAL MULLION DESIGN PRESSURE DUE TO ANCHORAGE FROM SHEET 9(1/4" Revised By: Date: Revision:
ND.58705 CGI WINDOWS AND DOORS,INC.
SHIM)OR SHEET 10(1/2"SHIM). * 10100 NW 25TH STREET
C)DETERMINE THE DESIGN PRESSURE OF THE STOREFRONT WINDOW FROM ITS OWN APPROVAL. i�w } - MIAMI,FL 33172:(305)593-6590 Description: Drawn By:
6. IF YOUR ASSEMBLY IS OR CONTAINS A DOUBLE DOOR,DETERMINE THE QUANTITY OF ANCHORS (/ 9/22/26 `�
REQUIRED ABOVE THE MEETING STILES HEAD OR BELOW THE MEETING STILES SILL FROM SHEET B. �p : 111 PREPARED BY:A.LYNN MILLER GENERAL NOTES J ROSOWSKI
(HEAD) (SILL) Q••,- STATE 1070 TECHNOLOGY DRIVE
7. DETERMINE THE MAXIMUM JAMB ANCHOR SPACING FROM SHEET 11.VALUES HAVE BEEN CALCULATED �'��'.,F(ORIDP,.•'G\�� N.VENICE,FL 34275;(941)460-1600 rtlo: Dale:
USING THE DOOR'S MAXIMUM DESIGN PRESSURE. '�ASS ' ��.\�`` COPYRIGWC 2020 STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16
8: DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO HARDWARE FROM SHEETS 18&19. y7/f lOj NAL(tt�� CG IDOL CENSEOTO MAKE Series/Model: Scale: Sheet: Drawing Ne. Rev:
9. THE LOWEST DESIGN PRESSURE FROM 3,4,5&8 ABOVE,SHALL BE USED FOR THE ENTIRE ASSEMBLY. COPIES FOR PERMITTING. SE-3550 NTS 1 OF 19 MD-3550.2-LM A
A.LYNN MILLER,P.E.
RE.#58705 CERT.OFAUTH.#29296
T ,
TABLE 2: "
Glass Design Pressure,psf
for Single Door ANCHOR REQUIRED ANCHOR REQUIRED -
Glass Type:,A&D Q 9-7/8'MAX. 17-7/8' - Q 9-7/8'MAX. 17-7/8".
MAX. �{
Door Door Frame Width ANCHOR REQUIRED EC• ANCHOR REQUIRED O.C. I _
Frame� O,ere_II, Wi @ 3-7/6"MAX @ 3-7/8'MAX.
Height Height _313/4" 39-1/2" - - -
78' 97314° +90/-90 +90/-90 - 6"Mom• 6"MAX
MAX
84" 97314" +90%90 +901-90 - - TRANSOM
90• 97-3/4' +90/-90 +86.9/-86.9
973/4' 97314 _ +90/-90 +80/-80 1
Glass Type:B&E J — 6"MAX O.C.
Door Door Frame Width -SEE MAX:JAMB -
O�e211 ANCHOR O.C.SPACING
Frame - ON TABLES 12&13 T G
Height, Height 313/4" 39-1/2° - ..
REINFORCEMENTINI
78" 97314" +701-80 +70/3O REQUIRED IF USING
84" 973/4' +70/-80 +70/3p - - GLASS TYPES C OR F 120•MAX:
_ 120'MAX - OVERALL
90" 97-314" +701-80 +70/-80 DOOR HEIGHT
97314" 973/4" +70/-80 +70/-80 1053/16" FRAME/ -
MAX.DLO OVERALL _ .. DOOR
Glass Type:C&'F' HEIGHT .. FRAME
I HEIGHT
Door Overall Daor Flame Width - � - Ji
Frame Hei hl -- - - .
Height 9 - 39-1/2° 51-1/2 - - 0 / 'SEE MAX.JAMB O
108" +901-120 +90/-100 C ANCHOR O.C.SPACING / O
78° / ON TABLES 12&13
12W +901-120 +90/-100 /
84' 108" .+90/-120 +90/-100 39-13/16'
120' +901-120 +901--100 MAX.DLO
90' 108° +901-120 +90/-100_ SEE SHEET 17 FOR SEE SHEET 17 FOR
120' +9017120 +901-100 - ANGLE BRACKET TO — --, ANGLEBRACKETTO
973/4" 120" +901-120, +901-100 JAMB ATTACHMENT 1 I -JAMB ATTACHMENT I I
'908" 120" +gp/-100 +90/400 _
120" 120" 1 +901-100 +90/400 3-7/8'MA1 INSTALLATION
ANGLE BRACKET ,-�]JI �J 1 INSTALLATION ANCHOR J
FOR SIZES NOT SHOWN,ROUND UP
AVAILABLE WIDTH OR HEIGHT TO THE I� DOO51-10 R FRAME W DTH 3-716"MAX.THRU ANGLE BRACKET DOOR F/RAMMAX.
DTH
'DIMENSION SHOWN ON THE TABLE. DOOR FRAME HEIGHTS
OVER 97-3/4'OR DOOR '
TYP. ELEVATION OF SINGLE FRAME WIDTHS OVER TYP.ELEVATION OF SINGLE
39-1/2'REQUIRE
DOOR WITHOUT TRANSOM SPECIAL HARDWARE, DOOR WITH TRANSOM
•SEE SHEETS 18&19. - -
SHEET NUMBER-DETAIL LETTER
_ ttl'liltll/r
Revised 6y: Date: Revision: �� /` YY/
�. ..........!li/� �.
®Commercial 1 tcENsF ENTRY DOOR NOTES: S - Archbotural ProKii;S• Revised B Dote: Revision:. Q= •;� �_
1. SEE SHEET 15 FOR GLAZING TYPES AND DESCRIPTIONS. Y:
_ CGI WINDOWS AND DOORS.INC. - - _*t ND.58705 �
EGRESS FORMULAS:
10100 NW 25THSTREET
- MIAMI,FL 33172;(305)593-6590 Drawn �, - � LC--
SINGLE DOOR FRAME WIDTH-63/8°=EGRESS WIDTH _ _ Description: BY: 9/22�z�
FRAME HEIGHT-2-3/8"-THRESHOLD HEIGHT=EGRESS HEIGHT PREPARED BY:A LYNN MILLER ELEVATIONS FOR GLAZING DP,A J.ROSOWSKI =�
1070 TECHNOLOGY DRIVE Q STATE OF 1(/�
N.VENICE,FL 34275;(941)480-1600 rifle: Date: ��('•.FCORIOP.•''G\=�
SINGLE OIORFRAMEIWIDH T --9-15ns•=OLDWIDTH " COPYRIGHT®2020 STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16. '. S to.�
DOOR FRAME HEIGHT-14-13/16'=DLO HEIGHT CGI DMWED LICENSE OOMAKE Series/Modal: Scale: Sheet: Drawing No. Rev: lYsl j�NAL+`�\�`
ORS,INC
TRANSOM WIDTH-6'=DLO WIDTH COPIES FOR PERMITTING. A LYNN MII.IJ=R,P.E.
TRANSOM HEIGHT-3-3/4'=DLO HEIGHT COPIES
FOR
PERMrnN SE-3550 -. NTS 2 OF 19 MD-3550.2-LM A p,N MILL 05
TABLE 3:
Glass Design Pressure,psf
for Double Door ANCHOR REQUIRED ANCHOR REQUIRED
@
9-7/8'MAX. 17-7/8" SEE SHEET B FOR ANCHOR @ .Glass Type:A&D -. MAX. QUANTITY&O.C.SPACING 9-7/B"MAX' 17 7/B°
Door DaorFmmaWidth- ANCHORREQUIRED O•C• ANCHOR REQUIRED MAX.
Frame Overall @ 3-7/8°MAX ~— --- —T) @ REQ MAX O.C. 1 .
Height Height 60' 75-1/2" -
78" 973/4' +90/-90 +90/-90 �__ _ _ __J 6'MAX. 6°MAX
90" 97 /4' +901-90 +90/-90 42"MAX
RA GIO
90" 97-33/4° +90/-90 +as.6/-86.s B r I T
973/4' 97.3/4' +90/-90 +80/-130
Glass Type:B&E 6'MAX.O.C.
Door Door.Framo Width SEE MAX JAMB C
Frame RE
Overall ANCHOR O.C.SPACING
Height Height 80" 75-1/2' ON TABLES 12&13 G C
INFORCEMENT#11
78' .97314" +70/30 +701-80 REQUIRED IF USING
84' 973/4' +70l-80 +70/-60 GLASS TYPES C OR F 120'MAX
120'MAX. OVERALL
9 3974" +70/-80 +70/-80 DOOR / HEIGHT
97-313I4" 97314" +70/30 +70/-80 FRAME/
105-3/16" 973/4°
Glass Type:C&F MAX.DLO, ,OVERALL SEE MAX JAMB MAX
HEIGHT ANCHOR O.C.SPACING DOOR
Door Overall Door Frame Width - ON TABLES 12&13 FRAME
Frame Height Height 75-1/2" 99-1/27 / HEIGHT
78' 10 +90-1 +901-100 /
120' +901-1 +90/-100
�° 106.1/1/4' +901-12017 2p +90/-100 36.13/16'
12D" +90/-117 +90/-100 MAX DLO
112-1/4° +90/-120 +901-100
90' SEE SHEET 17 FOR SEE SHEET 17 FOR
120' +80/-117 +90/-100 ANGLE BRACKET TO — ANGLE BRACKET TO —
97-3/4" 120" +901-120 +90/-100 JAMB ATTACHMENT�1 I r JAMB ATTACHMENT ', r
108" 108° +901-100 +90/-100 �1t I
120° 120' +90/-100 +901-100 I INSTALLATION ANCHOR -----J L___ __ J 1 INSTALLATION ANCHOR --'--J �'— ---- J
IV
NO TRANSOMS ALLOWED FOR DOOR @ 3-7/8"MAX• �-�— @ 3-7/8'MAX.THRU ANGLE BRACKET SEE SHEET B
FOR
FRAME HEIGHTS OVER 973W. THRU ANGLE BRACKET SEE SHEET B FOR ANCHOR ANCHOR QUANTITY
FOR SIZES NOT SHOWN,ROUND UP TO THE QUANTITY&O.C.SPACING &O.C.SPACING
NEXTAVAILABLE WIDTH OR HEIGHT DOOR FRAME HEIGHTS
DIMENSION SHOWN ON THE TABLE. 99-112"MAX.DOOR FRAME WIDTH OVER 97-3/4'OR DOOR 75-1/2'MAX.DOOR FRAME WIDTH
FRAME WIDTHS OVER
TYP.ELEVATION OF DOUBLE • 75-1/7REQUIRE TYP. ELEVATION OF-DOUBLE
DOOR WITHOUT TRANSOM SEESHEETS118&19' DOOR WITH TRANSOM
ON—SHEET NUMBER—'J DETAIL LETTER
111n nJ1/1
Revised By: Dote: Revision: LYN® N Commercial o..• Mi
ENTRY DOOR NOTES: ��_'��;�'�,tCENSF'•�(�
1. SEE SHEET 15 FOR GLAZING TYPES AND DESCRIPTIONS. •Architectural Pladucts Revised By: Date: Revision: 4;' '•�
CGI WINDOWS AND DOORS,INC. V,*: No.58705 ` •, *�
EGRESS FORMULAS: 10100 NW 25TH STREET �[/�� � 4{,.
DOUBLE DOOR FRAME WIDTH l2-4°=EGRESS WIDTH MIAMI,FL 33172;(305)593-8590 Description: Drawn By: -'{Y C_WyY'M22/0
FRAME HEIGHT-2-3/B'-THRESHOLD HEIGHT=EGRESS HEIGHT PREPARED BY:A LYNN MILLER ELEVATIONS FOR GLAZING DP,B J ROSOWSKI ='3••, (// 9�22�z�
1070 TECHNOLOGY DRNE Q STATE OF
OLD(DAYLIGHT OPENING)FORMULAS: N.VENICE,FL 34275;(941)480-IGN Title: Dater �X,'• F(ORIDP.•'•G\��
DOUBLE DOOR FRAME WIDTH 12-83118"--+DLO WIDTH COPYRIGHT®2020 STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16 'y.,SS"
DOOR FRAME HEIGHT-14.13/16'=DLO HEIGHT CGI WINDOWS&DOORS,INC. 7//ZONAL �\
TRANSOM WIDTH-W=DLO WIDTH LIMITED LICENSE TO MAKE Series/Model: Scare: Sheet: Drawing No. Rev: 11111 l o
TRANSOM HEIGHT-3-3/4'=DLO HEIGHT COPIES FOR PERMRTiNG. SE-3550 NTS 3 OF 19 MD-3550.2-LM A A. MILLER,P.E.
