HomeMy WebLinkAboutConstruction Plan; Window ReplcaementLOCATION MAP
NOT TO SCALE
GENERAL NOTES:
CODES AND STANDARDS
1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:
1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 7TH EDITION; 2020, ASCE 7-16, ASD, &
AISC
2. DRAWING NOTES:
2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL
VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE
OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE
CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT.
2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND
ENGINEER BEFORE PROCEEDING WITH ANY WORK.
3. SECTIONS AND DETAILS:
3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE
SHOWN.
4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY
THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER.
5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING
THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OF -RECORD IN WRITING OF SUCH
OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION.
IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD
RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF
RECTIFYING THE SAME.
6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM
FIELD MEASUREMENTS AND EXISTING DRAWINGS.
CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION
ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, °GENERAL° NOTE 1 ABOVE ,
SHALL ALSO APPLY.
DEMOLITION:
1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS
ACTIVITIES WITH ALL THE APPROPRIATE SUB -CONTRACTORS AFFECTED BY THIS AREA
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS
THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD.
3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE
START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE
LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON
THE PLANS.
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WINDOW REPLACEMENT - UNIT 708
UNIT 9
TYPE - B
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UNIT LOCATION
UNIT 7 L
TYPE -A TYPE
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.KEY- BUILDING FOOTPRINT
NOT • SCALE
BUILDING EXISTING NOTES'
1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING
CONDITIONS AND INTERFERENCES.
2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE
OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS.
3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO
INDICATED ON THE PLANS WITH THE OWNERS APPROVAL
4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING
FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES
FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL FIELD MEASURE EXISTING CONDITIONS
PRIOR TO FABRICATION OF ALL MATERIALS.
5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR
SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER
QUALITY AND/OR GREATER QUANITIY, STRENGTH OR SIZE INDICATED, SPECIFIED
OR NOTED SWILL BE PROVIDED AND APPROVED BY EOR.
DIMENSIONS:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST
DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL
AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER
WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS
CONNECTIONS AND ELEVATIONS.
2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND
INSTALL
ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND
SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND
OSHA REQUIREMENTS.
3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE
WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL
STRUCTURAL DESIGN CRITERIA:
MEAN ROOF HEIGHT
WIND LOAD
WIND VELOCITY
WIND VELOCITY
EXPOSURE
Qz
Kd
Kz
REDUCTION FACTOR
ROOF SLOPE
INTERNAL PRESSURE COEFFICIENT
RISK CATEGORY II
OCCUPANCY
CONSTRUCTION TYPE
130,
FBC 2020 7TH EDITION & ASCE 7-16
165 MPH; ULTIMATE WIND SPEED
128 MPH; NOMINAL WIND SPEED
°D ENCLOSED DESIGN
88 PSF
0.85
1.48
0.6
FLAT
+/-0.18 PER .TABLE 26.11-1
RESIDENTIAL R-2
V
GENERAL COMPONENTS AND CLADDING NOTES:
1. WINDOW TO BE INSTALLED PER PRODUCT APPROVAL
AND MEET THE DESIGN PRESSURES STATED BELOW:
ZONE
TRIBUTARY
AREA
WINDOW
7YPE
WIND
PRESSURE
A
20 SOFT
1 1
+60/-60
SCOPE OF WORK
1. MOBILIZE
2. REMOVE & DISCARD EXISTING WINDOW
3. INSTALL NEW WINDOW PER PLANS
4. DEMOBILIZE
SHEET
DESCRIPTION
S-1
COVER SHEET & NOTES
S-2
UNIT LAYOUT & SCHEDULE
S-3
DETAILS
S-4
NOA PRODUCT APPROVALS
S-5
NOA PRODUCT APPROVALS
TOTAL - 5
WINDOW REPLACEMENT
HUTCHINSON ISLAND CLUB -UNIT 708
10410 OCEAN DR OCEAN DR
JENSEN BEACH, FL 34957
rmo s M
ENGINEERING
CIVIL - STRUCTURAL • .MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4601
www.CS;E.NET
CERTIFICATE OF AUTHORIZATION: 29057
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SCHEDULE:
DESIGNATION
APPROX OPENING
TYPE
QUANTITY
REMARKS
MANUFACTURER
PRODUCT
EVALUATION
EXPIRATION
MAX. DESIGN
SIZE (WxH)
APPROVAL NO.