CERT.OF AUIH.#29298 P.E#58705
TABLE 4: _
Max Vertical Mullion Design Pressure,(Dso ANCHOR REQUIRED
Q 9.7/8'MAX 17-7/8'
Door+Window MAX.O.C. SEE SHEETS 9&10 FOR ANCHOR SEE SHEETS 9&10 FORANCHOR
.Aluminum -HD Aluminum ANCHOR PATTERN,QUANTITY&SPACING PATTERN,QUANTITY&SPACING
0lerall Frame Width force
REQUIRED
Reintorcement Reinforcement I� -- --------- — ----=----
Height Single Door Reinforcement' Part#11 Part#23 Q 3-7/8"MAX' 4---J—1 r
( ) ( ) I-•--------r1 Iwithout Transom 6`MAX.
t�=T=j---------III
I� T--1 F---------------14934" +90l-90 +90l-100 +90/-020 r____
613/4" +90/-90 +901-100 +901-120 DOOR ATTACHED I STOREFRONT
73-3/4" +g0/.90 +901-100 +901-120 T II I .IIi1II 1III
'
78' 85-314" +90/.90 +9C1-100 +901-120 II IDOOR
WINDOW, II 1
SEE SEPARATE I I I
97-314" +901-90 +90/-100 +901-120 1 1/4°NUT&BOLT, I 1 1 1/4'NUT&BOLT, I APPROVAL FOR I I I
109314" +901-90 +901-100 +90/-120 SEE MAX JAMB
24'FROM EACH END I I I 24"FROM EACH END I SPECIFICATIONS I I I
ANCHOR O.C.SPACING / i AND 24"MAXO.C.
121-314° +88.31.86.3 +901-100 +90/-120 AND 24'MAX O.C.• I I I I
I / OVERALL
- 3/4" +901-90 +90-100 +901-120 ON TABLES 12&13 / / III - / I I I
I III I II I HEIGHT
61
61-3/4° +901-90 +901-100 +901-120
73-314" '+901-90 +901-100 +901-120 120'MAX I I I I
84" 853/4" +90/-90 +90/-100 +90/-120 I I I I DOOR 120'MAX. I I I I
97.3/4" +901-90 +90/-100 +90/-120 II I FRAME/ DOOR II I
I II I FRAME
SEE TABLE4, OVERALL+89.1/$9.1 +90/-100 +901-120 I II I
HEIGHT I II I
121-aK' +80.1/-80.1 +90/-100 +901-120 - I THIS SHEET FOR I I I HEIGHT I I I I
REINFORCEMENT I I I 24"MAX I I I I
49-314"- +901-90 +901-100 +90/.120 TYPE I I I -----
61-314" +90/-90. +90/-100 +90/-120
73-314" +90/50 +901-100 +90/-120
I iii r--I---I---r—
90" 853/4" +901-90 +90/-100 +901-120 6"MAX --- -- —
ATTACHED
'97-W4' +901-90 +901-100 +901-120 / I STOREFRONT II I
109-314° +83.11-83.1 +901-100 +90/-120 I WINDOW, II I SEE MAX.JAMB
121.3/4" +90/.100 +90l-120 I SEE SEPARATE III ANCHOR O.C.SPACING ON [C] KNEEWALL
APPROVAL FOR III TABLES 12&13,USE EXISTING HEIGHT
1
49.3/4" +g0/-90 +90/-100 +90/-120 SEE SHEET 17 FOR 1 SPECIFICATIONS III KNEEWALL HEIGHT KNEEWALL BY
61-W4" +901-90. +901-100 +gD/-120 ANGLEBRACKETTO ___ _ I_______ '11 I OTHERS
73314° +901-90 +g0%100 +90/-120 JAMB ATTACHMENT�r 1 r t-------
t-1---r—Z�-----
97-W4" 853/4" +90/-90 +90/-100 +90/-120 I � I
97-314" +86.1/-86.1 +901-100 +90/-120 11NSTA ANCHOR
J �__ I I• I J L_____
ANCHOR
105.1/16" +80/-80 +901-100 +90/-120 Q 3-7/8'MAX SEE SHEETS 9&10 FOR SEE SHEETS T&N FOR
121.314" +901-100 +901-120 THRU ANGLE 51.112'MAX ANCHOR PATTERN,
BRACKET DOOR FRAME WIDTH ANCHOR PATTERN, QUANTITY 8 SPACING
49-314" +90/-100 +90/-120 QUANTITY 8 SPACING
61-3K' -+90/-100 +90/-120 DOOR+WINDOW FRAME WIDTH DOOR FRAME HEIGHTS L DOOR+WINDOW FRAME WIDTH
73-W4" +90/-100 +90/-120 OVER 97-3/4'OR DOOR
6 3/a° +sot-too +sor-izo TYP. ELEVATION OF SINGLE FRAME WIDTHS OVER TYP.ELEVATION OF
39-1/0 REQUIRE
97-314" +90/-100 +901-120 DOOR WITHOUT TRANSOM SPECIAL HARDWARE, KNEEWALL INSTALLATION
109.3/4" +901-100 +90/-120 SEE SHEETS 18&19. (OTHER DOOR TYPES SIMILAR)
121-W4 +90r-100 +901-120
493 4° +901-100 +901-120
61-314" +901-100 +90/-120
733/4° +901-100 +901-120 _
120' 853l4" +901-100 +90/-120 -
97-3K' +901-100 +901-120 - -
105.1/16" - +901-100 +9o1-12o DETAIL LETTER
117-1/16" +90/-100 1 SHEET NUMBER--®
FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE y N N
-y Revised B: Date: Revision: \\
WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ®COR1111eIC131 %GENS�c
ENTRY DOOR NOTES: •Archltectur81 PmduCtB Revised By. Dote: Revision: '•• •��
CGI WINDOWS AND DOORS,INC. No.58705
1. SEE SHEET 2 FOR EGRESS&DLO FORMULAS. 10100 NW 25TH STREET
2. SEE SHEETS 2 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. MIAMI.FL 33172;(305)593-65g0 Deserlption: Drown Bin _ _d•�ytY —C� —
STOREFRONT WINDOW NOTES: PREPARED BY:A LYNN MILLER ELEVATIONS FOR MULLION DP,A J ROSOWSKI %7�1, 9122/20
1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. 1070 TECHNOLOGY DRIVE Q STATE OF <(/�
2. IF A SERIES OF STOREFRONT WINDOWS ARE USED,USE ONLY 1 WINDOW DIRECTLY N.VENICE,FL 34275;(941)4BO-1600 T;fle: Data:
COPYRIGHT®2020 STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16 ;c S'•t°R1DP.tJG�
3. IF�STOREFRONT WINDOWS ARE DETERMINING
BOTH SIDES ES F A DOOR(EX OXOI),TM cGl WINDOWS 8 OooRs,INc. �"yS /ONAL
DETERMINE THE DOOR+WINDOW FRAME WIDTH USING THE WIDER WINDOW. LIMITED LICENSE TO MAKE Series/Model: Scale: Sheet: Drawing No. Rev: /j!/111111111
4. THE LESSER DESIGN PRESSURE OF THE DOOR OR STOREFRONT WINDOW SHALL COPIES FOR PERMITTING. SE NTS 4 OF 19 MD-3550.2-LM A A.LYNN MILLER,P.E.
GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. CER7.OF AUTH.it29298 P.E#58705
TABLE 5: - - .
Max Vertical Mullion Design-Pressure,(psi) ANCHOR REQUIRED
@ 9-7/8°MAX. 17-7/8°
MAX.O.C. SEE SHEETS 9&10 FOR ANCHOR
poor+Window Aluminum HD Aluminum PATTERN,QUANTITY&SPACING
Overall Frame Width No - ANCHOR REQUIRED 0 -- -
Hei ht Reinforcement Reinforcement Reinforcement @ 3-7/8°MAX, --- ---------- .
g Single poor (Pad#11) (Part#23) - J---I--l- - ,
with Transom - �_ --�F— -------�
.. 6"MAX. — —�F-----
49-3/4" +90/-90 +90/-100' +9o/-1zo - ----- r--T-J II I 42"MAx.
61-3/4" .+90bea +901-100 +901-120 _ I I I I !TRANSOM '
73-314" +901-90 +901-100 +90/-120 I II 1 HEIGHT
78" 85.3/4" +90/-90 +901-100 +90f-120
97-3/4' +901-90 +901-100 +901-120 W MAX.O.C. SEE TABLE 5,
' 109-3/4" +901-90 +90/-100 +90/-120 _ T - j TH13 SHEET FOR I I I
1213/4" +B6.31.86.3 +901-100 +901-120 I} REINFORCEMENT II I
493/4' +90/-90 +9W--100 +90l-120 - REINFORCEMENT#11 G - TYPE
61-314" +90/30 - +901-100 - -+90/-120 - REQUIRED IF USING I J II I
..
73-3/4", +90/-90 +90/-100 -+901-120 GLASS TYPES C OR F V9/
84" 65-3/4" +901-90 +901-100 4901-120 /
973/4' OV+90/-90 +901-100 +901-120 I II I LL
OVERAALL
1093/4' +59.1/39.1 +90/-100 +9FA120 SEE MAX.JAMB _ I 1/4'NUT&BOLT, III HEIGHT
121.314° +80.1/-80.1 +90/-100 +901-120 124"FROM EACH END I I
ANCHOR O.C.SPACING I 11 I 97-3/4"
493/4' _ +90/-90 .+90/-100 +90/-U0 ON TABLES 12&13 1 AND 24"MAX O.C. 1.1 I MA _
61-314° +90/-90 +90/-100 +901-120' DOOR
_ 73-3/4' +90/-90 - +gomoo +901-120 - - �— - P - III FRAME -
90" 85-3/4" +90/-80 +90/-100 +901-120 .. .. I• I I I HEIGHT
97-3/4' ,+90/.90 +901-100 +901-120 ) ATTACHED II I
I STOREFRONT I I I
109314' +83.1/-83.1 +90/-100 +901-120 / I WINDOW, II I
121314" +90/-100 -+90/-120 J. SEE SEPARATE11 I
.49-314" +90f-90 +901-100 +90/-120 1 17 1 APPROVAL FOR I I I
61-3/4° +80/-90 +gOW 00 +901-120 SEE SHEET 17 FOR — I SPECIFICATIONS
'ANGLEBRACKETTO
73-314• +901-90. +901-100 +90/-120 JAMB ATTACHMENT , r t—y-—r— _ 4 1.
T—'1--- L-- --�.� -
+so%so +so%1oo +so%t2o I —�r 973/4' 853/4' 1 INSTALLATION -
97314- +86.1/-86.1 +901-100 +901-120 -. ANCHOR
105-1/16" +80/30 +90/-100 +901-120 @ 3-7/8'MAX.
121-3/4' +901-100 +901-120 THRUANGLE '51FRAM AX' _ ANCHOR PATTERN,
493/4" +901-100 +90/-12A BRACKET DOOR FRAME WIDTH QUANTITY&SPACING
61-314" +901-100 +901-120
DOOR+WINDOW FRAME WIDTH
733/4' +90/-100 +901-120 DOOR FAME WIDTHS
108" 85-3/4" +90/-100 +901-120 - OVER 39-11T REQUIRE - TYP.ELEVATION,,OFSINGLE - -
'' 97-3/4" - +90/-100 +901-17A- SPECIAL HARDWARE,
j M4' +90/-100, +901-120 SEE SHEETS I8&19. - DOOR WITH TRANSOM ,
121-3/4' +901-100 +90/-120
49-314" +901-100 +90/-120-
61-3/4' +901-100 +901-120
733/4" +901-100 +901-120 '
120" 85-3/4'- +901-100 +9017120"
97-314" +90/-100 +901-120 - /RN.— - `
105-1116" +90% QU100 +901-1z0 SHEET NUMBER— DETAIL LETTER, ,
117-1/16" +90%100 - 111111117// -
Revised By. Dote: Revision: ' \� Q\•••,•LYNI`1
FOR SIZES NOT SHOWN,ROUND.UP TO THE NEXT AVAILABLE `��• " •vl�` ���
WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
®Commercial ;��. "t toENeF
ENTRY DOOR NOTES: •ATChffoClUr9I PIOdUC15 Revised By: Date: Revision:
1. SEE SHEET 2-FOR EGRESS&DLO FORMULAS. CGI WINDOWS AND DOORS,INC. No.58705
_2. SEE SHEET 2 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. _ 1010o NW 25TH STREET - - - *[/, ..}^! y
STOREFRONT WINDOW NOTES: - MIAMI;R.331T2;(305)593-e590 Description: Drown By:.• `��
1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. PREPARED BY:A LYNN MILLER ELEVATIONS FOR MULLION DP, B J.ROSOWSKI �-A U 9�22�z6
2. IF A SERIES OF STOREFRONT WINDOWS ARE USED,USE ONLY 1 WINDOW DIRECTLY 1070 TECHNOLOGY DRIVE Q STATE OF W
ADJACENTTO THE DOOR IN DETERMINING THE DOOR+WINDOW FRAME WIDTH. N.VENICE,FL34275;(941)48o-fe00 TWO: - - Dote: �'��'"•.F(ORIDP.•'•O\��
3. IF STOREFRONT WINDOWS ARE USED ON BOTH.SIDES OF A DOOR(EX.OXO), COPYRIGHT®2020 STOREFRONT ENTRANCE DOOR DETAILS-LM.03/05/16 � "'•
4. THE LESSER DESIGN PRESSURE OF RMINE THE DOOR+WINDOW THE DOOR OR STOREFRONT WINDE WIDTH USING THE WIDER IOW HALL cC,l WINDOWS&DOORS,Itic.
LIMITED LICENSETO MAKE Series/Model: Scale: Sheet: Drawing No. Rev:
GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. _ COPIES FOR PERMITTING. '5E-3550 NTS 5.OF 19 MD-3550.2-LM A A.LYNN MILLER,P.E.
5.-SEE SHEET 4 FOR INSTALLATION TO KNEEWALL,, CERT.OF AUTH.029298 P.E#58705
TABLE 6:
Max Vertical'•Mullion Design.Pressure;(psf)
Door+WihdoW ANCHOR REQUIRED SEE SHEETS FOR ANCHOR ,
0lerall Frame Width No Aluminum' HD Aluminum t QUANTITY&O.C.SPACING „
Reinforcement Reinforcement - Q B-7/8"MAX. - 17-7/8"
Height ..Double Door Reinforcement ANCHOR REQUIRED MAX. - SEE SHEETS 9&10 FOR ANCHOR-
(Part#11) (Part#23) O.C. PATTERN,QUANTITY&SPACING -
Without Transom . (a?3-718-MAX
86516" +90/-90 +901-100 +901-120
110-5/8" +901-90- ' +901-100 +901-120 _
122518" +90/-90 +90/-100 +901-120 ., MAX- --_— — ----� �---'— 1 ----� ,
78" 13451W +90/-90 +901A00 +90/A20 T j II I
146-516" +90/-90 +901-100 +90/-120 I I II I
158518" +901-90 .+90/-100 +90/-120 I I I I
170-5/8"- '+86.3/-86.3; +901-100- +90/-120 - I 1/4"NUT 8,BOLT, I I I
865/6" +901-90 +90/-100 +901-120 SEE MAX.JAMB 24"FROM EACH END
110SI6" +90/-90 - +991-100 +901-120 ANCHOR O.C.SPACING I AND 24'MAX O.C.
122518" +901-90 +901-100 +901-120 ON TABLES 12&13
84" 134-5/9' -+90/-90 +901-100 +90/-120
I II I
146519' +901-90 +901-100 +90/-120
158518" +a9.115 +9 9.1 +901-100 01-120 I III 120'MAX.
170-518" +80.1/-80.1 ' +901-100 +90/-120 I THISSEE SHEET
LE 6, I I I DOOR
865/8 +901-90 +901-100 +90/-120 - 1 THISSHEET EN II I OVERALEL
' 'I REINFORCEMENT I I I
1105/8". +901-90 +901-100 +90/-120 - _ I TYPE III HEIGHT
122.518" +901-90 +90/-100 _ +901-120 DOOR FRAME HEIGHTS - -
90" 1345/8° +90/-90 120 OVER 97-314^OR DOOR
+90/-100 +90/-
FRAME WIDTHS OVER I I I
1465/S" +90/-90 +901-100 +90/-120 75-1/2'REQUIRE O O I ATTACHED I I I
1585/8" +83.1/-83.1 +901-100 +90/-120 SPECIAL HARDWARE, 1 STOREFRONT I I I
170-5/8' +901-100 +901-120 SEE SHEETS 18&19. I, WINDOW, I I I
86518" +901-90 +90/-100 +901-120 / / I SEE SEPARATE I I I
110518" +901-90 +901-100 +901-120. APPROVAL FOR
122-5I8" - +90/-90 " +90/-100 +90/-120 I: 'SPECIFICATIONS II I
SEE SHEET.17 FOR
I II I
97314" 134.5/8" +901-90 +90/-100 +901-120
_
1465 ANGLE BRACKET TO
/8" +86.1/-86.1 +90/-100 *901-120• JAMB ATTACHMENT I t=y==r=�=__—Jam;
153-7/8" +801-80 +901-100 +901-120 I I I T—1---r--TI —
170.518". +90/-100 +901-120
86518" - +901-100 +901-120 INSTALL 1 ANCHOR Q 3-7/8" SEE SHEET 8 FOR SEE SHEETS 9&10 FOR
110518" +901-100 +90/-120 MAX THRU ANGLE BRACKET
ANCHOR QUANTITY ANCHOR PATTERN,
122S/a^ +901-100 +90/-120 8 O.C.SPACING QUANTITY&SPACING
108" 1345115" "- +90/-100 +90/-120 - -
1465/8" +901-100 +901-120 - 99-1/2'MAX DOORFRAME WIDTH
1'585/a" +901-100 +901-120
170518" +901-100 +90/-120 - DOOR+WINDOW FRAME WIDTH
86.518" +901-100 +901-120 TYP. ELEVATION OF DOUBLE DOOR
1 51" +90-100 +90/-120 WITHOUT TRANSOM,ATTACHED TO
izzsl8" +sa1-1oD +so/-120 -
J20" 134518" +90/400 +90/-120 STOREFRONT WINDOW '
146516" +901-100 +901-120 -
153-718" +901-too +901-12D - DETAIL LETTER
165 na^ +90/-100 +so/-100 SHEET NUMBER 1�1 u n l lTI
FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE Revised By. Dote: Re Wds : (J�..„ N/yf�yyii
WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '
® l �`�`r;••�,tQEnisF
Commercia
ENTRY DOOR NOTES: k6ftectural ProdUc19 •'��
Revised By, Date: Revision:
1. SEE SHEET 3 FOR EGRESS&DLO FORMULAS. No.58705 '
2. SEE SHEET 3 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. _ CGI WINDOWS AND DOORS,INC. =* *=
10100 NW 25TH STREET /JjyWU}Y��—
STOREFRONTWINDOWNOTES: - MIAMI,FL33172;(305)5935590 D Dmwn By: _. _ 22, (L_
Description:
1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. pREPAREDeY:ALYNNMILLER ELEVATIONS FOR MULLION DP,C J ROSOWSKI %�1 '•, 9/22120 ((t;
2. IF A SERIES OF STOREFRONT WINDOWS ARE USED,USE ONLY 1 WINDOW DIRECTLY 1070 TECHNOLOGY DRIVE STATE OF
ADJACENT TO THE DOOR IN DETERMINING THE DOOR+WINDOW FRAME WIDTH. - N.VENICE,FL 34275;(941)480-1600 Title: - Data: �'• F(ORtOP•••C
3 IF DETERMINE ONT THEDOOR+yWNDOW FRAME WIDTH USING THE WIDS ARE USED ON BOTH SIDES OF A ER WINDOW. COPYRIGHT®2020 STOREFRONT ENTRANCE DOOR DETAILS-LMI 03/05/16 WS&DOORS.INC ss/p• L
4. THE LESSER DESIGN PRESSURE OF THE DOOR OR STOREFRONT WINDOW SHALL CUMGI WTED•OLCENSETO MAKE' Series/Mader: scale: Sheet: Drawing No. Rev. ///II iVAI1t11\
GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. COPIES.FOR PERMITTING. S E-3550 - NTS 6 OF.19 MD-3550.2-LM A A:LYNN MILLER,P.E.
5. SEE SHEET FOR INSTALLATION TO KNEEWALL. CERT.OF AUTH.#29296 P.E.#59705
TABLE 7:
Max Vertical Mullion Design Pressure,(psf)
Door+Window•. - ANCHOR REQUIRED
O�rall. Flame Width No •Numinum 'HD Aluminum @9-7/8"MAX. 17-7/8• - .
Reinfomement Reinforcement �.( {..� SEE SHEETS 9&10 FOR ANCHOR
Height' Double Door Reinforcement (Part#11) (Part#23) ANCHOR REQUIRED �— F I I —__PATTERN,QUANTITY&SPACING ,
with Transom _ @ 3.7/8'MAX. _
605116" - _ +901-90 +901-100 .+90/-120 ' r 1_J 1 - —�� -
765116°.... +901-90 +901-100 +90/-120 - __ y—__t I I I 42'MAX
__J ---
92-3I76" +90/-90 +90/-100 +90/-120 I - III TRANSOM
78' 104-3/16" +90/-90 +90/-100 •+90/-120 1 - - III HEIGHT
1163116' +901-90 +90/-100 +90/420 - II I
128-3/16" '. +901-90 +90/-100 +90/420 - 6°MAX.O.C. SEE TABLE 7,
140-3/16' +86.31-86.3 +901-100 +90/A20 THIS SHEEP FOR -
605/16' +901-90 +90/-100 +90f-120 REINFORCEMENT 1I I
765116° +90/-90 -+901.100 +901-120 G B TYPE"
923116' +90/-90 . +90/-WO ' +90/-120_. REINFORCEMENT#11 1 II 11. -
REQUIRED IF USING
84' 1043116" +901-90 +90/-100 +90/-120 GLASS TYPES C OR F _
1283/16" 9 /-90 +90-100 +901-120 120'OVERALL
1283/16" •+89.1.1/-89:1 +901-100 +901-120 HEIGHT
1403116" +80.11-80.1 +901-100 +901-120 11 I .97-3/4•
60-5116' +901-90 +901-100 +90/A20 SEE MAX.JAMB 1/4'NUT&BOLT, I I I MAX
24"FROM EACH END
ANCHOR O.C.SPACING' I I,I DOOR
76-5116"- .+901-90 +g0/-100 +g0/-120 ON TABLES 12&13 AND 24"MAX O.C. I I I FRAME
-923116' +901-90 +901-100 +90/-120 - - HEIGHT
90", 1P4-3/16" +901-90 +901-100 +90/-120
116-3116" +901-90 +g0/-100 +901-120 DOOR FRAME WIDTHS
1283/16" +83.11.83.1 +901-100 +90/-120 OVER 39-1/2'REQUIRE - ATTACHED I I I
1403/16" +90/400- +90/420 SPECIAL HARDWARE, STOREFRONT II I
SEE SHEETS 18&19, WINDOW, I I I
605/16, +90/-90 +901-100 +901-120 - SEE SEPARATE I I 1
765116" 490150 +901-100 +901-120 APPROVAL FOR I I I
923116" +90/-90 +901-100 +901-120 SEE SHEET 17 FOR - SPECIFICATIONS I I I
97314" 1043/16" +90/-90 +901-100 +901-120 ANGLE ATTACKET TO
HMENT
JAMB ATTACHMENT I t—'1==r
116-3116" +86.1/-86.1 +901-100 +901-120 I I
123-1/2° +80/-80 +90/-100 +90/-120 INSTALL 1 ANCHOR _J L_
1403/16"' +901-100 +90/=120 @ 3-7/8°MAX 3 '
6D5/16'. +90/-100 +901-120 _
THRU ANGLE SEE SHEEP'8 FOR SEE SHEETS 9&10 FOR
BRACKET ANCHOR QUANTITY ANCHOR PATTERN,
76.5/,16' +901-100 +901-120- _ &O.C.SPACING QUANTITY&SPACING
923/16" - +901-100 +901A20 '
108" 104-3/16",. +901-100 •+90/-120 75-1/2"MAX.DOOR FRAME WIDTH
116-3/16° +90/-100 +901-120 DOOR+WINDOW FRAME WIDTH -
128311G" +90/-100 +99/-120 .
140.3/16" +90/400 +90/-120 TYP.ELEVATION OF DOUBLE DOOR -
60-516 +90100 +90/420WITH TRANSOM ATTACHED TO
765116' +90/4-i00 +90/-120 � � r
923116' +901-100 +901-120 STOREFRONT WINDOW
120" - 104-3116" +901-100 '+90/-120
116-3/16" +90/-100 +90/-120 -
123-112" - +90/-100 +901-120 - - .. DETAIL LETTER
13s yr +sD/-too SHEET NUMBER—JEV
FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE QCommercial Revised By: Date: Revision: �` N JV /z
WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.ENTRY DOOR NOTES:1. SEE SHEET 3 FOR EGRESS8$OLO,FORMULAS. Architecture]Products Revised,By. Data: Revision: Q;' •L n ^%
,INC, NO.5B705
2. SEE SHEET 3 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED CGI WINDOWS AND DOORS
ASED ON GLASS TYPE. =*c
_ 10100 NW 25TH STREET '
STOREFRONT WINDOW NOTES: - _ • MIAMI,FL 33172;(305)593-6590 Oescnptidm Draw^BY:1. SEE ,-��7 f -
2. IFASERIESOFTE S OREFRONT WINDOWS ARE USED,U EONLY IPROVAL FOR STOREFRONT WINDOW I WINDOW DIRECTLY _ ELEVATIONS FOR MULLION DP,D J ROSOWSKI %�)'•• 9I22/zo
PREPARED BY:A LYNN MILLER
1070 TECHNOLOGY DRIVE Q •.• STATE OF
ADJACENT TO THE DOOR IN DETERMINING THE DOOR+WINDOW FRAME WIDTH. N.VENICE,FL34275;(941)480.1600 Title: - Date: ���'•.FCORIOP.•'•�,\?�
3. IF STOREFRONT WINDOWS ARE USED ON BOTH SIDES OF A DOOR EX.OXO), i
DETERMINE THE DOOR+WINDOW FRAME WIDTH USING THE WIDER WINDOW. cGI WINDOWSRIGHTOO 02 INC. STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16
4. THE LESSER DESIGN PRESSURE.OF THE DOOR OR STOREFRONT WINDOW SHALL LIMITED LICENSE TO MAKE Series/Model: Seale: Sheet: Drawing No. Rev:
GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. COPIES FOR PERMrTnNG. SE-3550 NTS 7 OF 19 MD-3550.2-LM A A.LYNN MILLER,P.E.
5. SEE SHEET 4 FOR INSTALLATION TO KNEEWALL CERT.OF AUT-1.929296 P.E.#58705
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v r LIMBED LICENSE TO MAKE 10100 NW 25TH STREET
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0t•r CERT.OF AUTH.529296 (305)r.II0 -
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TABLE 10: 4"MAX.O.C.,SEE TABLE Q
MullianAnchor Cluster Max Design Pressure at Head/Sill,(+/-psf) Shim Thickness:t!4" 1 FOR MIN.O.C.SPACING
4-1/2°MAX.O.C.@ CENTERLINE naa
Window Frame Width Group"A"Anchor Group"B"Anchor Group"C"Anchor Group"D"Anchor Group"E°.Anchor
Overall[Siff.I.E.r.1-Double Door Double Door L._a4 6 8 4 6, 8 4 6 8 4 6 B 4 6 6Height without with I Transom: Transom: Anchors Anchors Anchors Anchors.Anchors,Anchors Anchors.Anchors Anchors Anchors Anchor; Anchors Anchors Anchors Anchors
I WINDOW
49314" 86-5/B" 605/16' 120 120 120 120 - 120 120 120 120 120 120 120 120 120 120 120
81-314' 1105/8" 765/16" 116.5 120 120 120 120 120 120 120 120 120 120 120 120 120 120 I ANCHOR PATTERN IF
7304" 122-5/8" 923/16" 97.1 120 120 120 120 120 120 120 120 120 120 120 120 120 120 (4)ANCHORS ARE
78" 85-314" 134518" 104-3/16' 83.2 120 120 120 120 120 120 120 120 120 120 120 120 120 120 I / REQUIRED PER TABLE
973/4' 146518" 116-3118". 72.8. 109.2 120 120 120 120 120 120 120 120 120 120 120 120 120 I 10(THIS SHEET)
'1093/4' 158518" 1283/16' 64.7 97.1 120 111.8 120 120 106.7 120 120 120 120 120' 120 120 120 DOOR I
121-3/4" 1705/8" 140-3/16" 58.3 87.4 116.5 100.7 120 120 96.0 120 120 115.0 120 120 120 120 120
I vog u°sa0 •naa
493/4' 8E518" 605116" 120 120 120 1 120 1 120 120 120 •120 120 120 120 120 120 120 120
61-314" 1105/8" 76-5116" " 108.2 ' 120 120 120 120 120 120 120 120 120 120 ` 120 120 120 120 r T
T-�-_r--- Y m
733/4' 1225/8" 923/16" 90.2 120 120 120 120 120 120 120 120 120 120 .120 120 120 120 4-10 MAX.O.C. I fA
w, 85314" 134-5/8' 1043116' 77.3 115.9 120 120 120 120 120 120 120 120 120 120 120 120 120 @ CENTERLINE I _ 4"MAX.O.C.,SEE TABLE ?> O`
97314" 1465/8" 1163/16" 67.6 101.4 120 116;8 120 120 111.4 120 120 120 120 120 120 120 120 1 FOR MIN.O.C.SPACING Q O
109314" 158-5/8" 128016" 60.1 1 90.2 120 103.8 120 120 99.0 120 120 118.6• 120 120 120 120 120 4-MAX.O.C.,SEE TABLE (n
121-314" 170-5/8" 140-3116" 64.1 81.2 108.2 93.5 120 120 89.1 120 120 106.7' 120 120 112.7• 120 120 1 FOR MIN.O.C.SPACING aI°0
493W 86518" 605116" 120 120 120 - 120 120 120 120 1z0 120 120 120 120 120 120 .120 rr-- 4-112'MAX.O.C.@ CENTERLINE -� r
613/4" 110-518" 765116' 101.0 120 120 120 1 120 120 120 1 120 120 120 120 120 120 -120 120 U) r
4---4---�-_- s J N
733W 122-5/8" 92-3/16" 84.2 120 120 120 120 120 120 120 120 120 120 120 120 120 120 I-_-_�--t-
un°0
90" 86314' 134518" 1D43116' 72.1 108.2 120 120 120 120 118.9 120 120 120 120 120 120 120 120 r-T- f-¢-' LO
973/4" 146518" 116-3116' 63.1 94.7 120 109.0 120 120 104.0 120 120 120 120 120 120 120 120 I WINDOW 0
. =
109314' 150518" 1283116" 56.1 84.2 '112.2' 96.9 120 120 92.4 120 120 110.7 120 120 116.9 120 120 _ I Q 07 0
'1213/4" 170518' 140-3/16" 50.5 75.7 1 101.0 87.2 120 1 120 83.2 120 120 99.6 120 120 '105.2 120 120 / ANCHOR PATTERN IF v'• `� �'
493/4" 86-5/8" 60-5/16" 116.2 120 120 120 ' 120 120 120 120 120 120 120 � 120 120 120 120 / HORS ARE �° o� � Q
REQQUIREUIRED PER TABLE � T-' Q '°N
613/4' 1105/8" 765/16' 93.0 .120 120 120 120 120 120 120 1 120 120 120 120 120 120 120 I / o omD
I 70 ffHl$SHEET) = �w J ❑
733/4" 122518" 923116" 77.5 116.2 120 120 120 120 120 120 120 120 120 120 120 120 1 120 I O vi W
97-3/4' 85-W4" 134518" 104-3116' 66.4 99.6 120 114.7 120 120 109.4 120 120 120 120 120 120 120 120 DOOR I i U¢ o ❑ (W,
973/4" 1465/8" 1163/16' 58.1 87.2 116.2 100A 120 120 95.8 120 120 114.7' 120 120 120 120 120 I j z E' Z LL•
105-1/16" 1537/8" 123-112' 51.7 T7.5 '1013 89.2 120 120 85.1 120 120 101.9 120 120 '107.8 120 120 r-T--r-T ® coi E.�^. Q O
1213/4'• 1705/8" 1403116" 46.5 69.7 93.0 80.3 120 120 76.6 114.9 120 '.91.7 120 120 96.8 120 1207 p Z laays
49314° 86-5/8" 60S/16" 105.2 120 120 120 120 120 120 120 120 12D 120 120 120 120 120 }-y I-�- 41/2"MAX.O.C.@CENTERLINE S W (n
61-314" 110-5/8" 76SI16" 84.2 120 120 120 120 120 120 120 120 120 120 120 120 120 120 y. 'III III'F 4'MAX.O.C.,SEE TABLE § ? Z.o U I--
73314" 1225/8" 923/16" 70.1 105.2 120 120 120 120 115.6 - 120 120 120 120 120 120 120 120 1 FOR MIN.O.C.SPACING 2 P S z F Z Z 'Z
108" 85314" 134-518" 104-3116° 60.1 90.2 120 103.8 120 120 99.0 120 120 118.6. 120 120 120 120 120 o ®o�o-• �' 0
97314" 146518" 1163/16" 526 78.9 105.2 90.9 120 120 86.T 120 120 103.8 120 120 109.fi 120 120 4'MAX.O.C.,SEE TABLE R y a W W O
1 FOR MIN.O.C.SPACING o Y r,m u�rs a
1093/4" 168518" 1283/16' 46.8 70.1 B3.5 80.8 120 120 77.0 115.6 120 92.2 120 120 97.4 120 120 3 0 o f W r�
�Zd o�u-o (n W' M
•1213W 170518' 1403116- 421' 63.1 84.2 72.7 109.0 120 69.3 104.0 120 83.0 120 120 87.6 120 120 -►-I 4-1/2°MAX.O.C. CENTERLINE x ut %o w�' r
49314" 86-5/8" 605/16" 94.7 120 120 120 120 120 120 120 120 120 120 120 120 120 120 o o c�3�o J W
-�--�-�-- cn
613/4" 110-518" 765/16" 75.7 113.6 120 120 120 120 120 120 120 120- 120 120 120 120 120 I +--I--+--I-- ti o ° V (n
T-1--T- U
_ 733/4.' 1225/8" 923/16' 63.1 94.7 120 109.0 120 120 104.0 120 120 120 120 120 120 120 120 a/11 �°sa0 sagas
120"' 85314" 134518" 1043/16" 54.1 81.2 108.2 93.5 120 120 89.1 120 120 106.7 120 120 '112.7 120 120 I WINDOW
97-3/4" 146-518" 116-3MV 47.3 71.0 94.7 81.8 120 120 78,0 117.0 120 93.4 120 120 98.6 120 120 / 111111111jr//////
ANCHOR PATTERN IF NY
105-1/16" 153-7/8" 123-1/2" 421 63.1 84.2 72.7 109.0•, 120 69.3104.0 120 83.0 120 120 87.6 120 120 (8)ANCHORSARE `�� ��
117-1/16" 165-7l8" ' 135-1/2" 37.9 56.8 75.7 65.4 .98.1 120 62.4 93.6 120 74.7 112.1 120 78.9 118.3 120 I / REQUIRED PER TABLE ��1�,• 1.10EN3F••.(��i
FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. I 10(THIS SHEET) No.58705
DOOR
T _
I 9/22/20
T-_-1-__T-_-I_-T-_-I STATE OF :'���
f 7 r 7 r � ���� -•.FCORIDP.•'�1��
4-1/2'MAX.O.C.@ CENTERLINE
I 4-MAX.O.C.,SEE TABLE
---yyy111 III"'FFFF 1 FOR MIN.O.C.SPACING A LYNN MILLER,,R P.E
P.E.M 58705
TABLE 11: - V MAX.O.C.,SEE TABLE Q
MUI6cnAnchor Cluster Max Design Piessure.at Head/Sill,(+/-psf Shim Thickness:110 1 FOR MIN,O.C.SPACING "ay
ice-- 4-112"MAX.O.C.aQ CENTERLINE
Door+Window Frame Width Group"A"Anchor I Group"S'Anchor - Group."C"Anchor Group"D"Anchor Group"E'Anchor
Frame Single Door Double Door Double Door
Height 4 6 8 4. 6 8 4 6 8 4 6 8 4 8 B -
9 wlwo without. with I I --�-
Transom: Transom: Transom: Anchors Anchors Anchors Anchors Anchors Anchors Anchors Anchors Anchors Anchon:Anchors Anchors Anchors'Anchors Anchors
I I WINDOW
49-3/4' 86-518" 60-5116" 117.3 120 120 -117.3 120, 120 120 120 120 120 120 120 120 120 - 120 I
61-3/4' -110-518" 765/18" 93.8 120 120 93.8 120 120 120 120 120 120 120 120 120 120 120
_ I ANCHOR PATTERN IF
73-314" 122-5/8° 92�I16" 78.2 117.3 120 78.2 117.3 120 106 9 120 120 120 120- 120 120 120 -120 / (4)ANCHORS ARE
78" 853/4' 134.5/8" 104-3/18° .87.0 100.5 120 87.0 100.5 120 91.7 120 120 118.8 120 120 120 120 120 I / REQUIRED PER TABLE
87314' 146-518" 116-3116, 58.6 88.0 117.3 58.6 88.0 117.3 80.2 120 120 102.2 120 120 120 120 120 11 ffHIS SHEET)
`109314" 158.5/8, 128-3116' 52.1 78.2 104.3 52,1 78.2 104.3 71.3' 106.9 220 90.9 120 120 7 120 120 120 DOOR I
121314" 170-5/8" 140-316° -46.9 70.4 93.8 46.9 70.4 93.8 64.2 96.2- 120 81.8 120 120 12D 120 120
I uog uosa0•nay
49314' 86-518" 60-6/16" 108.9 120 f 120 108.9 120 r120 120 120 120 120 120 120 120- - 120 120 __-
'61314" 110-518" * 76-5116" '87.1 120 120 87.1 120 126 119.2 120 120 120 120 120 120 120 120 : T- --f--- Y �
733/4' 122-518" 923l16" 72.6 108.9 120 72.6 108:9 120 99.3 120 120 120 120 120 120 120 120
4-1l2'MAX.O.C. _ I I _ I (n �
84° 85314' 134.518" 1043/16° 62.2 93.4 120 - 62.2 .93.4 120 85.1 120 120 108.5 120 120 120 120 120 @CENTERLINE "I fyl1T 4"MAX.O.C.,SEE TABLE ?> O
973/4' 146-518" 1163/16" 64.5 81.7 108.9 54.5 81.7 108.9 74.5 111.7 120 94.9 120 120 120 120 120 1 FOR MIN.O.C.SPACING O MO
•109.3/4" 158-5/8" 1283/16/ 48.4 72.6 96.8 48.4 72.6 96.8 66.2 99.3 120 84.4 120 120 .120 120 12D 4"MAX.O.C.,SEE TABLE 0n
'12104' 170-518" 1403116" 43.6 65.3 87.1 43.6 65.3 87.1 59.6 89.4 1192 75.9 113.9, 120 112.7 120 120 1 FOR MIN.O.C.SPACING � � aro0
493/4" 86-5/8" 605/16" 101.7 120 120 _101.7 _120 120 120 120 ]20 120 120 120 120 120 120- �-- 4-1/2"MAX.O.C.@ CENTERLINE •--� r
61314' 110.5/81, 765/16" 81.3 120. 120 81.3 120 120 111.2 120 120 120 120 120 120 120 120 (n r
Mo J N -
733/4' 122-5/8 923/16" 87.8 101.7 120 67.8 101.7 120 92.7 120 120 118.1 120 120 120 120 120
90" 85-W4° 134-518" 1043116" 58.1 87.1 116.2 58.1 87.1 116.2 79.4 119.2 120 101.2 120 120 120 .120 120
97314" 1465/8" 1163116" 50.8 76.2 101.7 50.8 76.2 101,7 69.5 104.3 120 B8.6 120 120 120 120 120 I I WINDOW '� ci = W M
109-314" 158-5/8" 1283/16'_ 45.2 67.8 90.4 45.2 67.8 90.4 81.8 92.7 120 78.7 118.1 120 116.g 120 120 i •�e Z C ❑ ❑
12104" 170-518" 140-3116' •40.7 61.0 81.3 40.7 61.0 81.3 55.6 83.4 111.2 70.9 106.3 120 105.2 120 120 / /. ANCHOR PATTERN IF CU�• o
49-3/4' 86-5/8" 60.5/16" 93.6 120 120 93.8 120 120 120 120 120 120 120 - 120 120 126 120 (6)ANCHORS ARE �° a N O
REQUIRED PER TABLE rqC Q -oN
613/4" 110518" 76-5116" 74.9 112.3 120 74.9 112.3 120 102.4 120 120 120 120 120 220. 120 120 / j / 11(THIS SHEET) 0� ��n J ❑ om0
733/4° 122-5/8" 923l16 62.4 93.6 120 62.4 93.6 120 85.3 120 120 108.8 120 120 120 120 120 DOOR I V dY 3 " J W
973/4" 853/4" 134-518" 1043/16" 53.5 80.2 107.0 53.5 80.2 107.0 73.1 109.7 120 93.2 120 120 120 120 120 I • a � ❑ (,)
973/4° 146-5/8" 1163/16° 46.B 70.2 93.6 46.8 70.2 93.6 64.0 96.0 120 81.6 120 120 120 120 120 I I z Z Q
105-1/16" 163-7/8° 123-1/2" 41.6 62.4 83.2 41.6 62.4 83.2 56.9 85.3 113.8 72.5 108.8 120 107.0 120 120 r-7-r-7-- �c�0 (6 O
121314' 170-518" 1403/16' ,,.37.4 56.2 74.9 37.4 56.2 74.9 51.2 76.8 10Z.4 65.3 97.9 120 96.8 120, 120 r-,--T-,--- U' 1 45 I I Z as
493/4" 86-518" 605/16" 84.7 120 120 84.7' 120 120 115.9 120 920 120 120 120 120 120 120 {--►I �- 4.1/2'MAX.O.C.@ CENTERLINE m = W U)
61314 110-5/8" 765/1fi" 67.8 101.7 120 67.8 101.7 120 92.7 120 120 118.1 120 120 120 120 120 y. 'III III'F 4-MAX.O.C.,SEE TABLE p 3 Z6
73-3/4' 122.5/8" 823/16" 56,5 84.7 1129- 56.5 84.7 112.9• 77.2 115.9 120 98.4 120 120 120 120 120 1 FOR MIN.O.C.SPACING f o� f z z "Z
108" 85-3/4' 134-518" 104-3116" 48.4- 72.6 96.5 48.4 72.6 96.8 66.2 99.3 120 84.4 120 120 120 120 120 -8®o 0- ¢ O al°'S
973/4" 146.518" 1163116° 42.4 63.5 84,7 42.4 63.5 84.7 57.9 86,9 115.9 73.8 110.7 _120 109.6 120 120 4-MAX.O.C.,SEE TABLE ,>.E ,°n w W LL O
1093/4" 1585/8" 128-3/16" I 37.6 56.5 75.3 37.6 56.5 75,3' 51.5 77.2 103.0 65.6 98.4 120 97.4 120 120 1 FOR MIN.O.C.SPACING y 0� o"6,o a I--' W
m 01L o=I .0
121314" 170-518"' 1403116° 33.9 50.8 67.8 33.9 50.8 67.8 46.3 69.5 92.7 59.1 88.6 118.1. 87.6 120 120 �-+-- 4-1/2°MAX,O.C.@ CENTERLINE 8 s ui o o m 0/) r
493/4" 86-518" 605116" 76.2 114.4 120 76.2 114.4 120 104.3 120 120. 120 120 120 120 120 120 o z t a
- I--1-1--71 - o o f-
61-3/4° 110-518" 765/16" 61.0 91.5 120 61.0 91.5 120 83.4 120 120 106.3 120 120 .120 120 120 I I'I-_=T=;_T 7 o> 0 V U)
73-3/4' 122-518" 923116" 50.8 76.2 101.7 50.8 76.2 101.7 fi9.5 104.3 120 88.6 120 120 120' 120 120 I !!! d�Z apt --a savag
120"' 853/4' 134-5/8" 1043116" 43.6 65.3 87.1 43.6 65.3 _87.1 59.6 89.4., 119.2 75.9 113.9 120 112.7 120 120 I WINDOW
973/4' 146-5/8° 116-3/16° 38.1 57.2 76.2 38.1 57.2 7fi.2 52.1 98.2 104.3 Bfi.4 99,7 120 98.6 120 120 / I 118.1 ANCHOR PATTERN IF
105-1/16" 153-7/8" 123-112" 33.9 50.8 67.8 33.9 50.8 67.8 46.3 69.5 92.1 59.1 118.E 87.6 120 120 / / �� ..•••••••.!�/
(8)ANCHORS ARE `� �`;• cENS - �'�
117-1116" 166-7/8" 135-112" ' 30.5 45.7 61.0 30.5 45.7 61.0 41.7 62.6 83.4 53.2. 79.7 106.3 78.9 110.3 120 / / REQUIRED PERTABLE
FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. j 11(THIS SHEET) `*: No.58705 \ '
DOOR �4'G•`�}S*.
/2O r/I 9/22
T-'-1 -T--I T-_-I O STATE OF ((/�
4-1/2"MAX.O.C.@ CENTERLINE
I I 4"MAX.O.C.,SEE TABLE 111/I I I 111111
1 FOR MIN.O.C.SPACING A.LYNN MILLER P.E.
P.E.#58705
TABLE 12: TABLE 13: Q
Door Jamb Max Anchor O.C.Spacing Shim Thickness.=1/4" Door Jamb Max Anchor O.C.Spacing Shim Thlckness,=112" "ay
dor Frame Width Installed Installed Installed Installed Installed• Door Frame Wldth Installed Installed Installed Installed Installed
Oearalltl
r Double Door Double Door with 'with with with' with Overall Single Door Double Door Double Door with with with with with
Heightwithout with Group"A"Group'B"Group'O"Group°D"Group"E" Height w/wo without withGroup"A"Group"B"Group"C"Group°D"'Group"E"
Transom' - Transom Anchors Anchors Anchors Anchors Anchors Transom Transom Transom' .Anchors Anchors Anchors, Anchors Anchors
24" 48' 8" 18' 18" 18" 18" 24° 48" 16-1/2" '16-1/2" 18" 18" 18"
30' 60° 16-1/2' 18" 18" 18" 18" 30" 60' 13-3/16" 13-3/16" ' 18" 18° 18"
36" 72" 48' 16-112" 18" 16-1/2" 18" 18° 36" 72" 48" F7-511
11' 16-112' 18" 18"
78° 42" 84' 56" 13.3116" 18' 133116" 18" 18° 78" 42' 84- 56° 9-7/16° 13.3116" 16-1/2" 18"
48" 96* _ 64' 11" 18° 11" 16-1/2" 18° 48" 96' 64" 8-1/4" 11" 16-1/2" 18"
51-1/7 99-1/2" 72° 9-7116" 16-1/2' 9-7/16' 16-1/Y 18" 51-1/2" 99-1/2" 72' 7-5116" -9-7116" 13a/16" 18"
75-11T 8-114" 16-1/2' 9-7/16" '13-3/16' 18" - - 75-1/2' 6-5/B" 9-7/16" 13-3116" 18"
24- 48° 18" 18" 18" 18" 18" 24' 48" IS" 18" 18" 18'30" 60' - 18" 18' 18" 18" 18" 30' 60" - 14-3/8" 18" 18" 18° fi"MAXCD
36° 72° 48' 14-3/8" 18° 143/8° 18" .18" 36' 72" 48" 12' 14-3/8" 18' Is- SEE TABLES _42" B4° 56° 12' 18' 143/8" 18" 18" 84" 42" 84' 56" 103/16° 14-318" 18" 18" /12&13 j In
Q. 96' 64' 10-5116" 18" 12" 18" 18" 48' 96, 64' 9° 9" 12" 143/8" 18"
48 , > O
THIS SHEET Ch
51-1/2° 99-1/2" 72° 10.5116" 18'. 105/16° 143/8" 18° 51-112" 99-112" � 72° 8" 8" 105116° 14318" 18" 0 O
75-112" 9° 14318". 9" 143/8" 18" - - 75.1/2" 65/16" 6-9/16" 9° 12" - 18"- U) a7c0
24" 48' - 18" 18, Is" 18" 18" 24" 48" - 18" 18, 18, 18" 18" 0
30" 60" - Is" 18" 18" 18"- 18' 30" 60' - 15-5I8" 15-5I0°• -18" 18" 18"
36" 72" 48" 15-518" 18" 15-518" 18" 18" 36" 72' 48' 11-118" .11-118" 15-5/8" 18° 18" 6°MAX O.C. r
90" 42"- W 56" 13" 18" 13" -18" 18" 90" 42' 84° 56" 9-3/4" 9-3W' 13' 18' 18" J '
48° 961 64' 11-1/8" 18" 11-1/e" 1W 18" 48" 96'- 64" B-11/16" 8-11/16^ 11-1/8" 155/8" 1W u'"0JG O
51-1/2' 99-112- 72' 9-314" 18" 93/4" 155/8" 18, 51-112" 99-112" 72" 7-13/16" 7-13116" 93/4' 13° 18" / H In
75.1/Y 8-11116" 15.5/8" 9-3/4' 15-618' 18" - - 75-112' 7-1/16" 7-1116" 9-314" 13' 18' "� `• ti W CO
-24" 48' - 18' 18" 18° 18" 18" 24" 48' - 17-1/8" 17-118" 18' 18" 18" / "� ? in '
30" 60' - 17-1/8" 18" 18" 18° 18, 30' 60° - 14-1/4' 14-1/4" 18° 18" 18" t•+a ❑
SEE TABLES N_ o X 2
36' 72' 48" 14-5116' 18" 17-118" 18" 18' 36° 72° 48" 12-3/18" 12-3/16^ 17-1/8" 18" 1t)" 12&13, �j �° o�u U
973l4° 42' 84' 56' 12-1/4" 18° 14-5/16" 16" 18° 97314° 42' 84' 58' 10-11116° 10-11/16" 14-1/4° 17-118" 18" THIS SHEET DOOR (,7� o 0 ,aN
48" 96° 64° 103/4" 18' 12-1/4" 17-118" 18' 48" 96' 64° 8-9116' 8-9/16" .12-3116' 17-'1/8" 18" = m ❑ 6ntc
51-1/2' 99-1/2" 72" 9-1/2" 17-118" 103/4' 17-1/8" -18' 51-112' 99-11T 72" 7314" 7-314" 10-11/16' 14-114" 18" O U 3 o W O
75-11T 8-9/16" 17-1/8" 9-1/2° 14.5/16° 18' - - 75-112" 7-1/8" 7-1/8" 9-1/2" 12-3116"-, 18' I • o z" U
24" 48" - 18" 18° 18" 18" 18" 24" 48° - 18° 18' Is- 18° 18° / ® z g�' Z O
30° 60' - 16" 18" 16' 18" 18' 30" 60' - FIZZ-11
13-11/16" Is- 18" 18" 3 a w
36" 72' 48' 16" 18" 16" 18" 18" 36' 77 48' 12' 16" 18" 18" /
108" 42° 84° 56' 13-11l16" 18" 13-11116" 18" 18" 108" 42" 84° 56' 10.11(16" 13-11/16" 18" 18" o _ Z Iaa49
48" 96" 64' 10-11116" 18' 12" 18" 18" 48' 96" 64" _ B-3/4" 12" 16" 18" 'a U W U
51-1/2" 99-1/2" 72' 9.518" 18' 10-11116" 16" 18" _ 51-1/2" 99=1/2" 72" 8 10.11/16" 13-11/161 18" _ m z � I—•
75-IIT -8-314" 16" 9-518" 13.11/16" 18" - - 75-1/2' 6-7/8" 9.518' 12" 18" 6'MAX. 19': o °�' U z Z
24" 48' - 18" 18° 18" 18" 18" 24" 48" - Is" 18" 18° 18" _ w o o E = U aroas
30" 60' - 18" 18' 18" 18" 18" 30" 60, - 15.7/16' 18" 18° 18" io w Z O
36° 72" 48' 15.7116" 18" 15-7116' 18° 18" 36" 7Y 48° 12' 15-7/16 18° 18" <o o y u� 6 Q to
120' 42" 84' 5fi" 13.112' 18' 13-112' 18" 18" 120" 42" 84' 56° 9-131is- 9-13/16" 13-1/2" 18" 18" JAMB ANCHOR m z o °o m Wto
48" 96" 64" 10-13/16" 18' 12" 18" 18" 48° 96" 64° 9° 9" 12' 15-7/16° 18' PATTERN FOR SINGLE o z o w Cr)
51-1/2' 99-11Y 72" 9-13/16" - 18' 10.13116° 15.7/16° 18° 'S1-1/2' 99-112" 72' 7-11I16" 7-11/16" 10.13116' 13-1/2" Is- - AND DOUBLE DOORS �u—
75-112" 9" -15-7116" 9-13116" 15-7/16- 18" - - 75.11Y 1 73116° 1 7-3/16° -9-13116' 12' 18" (SHOWN WITH
TRANSOM,WITHOUT ¢
FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT FOR SIZES NOT SHOWN,ROUND UP TO THE NE)Cr.AVAILABLE WIDTH OR HEIGHT a z apy ��sa0 sauas
TRANSOM SIMILAR)
DIMENSION SHOWN ON THE TABLE. DIMENSION SHOWN ON THETABLE.
LYNIIII/'�.,.
No.587,005y�2y�*,�
�A 9%22/200
�0, STATE OF
_ A.LYNN MII-LER,P.E.
P.E.#58706
DETAIL Al DETAIL B DETAIL C1
THRU 1X WOOD MEETING STILES INTO METAL
EMBEDMENT � INTO MASONRY
` _ fi \\ % ; --\ GE
EDGE g ---- r ------------------r DISTANC E
DISTANCE''.,. ; •.•. OPTIONAL 7 I \
52 i i 88 69 PANIC BAR — \ i \\\ I '\
-- ----
:. .
L_--i—______ -- r_1-__ _ -L__________________i_—_�___
' ------- — I I I � 13
' TYP.ANCHOR TYPE, •,•° 12 I I 251 I 64 65 OPTIONAL L__—_---- TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE r I 43 - 147 3-POINT LOCK I EMBEOMENTAND
DISTANCE PER SUBSTRATE, �.? '. 45 3 21 55 56 I I 4 22 I 60 EDGE DISTANCE PER
SEE TABLE 1,SHEET 1 I I OPTIONAL SUBSTRATE,SEE
1X OR 2X LAMI IG GLASS 43 -TABLE 1,SHEET 1
WOOD BUCKSTRIP, — ---
SEE NOTE 4,SHEET 1 O ..•
CONCRETE/CMU PER --- DADE APPROVED
v MULLION,FBC
ANCHOR REQUIREMENT I I COMPLIANT
•�• 59 DAYLIGHT EXTERIOR
"yyy'lll 43 128 X 3/4" 31 OPTIONAL 62 7 MIN.7"LONG 21 O ALUMINUM/STEEL
11T MAX. _j 57 OPENING WIDTH SMS EMBEDMENT FRAMING OR
STEELSTUD.MAY
- DOOR FRAME.WIDTH - BE VERTICAL OR
HORIZONTAL SECTION(DOUBLE DOOR) SUBSTRATE SEE
PROPERTIES,
TABLE 1,SHEET 1
DETAIL A2 DETAIL C2
INTO 2X WOOD INTO MASONRY EMBEDMENT
EMBEDMENT 6 1/2"
8 _ r------------------7r---�\ :; EDGE
EDGE DISTANCE 68 69 OPTIONAL j '\ DISTANCE ,I
52 / I PANIC BAR \ .:.•.`•
12 I I I TYR ANCHOR TYPE,
TYP.ANCHOR TYPE, 4 r---------1 I I
I jIGGLASS
EMBEDMENT AND EDGE
EMBEDMENT AND EDGE 145 I - I DISTANCE PER SUBSTRATE, _
DISTANCE PER SUBSTRATE, O I 3 I 21 I I SEE TABLE 1,SHEET 1 - -
SEE TABLE 1,SHEET 1 O I
Ir
CONCRETEICMU PER
CONCRETE/CMU PER O ANCHOR
�qu .1 ANCHOR REQUIREMENT I I REQUIREMENT
1P2°MAX -I 59 DAYLIGHT I 43 50 3 EXTERIOR
57 OPENING WIDTH
DOOR FRAME WIDTH V
HORIZONTAL SECTION
(SINGLE DOOR) oN.•••• •LYNN.Mi�''% Revised By. Dole: Revision:
"t..•Y30ENSF•... ; ®Commercial
Q-: ®Architectural Products Revised By. Dole: Revision:
NOTES: _* ND..58705 ` •'. .*.- CGI NW z WINDOWS
&TREE?DOORS.INC.
10100 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS,FOLLOW EMBEDMENT,EDGE DISTANCE AND SUBSTRATE _ MIAM4 FL as17z;(aDs)5ea�s9D. Description: Orow4 ay'
REQUIREMENTS PER TABLE 1,SHEET 1.ANY INSTALLATION OPTION SHOWN MAYBE USED.ALL ANCHOR HEAD TYPES ARE _ !/ y/LL120 -"`
ALLOWED. %-A''•• 4U.:: PREPARED BY:A.LYNNMILLER HORIZONTAL X-SECTION J ROSOWSKI
p .,..
STATE OF �(/ 1070 TECHNOLOGY DRIVE
ip FCORIDP.•'• \��� N.VENICE,FL 34275;(941)480-1500 7itle: Date:
2. ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL. ���`ss,• �C��. coPYwGHr®za2o STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16
UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX y/7 /ONAI. \%`` CGI WINDOWS 8 DOORS.INC.
AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK //'l I11 I I I\1%' LIMITED LICENSE TO MAKE Series/Model: Score: Sheet: Orowing No. Rev:
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A.LYNN MILLER,P.E. COPIES FOR PERMITTING. SE-3550 NTS 12 OF 19 MD-3550.2-LM A
P.E.#58705 CERT.OF AUTH.#29296
CONCRETE/CMU DETAIL D1 DETAIL D2 DETAIL D3 DETAIL D4
PER ANCHOR THRU 1X WOOD INTO WOOD INTO MASONRY INTO METAL
REQUIREMENT INTO MASONRY DADE APPROVED MULLION,FBC
EDGE 2X WOOD BUCKSTRIP COMPLIANT ALUMINUMISTEEL FRAMING
1X WOOD BUCKSTRIP,SEE - - DISTANCE OR FRAMING,SEE EDGE CONCRETEICMU PER EDGE OR STEEL STUD.MAY BE VERTICAL OR .
NOTE 2,THIS SHEET. ANCHOR NOTE 3, (�— ANCHOR REQUIREMENT DISTANCE HORIZONTAL.SEE SUBSTRATE EDGE
SHEET 1 DISTANCE PROPERTIES,TABLE 1,SHEET 1
DISTANCE
,EMBEDMENT
' d r EMBEDMENT
EMBEDMENT EMBEDMENT
12' 8 10 12' 12' 12'
MAX MAX. MAX. - MAX
6
TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, TYP.ANCHOR TYPE,
EMBEDMENTAND EMBEDMENT AND EMBEDMENT ANO EMBEDMENT AND
46 rT11 EDGE DISTANCE PER EDGE DISTANCE PER EDGE DISTANCE PER EXTERIOR EDGE DISTANCE PER
L SUBSTRATE,SEE SUBSTRATE,SEE EXTERIOR SUBSTRATE,SEE SUBSTRATE,SEE
LT-1r� 13 TABLE 1,SHEET 1 TABLE 1,SHEET 1 TABLE 1,SHEET 1 a. TABLE 1,SHEET 1
II II 52 12 52 52 52
- EXTERIOR
EXTERIOR ��_- NOTES: TABLE 14:
FIG 1: OH LENGTH
1 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS,FOLLOW EMBEDMENT, Water-Limited(+)DP 1)IF WATER INFILTRATION
EDGE DISTANCEAND SUBSTRATE REQUIREMENTS PERTABLE 1, Nominal SIII Part Max.(+)DP RESISTANCE IS DOORASSEMBLIES
SHEET 1.ANY INSTALLATION OPTION SHOWN MAYBE USED.ALL Limitations
- Height # Allowed REQUIRED,TABLE 14 INSTALLED WHERE THE
21
ANCHOR HEAD TYPES ARE ALLOWED. MUST BE USED TO 2 OVERHANG(OH)LENGTH
43 Overhang always required.
1/4' Not Rated DETERMINE THE WATER O IS EQUAL TO OR
43 2• ALL WOOD BUCKS LESS THAN 1-12°THICK ARE TO BE CONSIDERED IX Not available for Single Door sizes W
(Saddle 15 Tor Water LIMITED(+)OF. = GREATER THAN THE
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE Threshold) Infiltration Owr 39-1/2 x 97-34"Or Double = OVERHANG HEIGHT IS
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X .Door sizes over 75-112"x 9704', 2)IF WATER INFILTRATION O EXEMPTED FROM WATER
VERTICAL ARE 1-1/2•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL 1/2• WateNimiled to a positive Design RESISTANCE IS NOT
DAYLIGHT BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. (ADA Threshold) INFILTRATION
14&16 +20 psf Pressure of psf for Single REQUIRED ORAN RESISTANCE.
OPENING SECTION WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF OVERHANG IS AS PER FIG
HEIGHT DOOR THE ENGINEER OR ARCHITECT Door sizes over 394/27 x 97-34"or ECT OF RECORD. 1-1/2° 14&17, +50 psf Double Door sizes over 75-1/2'x B USED.THRESHOLD MAY
BE USED.
*SEE SHEET 17 FOR REQUIRED ATTACHMENT OF THRESHOLD ANGLE 1 3" 114&18 +80 psi 97-3/4•,
FRAME/ DETAIL E1
OVERALL INTO MASONRY DETAIL E2 T- r 2B3°
TYP.ANCHOR TYPE,EMBEDMENT 2 921' * 1j .050'
2 REFER TO TYP.ANCHOR TYPE, INTO WOOD AND EDGE DISTANCE PER 1.421"
SHEETS 18&19 EMBEDMENT AND SUBSTRATE,SEE TABLE 1,SHEET 1 .063'
OPT.10'ADA FOR MIN.THRT SUGE BSTRATE.SE PER .063'
BOTTOM REQUIREMENTS SUBSTRATE,SEE #18 SHOWN
TABLE 1,SHEET 1 18 #1" ALSO APPLY 2.239 -+j 2.239' 2.032'
RAIL,#19. 61 B,63B,66B,
(STANDARD 708,.OR 72B 1/2"MAX SHIM OR 5 KSI CONSTRAINTS ON PARTS 15.18, 18 R DESIGN PRESSURE3" COVEROLD 17 1-1/2"OVERHOLD 16 ADA ORESRHOLD
BOTTOM RAIL �^I- "n-'
SHOWN) I I NON-SHRINK, I I SEE TAB LE 14,THI
I OPTIONAL NON-METALLIC GROUT, I I Y.«�Ii§rF (3"TOTAL SILL HEIGHT) (1-12'TOTAL SILL HEIGHT) (12°TOTAL SILL HEIGHT)
Revised B Dote: Revision:
5 BUG FLAP FULL LENGTH �� oN.......NJyj yy. y
L� T'
SADDLE 45 y 3"=TOTAL `�� :•VYCENS�c' ��i Commercial
SILL HEIGHT Architectural Products15'THRESHOLD rTl - 'p �� Revised By: Dote: Revision:
1/4'HEIGHT I I'I I '- No..58705• CGI WINDOWS AND DOORS,INC.
) 14• 111 = k/ } ` *= 10100 NW 2crH STReer
Lh-e(wyycy�:� - MIAMI,FL 33172,,(305)5,3-6590 Description: Drown By:
�-� ••: (� 9J221'ZD U,/� PREPARED BY:A-LYNN MILLER VERTICAL X-SECTION J ROSOWSKI
.y " EMBED- _ EMBED- %0�'., STATE OF 1070TECHNOLOGYDRNE
>• '.r• , .. MENT MENT ���,�SS,�COR1Op;.•�`G\�� N.VENI� GHT®841)2020e0.160D Title: Data:
='`r'v• I /JaNAL EY�� cGIN1NDOWs&DOORs,INc. STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16
CONCRETEICMU'PER '.•(-� DISTANCE•'i 2X WSEE ANCHOR NOTEF AMING, EDGE 7jTTIIIIl1Y COPED FOENSETO MAKE
Series/Model: Scale: Sheet: Drawing No. Rer.
ANCHOR REQUIREMENT DISTANCE A.LYNN MILLER,P.E. SE-3550 NTS 13 OF 19 MD-3550.2-LM A
P.E.#58705 CERT.OF AUTH.#2o298
CONCRETEICMU PER
TYP.ANCHOR TYPE,EMBEDMENT ANCHOR REQUIREMENT - DETAIL H DETAIL
AND EDGE DISTANCE PER EDGE THRUIXWOOD REINFORCEMENT#11 OR#23 TRANSOMTO
SUBSTRATE,SEE TABLE 1,SHEET 1 DISTANCE EMBEDMENT INTO MASONRY REQUIRED FOR ALL DOORS 23 STOREFRONT WINDOW
DETAIL F NO REINFORCEMENT USING GLASS TYPES C OR F
. INTO MASONRY REQUIRED IN JAMBS 1/4'NUT&BOLT,24°MAX. ATTACHED
••� r,?. r? EMBEDMENT EDGE •` ATTACHED TO FROM TOP OF FRAME, --�T STOREFRONT
DISTANCE".t; SUBSTRATE REQUIRED FOR TRANSOM jj WINDOW, I
.iL-- HEIGHTS OVER 22-1/4' II SEE SEPARATE I
49 II APPROVALFOR
1/2° JI II SPECIFICATIONS
MAX TYP.ANCHOR TYPE, 20 IN II
29 #10 X 3/4'PH SMS,3° I II
:.
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, FROM EACH END
AND 8-1/6°MAX D.C.
48 SEE TABLE I,SHEET I ----------
r[� ________--1
24 1XOR2X WOOD BUCKSTRIP, I�� —�
SEE NOTE 4,SHEET 1 I I EXTERIOR I I I
CONCRETFJCMU PER •' II 9 ,I-L, II ——
ANCHOR REQUIREMENT I
EXTERIOR THIS DOOR SYSTEM ��"—`� V/ COMPATIBLE
' CGI-COMMERCIAL
TRANSOM a VERTICAL MAY BE USED WITH I 8 33
HEIGHT ANY COMPATIBLE —►i 1/2°MAX. STOREFRONT WINDOW
SECTION CGI-COMMERCIAL SYSTEM
STOREFRONT TRANSOM WIDTH
(TRANSOM) WINDOW SYSTEM HORIZONTAL SECTION HORIZONTAL SECTION
(SS3520 TRANSOM
SHOWN AS EXAMPLE) (TRANSOM JAMB) (TRANSOM TO STOREFRONT WINDOW)
REINFORCEMENT#11 OR#23
20 32 34 11 REQUIRED FOR ALL DOORS
USING GLASS TYPES C OR F -
9 � 1/4°NUT$BOLT,24' 13/4°
MAX FROM EACH ——————— �{ 1.223° �I 1.110°OVERALL 8 10 END AND 24°MAX O.C. __ ATTACHED
HEIGHT STOREFROtJT�
_ II WINDOW, I
DETAILJ 13/6 ; 11 SEE SEPARATE I
0",
11APPROVALFOR
8 10 SPECIFICATIONS
REINFORCEMENT#11 I I�`— I 4.641, 4.660'
46 IREQUIRED FOR ALL I IN � — -------`11 DOORS USING GLASS 21 4J____--
II I� DETAIL G TYPES CORF _________� .125' .189°
�L
A I 1�1� 3
VERTICAL SECTION
II
.J�_. (DOOR HEAD)
DOOR EXTERIOR O __—__—__ 11 ALUMINUM 23 FID ALUMINUM
FRAME 1 43 REINFORCEMENT REINFORCEMENT
HEIGHT
21 HORIZONTAL SECTION
43 (DOOR TO STOREFRONT WINDOW)
tall 111//,
NOTES: ,\ `` •N ij� Revised By: Date: Revision:
1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS,FOLLOW EMBEDMENT, ,`'\ .-'•410ENS�c � ®Commercial JR 09/15/20 ADDED PARTS#24,#481'
EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, ®Archltoctural Products
SHEET 1.ANY INSTALLATION OPTION SHOWN MAY BE USED.ALL '.p Revised By: Data: Revision:_
ANCHOR HEAD TYPES ARE ALLOWED. .�.: NO.58705 ` *= ,'o uWINDOWS
IW 2 TH�ET DOORS. -
EXTERIOR 2'ALL WOOD BUCKS LESS THAN I-1/2°THICK ARE TO BE CONSIDERED 1X - -� — MIAMI,FL 33172;(305)5035500 Description:
Drawn By:
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE �A 9/�2/ZD /U� PREPARED BY:A.LYNN MILLER TRANSOM X-SECTION JROSOWSKI
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X O STATE OF �(/� '1070 TECHNOLOGY'DRIVE
ARE EDESIGNEDICK OR TOPROPERLYTRANSFERLonlisToTFIESTRUCTU(WHEN USED)SHALL /����SS1'.... ..F;.•�`G,`��` N•VENICOPYRGHT®o20206o-1fi00 STOREFRONT ENTRANCE DOOR DETAILS-LMF635/16
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF '�//�0NAL t�t�� CG LIMWINDITED
S&DOORS,TO MAKE Series/Model: Scale: Sheet: Drawing No. Rev:
THE ENGINEER OR ARCHITECT OF RECORD. COPIES FOR PERMRTING.
A.LYNNMILLER,P.E. SE-3550 NTS 14 OF 19 MD-3550.2-LM A
P.E.456705 CERT.OFAIr1H.#29288
9116"LAMINATED 9/16°LAMINATED
1/4"ANNEALED GLASS STACK 1/4"HEAT- GLASS STACK
GLASS STRENGTHENED
GLASS 1/4"HEAT SILICONE HOT-MELT BUTYL
.090"SG 1/4"ANNEALED .090"PVB ,STRENGTHENED - STRUCTURAL
GLASS SILICONE
- _ 43 GLASS - STRUCTURAL 3/16"NOM.
Sil POLYISOBUTYLENE 1/4"NOM. FOAM
' 11/16"GLASS 11/16"GLASS WITH DESICCANT WITH
BITE BITE DESICCANT
INT.GLASS - ' IN_T:GLASS
40 q0
EXTERIOR EXTERIOR
- - EXT.GLASS EXT..GLASS
GLASS TYPE A GLASS TYPE B
36 KODISPACE@ 4SG TPS 37 SUPER SPACERO NXT TM
9l16°LAMINATED I I I GLASS STACK -
{� 9116"LAMINATED GLASS STACK
1/4"HEAT- I GLASS STACK 1/4"ANNEALED
STRENGTHENED GLASS ALUMINUM
GLASS .. 7/16"AIRSPACE - REINFORCEMENT.
-1/4°HEAT- POLYI50- - DESICCANT FILL AREA
.090,SG .090"SG 1/4°TEMPERED
STRENGTHENED BUTYLENE
43 GLASS 43 - GLASS 5116"NOM. SEAL 5/16"NOM.
11/16"GLASS 44 - 11/16"GLASS DESICCANT It.1
ICONE SEAL
BITE BITE 'FOAM ROLL-FORMED
STAINLESS STEEL
INT.GLASS
40 41 • - INT.GLASS
39
EXTERIOR EXTERIOR
EXT.GLASS .GLASS
GLASS TYPE C GLASS TYPED
3e DURASEA&SPACER 3s XL EDGETAI SPACER
1-3/16"I.G.
9/16"LAMINATED J �� GLASS STACK 9/16'LAMINATED J ��. GLASS STACK
GLASS STACK I GLASS STACK
1/4"HEAT- 1/4"HEAT-
STRENGTHENED STRENGTHENED
GLASS 7118"AIRSPACE _ GLASS 7/18'AIRSPACE
.090"PVB 1/4"TEMPERED .090"SG 1/4°TEMPERED
GLASS GLASS
43 43
11/16"GLASS 11/18"GLASS
BITE 44 BITE 44
11111111!// '
,• 41 41 `\\� ON••.•„•nl /vyyj� Revised By: Date: Revision:
39 39 ,� �. NsF ,; ®Commercial
EXTERIOR EXTERIOR Z Q'�;•• •','f7 m Architectural Products Revised By: Date: Revision:
No.58705 \ •, *= CGI WINDOWS ANO DOORS,INC.
Y-' _ = 10100 NW 25TH STREET
GLASS TYPE E GLASS TYPE F �{ MIAMI,FL 33172;(305)593-6590 Description: Drawn By:
9/22/21 G
�� L• 1(/; PREPARED BY.A.LYNN MILLER GLAZING DETAILS J ROSOWSKI
'.Q STATE OF ; Q/ 1070 TECHNOLOGY DRIVE
CE,FL
1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED DOOR PANEL AND TRANSOM SIZES. �ES: ii��sS•+°COR19P:•• G.\��� N.�NICOPYR G2HT O�BO.1600 Title: Data:
y�/7j0NAL�1\\ CGI WINDOWS&DOORS,INC, STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16
°PVB"=A90"TROSIFOLS PVB INTERL ER B K RARAYKURARAY ERICA,A,INC.
11!1 I 11111 LIMITED LICENSE TO MAKE Series/Model: Scole: Sheet: Oro wing No. Rev:
°SG°=.090"SENTRYGLASS INTERLAYER'BY KURARAYAMERICA,INC. - A LYNN MILLER,P.E. COPIES FOR PERMITTING. SE-3550 "No": 15 OF 19 MD-3550.•2-LM A
P.E.#58705 CERT.OF AUTH.#29298
TABLE 15, I -
Item CGI Pert# Dascrlp0on Material 4.625" 4.626° ►{
5.744" •6.874 �{ I"•
a L,.� I
1 CGIC-026 Door Lee}Head Rail 6063T6 Alum. I
2 CGIC-027 Door Leaf Bottom Rail 6063-T6 Alum.
3 CGIC-028 Active Door Stile 606315 Alum. .125" 1.555°
4 CGIC•031 Inactive Door Stile 6063TB Alum. 1.686' .120" 1.686" .145" 1.750' 1.750'
5 CGIC-077- Door Rail Filler 6063T8 Alum. -
6 CGIC-003 Flat Snap Corer 6063-TS Alum. -►I-
7 CGIC•032 Lock Stile Backer Plate 6063T6 Alum. }r .100"
8 CGIC-014 Door FramoHead/Jemb 6063T6Alum. O PANEL •100 J O PANEL •125° OPANELSTILE,- O PANEL STILE, O RAIL
9 CGIC-044 Transom Jamp Adapter 606348Alum. TOP RAIL BOTTOM RAIL HINGE HINGE/INACTIVE U-CHANNEL
10 CGIC-013 IDoor Fmme Head/Jamb B089-T6 Alum. -
11 CGIC-021 Door Alum.Reldomement 6063-76 Alum. I+ 4.968" 3.309" �-•�-- 4.968"
12 CGIC-01B Door Stop Cover 606378 Alum. 4 192°
13. CGIC-017 Door Stop Base 6063T8 Alum;- �JII 1.470° .125° -►•-� T
14 CGIC-050 Bumper Threshold 6063-T6 Alum. 094" - Tl
15 CGIC-054 Saddle Threshold 6063TS Alum. 1 " u u -618° .125" 1.750' J0114"
.125"16 CGIC651 1/2"ADA Threshold Cofer 6063-TS Alum. .188° 1.750"
17 CGIC-052 11l2"Threshold Cover 6063T6 Alum. 250 .360' -18 CGIC-053 3°Threshold Cmr 6063T6Alum., ,342"OFLAT OLOCKSTILE DOORJAMB/ RANSOM DOOR
19 CGIC-015 10°Door Bottom Rail(ADA Compliant) 6063'IG Alum. 67 10
20 CGIC-005 1 3116-LIG Glass Stop 6D63T6 Alum. BACKERPLATE SNAP COVER FRAME HEAD BASE HEAD
21 CGIC;078 11 3/16"LIG Door Glass Stop 6063T8 Alum. - '
22 CGIC•037 9H6'Leml Door Glees Stop 60fi3T8 Alum. ''I 1.391" _4.740" ' 2.185" .108°
23 CGIC-022 HD Alum RelNomement 606376 Alum. 2.058° �I
24 CGIC-04B 1 31i6"DG Transom Glass Stop 6063T6 Alum. � Ii I{� 4.160° -ICI
25 CGIC-030 Acthe Door Stile(Lock Side M 6063-TB Alum. 0 •610" .575" J---�- -I -1.121" •06�" p75• �070"
26 CGIC-036 Sheerhlock 6063T6 Alum. ��77�'' - 1- .500" I TT
27 CGIC-018 Door Stop Cover 6063TB Alum. .050" -� } " .JT .063' 229"
02 1 .fi30" -►-
28 CGIC-0 Pocket Filler 6063T6 T
Alum. �I I}
29 CGIC-001 Head/Sill/Jamh 6D63-T6Alum. O DOOR O DOOR O BUMPER O SADDLE O TRANSOM O GLAZING LEG,
31 CGIC-G95 ResidentialAstmgal 6D63TBAlum. 12 STOP COVER 13 STOP BASE 14 THRESHOLD 15 THRESHOLD 20 BEAD,9/16" 21 IG BEAD
32 CGIC-202 Horizontal Pocket Filler 6063-TS Alum.
33 CGIC-212 Door Tmmson Adapter 606316 Alum. - 125" L.� I 4.193"
34 CGIC-204 1 3/1 'U Glass Stop 60fi3TB Alum. 4.615° I 3.592° -�I - _ 5.000"
35 CGIC-205, 1 3I16°UG Glass Stop 6063-T6 Alum. -1 10.000"
38 Kommeding KodiSpace 4SG TIPS Spacer System �, 1.485° .125°
37 Quanex Super Spacer nXr With Hot Melt Butyl See Sheet 15 for 1.398' 1.453"
38 Quanex Duraseal Materials 1.750" Li�
.610" T .
39 Cardinal k.Edge Spacer TT .050" --1
40 MISC-127 Lam[Setting Blocks For Panel MISC F .188" } 094" J 1.750"
lu
41 MISC-128 UG Selling Blacks For Panel(BOX1875) MISC I •094"
43 GSKT-020 Gluing LeglGlass Stop Weatherstdp .GASKET 25 PANEL STILE, 26 DOOR 27 DOOR NARROW 2S TRANSOM ;FI
WNDOW44 SILC-131-132Dow-791,983Backbedding SIUCONA LOCKING/ACTIVE SHEAR BLOCK STOP COVER GLAZING ADAPTERE RAME
45 -GSKT-020, Threshold,Door Stop Base,Astragel Bulb Gasket Flex PVC 70
46 GSKT-197 Bugsweep Weatherstrip - GASKET �.II ago"�•�-
47 GSKT-033 Acthe Panel Weatherstdp Gasket 8' GASKET F5.000" ►1 Y
1.100" 4.597"48 CGIC-201 Head/SIIVHodzonlal 6063-TS Alum. I J •159"49 CGIC-203 Flat Filler Plate(used With nonrein(.mullion) 6083-TS Alum. 575• .094' .094"
51 SCRW-010 StorafroN/Door Frame Screw,#12 x 1-1/2"Hex Washer Stainless Steel 1.453° 1.250°
52 SCRW-019 Doer Stop Base And Glazing Leg Screw#10 x 3/4"Ph. Stainless Steel 2.000' � .867° } r -.--I 1 688" �•�-
53 SCRW-025 Threshold Angle Clip Scr-#6 x 31W Ph. stainless Steel 050° I #I
54 SCRW-041_Shearblock SO Screw(Box 20D0)114"x 1-11T Ph. stainless steel DOOR NARROW T- HORIZONTAL
55' SCRW-D39 Door Panel Assembly Bolt 5/16"-18 x 1° Stainless Steel .094" 30 31 ASTRAGAL 32 33 TRANSOM ADAPTER 19 10"BOTTOM
56 SCRW.040 Door Panel Assembly Nut 5li6"-18Hez Stewesssteel 48.HEAD/SILLIHORIZONTAL STOP BASE _ ADAPTER RAIL
57 HING-074 Regent Butt Hinge Swage With Scn Stainless -
58 HING-075-038 Regent Hinge Backing Plate W Notch(For Frame) 608376 Alum. \� Revised 8y: Date: Revision:
59 SCRW-076 Regent Hinge Backing Plate Serevr#12-24 x 1/2"Ph. stainless Steel 4.192" ��� ��N.• '%/� �i�-
74 SDRw-265 #e x 518"Ph.PH Screw,Bugsweep Stainless steel94" r ,454" . '�. VtCENSF'••.( Commercial JR 09/15/20 ADDED PARTS#481
-1. PARTS.30,42&50 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 11 �®Architectural Products
Q-; ••.'p Revised By. Dote: Revision:
2. FOR PARTS 60-73,SEE HARDWARE BOM ON SHEET 19. No.58705 CGI WINDOWS AND DOORS,INC.
3. ADDITIONAL EXTRUSIONS ON SHEETS 13,14&17. 10100 NW 25TH STREET
��ayr y MIAMI,FL33172:(305)593-6590 Description: Drown By:
FLAT FILLER PLATE (/ 9/22�2 = PREPARED BY:A.LYNNMILLER gOM&EXTRUSIONS J ROSOWSKI
49 (USED WITH NON-REIN F.MULLION) ��0 STATE OF <(/` 1070 TECHNOLOGY DRIVE
k%••FZORIOP••••('y�=�� N.VENICOPYRIGHT®941)202080-1 80 0 Title: Dore:
ONALLE;,�� C IIMWIINDOWS&DOICENSE TORS.IN STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05R16
A.LYNN MILLER,P.E. COPIES FORPERMITTING. SE NTS 16 OF 19 MD-3550.2-LM A
I P.E.#58705 CERT.OF AUTH.#29296
51 26
54
' 56 6068-T6 ALUMINUM HINGE
Sg BACKER PLATE AT EACH
I �� HINGE LEAF,0.250"THICK
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FRAME DETAILS, 01 a VM2"
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EXTERIOR
55
EXTERIOR 01
it 1.462" f— DOOR SLAB 1-1/2'
'
DOOR 1.121" DETAILS a°
REGENT SERIES 4001 BUTT
HEADER 062° 1.070" 57 HINGE,B°FROM EACH END AND
} :u52" —�� OMAX.26"O.C.;0.13a"THICK
F1
FRAME DETAILS, O DOOR 24 TRANSOM I -
n DOOR, BEAD,9/16° BEAD,1-1/4" 7
3.853'
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OLAMIBEAD
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35 LAMI IG BEAD (((I
54 FOR BEADING
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11001 PLATE ARE NOT SHOWN.
14LYN
N yyyy Revised By: Date: Revision:
Commercial
I Q� o Architectural Pmducls Rovised By. Dare:
N0.58705 Y Revision:
�`l I CGI WINDOWS AND DOORS,INC.
,• *= 10100 NW 25TH STREET
MIAMI,FL 33172;(305)5938590 Oesenption: Drawn By:
75 U -
�_�!: 41� PREPAREDBY;ALYNNMILLER CORNER DETAILS J ROSOWSKI
STATEOF ' 14/-Z 1070 TECHNOLOGY DRIVE
b b THRESHOLD ��,`c�`s$;ooR!°. 10Z N.VENICE,FL COPYRGHT0g202080.1600 STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16
GI WINDOWS&DOORS,INC.
ANGLE ///1I NAM\\\\ CLIMITEDUCENSETOMAKE Senes/Model: Scale: Sheet: Orow(ng No. Rev;
(1-3/4°WIDE) COPIES FOR PERMII"fING.
A.L1'NNM5 705 P.E. SE-3550 NTS 17 OF 19 MD-3550.2-LM A
' P.Etl5B705 CERT.OFAl1TH.#2929e
LOCK OPTION#1 LOCK OPTION#2 LOCK OPTION#3(RESIDENTIAL)
(MAX.DP OF+90.0/-120.0) I (MAX.DP OF+90.0/-120.0)
I I (MAX.OP OF+90.0/-120.0)
FOR ALL LOCK FOR NON-ACTIVE
60 2 POINT PANIC SLABS:
ALL SLABS I 82 2-POINT ANIC BARB ALL SLABS I O 3 POI O SLAB:R ACTIVE NT OCK YST M 65 2 POI SLAB.
2-POINT LOCK SYSTEM
REGENT SERIES 5770 VON DUPRIN SERIES 3347 REGENT SERIES 206.2-3P REGENT SERIES ML207-TT-2PT
OPT.KEY OPERATED ON EXT. I OPT.KEY OPERATED ON EXT. I LEVER WITH KEY ON EXT. INT./EXT.LEVER
OPT.KEY/THUMB-TURN ON INT. OPT.KEYITHUMB-TURN ON INT. LEVER WITH THUMB-TURN ON INT. -
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61 5 8PP L CLMAN LATCH
SLABS: i 63 5 8PPN0T LAT HTOF �SLABS: TOP LATCH FOR ALL• I 5 8 SLABS:
•THROW BOLT LATCH
ALL I ALL
SLABS I' SLABS I
ACTIVE I ACTIVE I
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1 B BOTTOM LATCH FOR ALL SLABS: I 63B BOTTOM LATCH FOR ALL SLABS: 6B BOTTOM.LATCH FOR ALL SLABS:
11/16°THROW BOLT LATCH I 5/8'PNOT LATCH j 11/16'THROW BOLT LATCH
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Part Lock Hardware Description
# Option# Revised By: Dote: Revision: ��� N ••LYJVIV,('
60 Panic Bar Hardware Kit,Regent 5770 `���0••�tOENSF:n/���i,
9 ®Commercial
61A 1 Top Latch Kit for#60
•Architectural Products Revised By. Date: Revision: Q;'• .••�
61B Bottom Latch Kit for#60 CGI WINDOWS AND DOORS,INC. `*• ND.58705 *-
62 Panic Bar Hardware Kit,Von Dupdn 3347 10100 NW 25TH STREET _
63A 2_ Top Latch Kit for#fire MIAMI,FL 33172;(305)593A590 DeseriPti°n: - - Drawn By:
PREPARED BY:A.LYNN MILLER HARDWARE A - J ROSOWSKI = : "``/2a
63B Bottom Latch Kit for#62 1070 TECHNOLOGY DRIVE .510 STATE OF
64 3•Poinl Lock Hardware Kit,Regent 206.2 N.VENICE,FL34276;(941)480-1600 Title: Dote: �'��(•'• "40RIOP.•'•G\=�`
65 3 2-PoInTLOck Hardware Kit,Regent ML207 cGI WMOOVV HTC 20s INC. STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16 �''is91ANAL
66A Top Latch Kit for#64&65 LIMITED LICENSE TO MAID Senes/Model: Scale: Sheet: Drawing N°. Rev: //l/f i r i I I111
668 Bottom Latch Kit for#64&65 COPIES FOR PERMrMNG. SE-3550 NTS 180F19 MD-3550.2-LM A A.LYNN MILLER,P.E.
CERT.OF ALUH.#29298 P.F-#69705
LOCK OPTION#4(COMMERCIAL) LOCK OPTION#5(HD COMMERCIAL) LOCK OPTION#6
(MAX.OP OF+90,0/-120.0) (MAX.DP OF+90.0/-100.0) (MAX.DP OF+90,0/-100.0)LOCK FOR ACTIVE .. ..
LOCK FOR ALL SLABS:
67 3-POINT LOCK SYSTEM S: 88 2-POINT LOCK SYSTEM LOCK FOR NON-ACTIVE SLABS: i 67 OCK FOR POINT LOCK SY TEM SLABS: 68 LOCK FOR 2-POINT LOCK SYSTEM SE SLABS: i TI 2-POINT PANIC BAR,ALL SLABS
REGENT SERIES 2222 - REGENT SERIES 2-PT-L �. REGENT SERIES 2222 •REGENT SERIES 2-PT-L - 'JACKSON SERIES XXXX
KEY OPERATED ON EXT. - .KEY OPERATED ON EXT. I KEY OPERATED ON EXT. KEY OPERATED ON E)Cr OPT.KEY OPERATED ON EXT.
THUMB-TURN ON INT. - THUMB-TURN ON INT. THUMB-TURN ON INT. THUMB-TURN ON INT. OPT.KEY)THUMB-TURN ON INT.
O O _ - O _ I
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9®TOP LATCH FOR ALL SLABS: _I -
_. 112'THROW BOLT LATCH
LATCH FOR ALL SLABS: I ALL ®TOP LATCH FOR ALL SLABS:
I BOLT GUIDE BLOCK- I SLABS
5/8'THROW BOLT LATCH I JACKSON:BOLT GUIDE BLOCK
.
i ACTIVE 1/2'THROW BOLT LATCH -
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STYLE MAY _ I. STYLE MAY
DIFFER FROM I' _ - _ DIFFER FROM
�• SHOWN - j SHOWN I
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4 i 4 i U Lj
I OB BOTTOM LATCH FOR ALL SLABS: I
I BOLT GUIDE BLOCK 1 2B BOTTOM LATCH FOR ALL SLABS:
• 'j 11/16°THROW BOLT LATCH' j JACKSON,BOLT GUIDE BLOCK
1/2°THROW BOLT LATCH
98 BOTTOM LATCH FOR ALL SLABS: -
112'THROW BOLT LATCH
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73
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Part. Lock - 1 - REQUIRED FOR DOOR FRAME HEIGHTS I REQUIRED FOR DOOR FRAME HEIGHTS
Hardware Description OVER 97-3/4'OR DOOR FRAME WIDTHS- OVER 9M/4`OR DOOR FRAME WIDTHS
At OpHOn# - - OVER 39-1/2'(SINGLE)OR 75-112°(DOUBLE). - OVER 39-1/2'(SINGLE)OR 75.11T(DOUBLE). '
67 3-Point Lock Hardware Kit,Regent 2222
68 2-Point Lack Hardware Kit,Regent 2-PT-L Revised By: Dote: Revision: "�\\ NLY fqAj
69A 4 Top Latch Kit for#67&68 ,®Commercial
69B Bottom Latch Kit for#67&68 - •Architectural Products Revised By: Date: Revision: ••'�
67 3-Point Lock Hardware Kit,Regent-2222 - CGI WINDOWS AND DOORS,INC. `,* No.58705
68 2-Point Lock Hardware Kit,Regent 2-PT-L _ 10100 NW 25TH STREET ' � yl!������'
5 MIAMI,FL 33172;(305)693A590 Description: - grown By: �'O't_w'r►-v✓�� f LLB
70A Tap Latch Kit for#67&68,with Bolt Guide Block HARDWARE B J ROSOWSKI ;�1 9/22/20
PREPARED BY:A.LYNN MILLER
70B Bottom Latch Kit for#67&68,with Bolt Guide Block 1070 TECHNOLOGY DRIVE Q STATE OF
71 Panic Bar Hardware Kit,Jackson N.VENICE,FL 34275;(941)480-1600 Title: Dote: ��'•FCORIDP.•'G�=�
72A Top Latch Kitler#71 with Jackson Bolt Guide Block. COPYRIGHT®2020 STOREFRONT ENTRANCE DOOR DETAILS-LM 03/05/16 '�i`''S/
6' CGI WINDOWS&DOORS,INC. �// ANAL \\\
72B Bottom Latch Kit for#71 with Jackson Bolt Guide Block LIMITED LICENSE TO MAKE Series/Model: Scale: Sheet: Growing No. Rev: /!1 I I I,
I
73 Aluminum Sill Reinforcemen(Fiala,fi° - COPIES FOR PERMrMNG. SE-3550 NTS 19 OF 19 - IVID-3550.2-LM A A.LYNN MILLER.P.E.
- CERT.OF AIITH.#29298 - P.E#58705