AGENCY
DATE
PRESSURE
tO
72c46
HORZ. ROLLER
1
5/16- LAMI., IMPACT
PGT
NOA 20-0406.04
MIAMI DADE
08-23-2023
+65 PSF 1 —65 PSF
WINDOW LOCATION
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EXISTING UNIT FOOTPRINT
SCALE: 1/4" = 1'-0"
WINDOW REPLACEMENT
HUiCHINSON ISLAND CLUB -UNIT 708
10410 OCEAN DR OCEAN DR
JENSEN BEACH, FL 34957
rm ro m
ENGINEERING
CIVIL • STRUCTURAL - MARINE
CSM ENGINEERING, LLC
208 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220•4601
www.CSM•E.NET
CERTIFICATE OFAUTHORIZATION: 29057
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1/2" GYPSUM WOOD BOARD
PT. WOOD FURRING (AS REQ'D)
PT. WOOD BLOCKING
PER PLANS (AS REQ'D)
WINDOW/DOOR FRAME PER PLANS
PROPOSED WINDOW/DOOR
(SEE PLAN FOR SIZE)
TRIM
LASHING/SEALANT SHALL EXTEND TO THE SURFACE
)F THE EXTERIOR WALL FINISH AND SELF -ADHERED
'LASHING SHALL COMPLY WITH AAMA 711.
STUCCO FINISH
8" C.M.U. PER PLANS
CONC. FILLED CELL.
TYPICALL WINDOW/DOOR JAMB FLASHING DETAIL
SCALE: N.T.S.
BUCK INSTALLATION NOTES (AS REQ'D)
1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST
APPROVALS AND RECOMMENDATIONS.
2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS
OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY
ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FLORIDA. BUILDING CODE, BUILDING
& EXISTING; 7TH EDITION; 2020
3. WINDOW BUCKS ARE TO BE 1X6 OR 1x8, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS.
BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESIVE. FOR
DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER.
4. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO
CONCRETE. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED
FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION.
5. BUCKS TO BE, FASTENED, HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND
COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING
DIMENSIONS.
uA11n111ov no nn111pin
WINDOW/DOOR BUCK ANCHORAGE
WINDOW REPLACEMENT
HUTCHINSON ISLAND CLUB -UNIT 708
10410 OCEAN DR OCEAN DR
JENSEN BEACH, FL 34957
rm s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
CSM ENGINEERING, LLC
2OB SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.Z Z O.4601
WWW.CSM•E.NET
CERTIFICATE OF AUTHORIZATION: 29057
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MIAPODADE NIIAM-DADS COUNT1;TLORMD
0 I%ODUCTCONTROL SECTIOV
11505`SW 26 Sueet.Room 208
DEPARTS ENI OF-REOIILATORY AND ECONONDC RESOURCES:(RER) hfim iL FI.A& 33175,2474
NOTICE OF ACCEPTANCE (NOA) trw...iu.id.d,noE qA! ift
PGT Industries, Inc,
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA :is being issued under the applicable rules and regulations ,governing the use of construction
materials. lie documentation 'submitted has been reviewed and. accepted by Miwni-Dade Comity RER -
product Control,Sectionto be used in Miami Dade Coumy aiid other areas where allowed by the Authority
Having Jurisdiction (A'HI).
This NOA shall not be valid affer the expiration date stated below. The Miami -Dade County Product Control
.Section (In Miami -Dade County) and'or the AHJ (in areas other than Miaini-Dade:County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or. material fails to perform
in the accepted manner, thetnanufaeturer will incur the expense of such testing and the,AHJ may immediately
revoke, modify, or suspcud the use of such product or matoiial wtithm their julisdiction. RER rescn'cs the
right to revoke this acceptance if it is detcmiiued In Nliuni Dade County Product CoutubI Section That this
product ormaterial fails -to meet the requirements ofthe applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code.
including the -High Velocity Hurricane Zone.
DESCRIPTION: Series "IM7710A" Aluminum Horizontal Roller Window- L.M.T.
APPROVAL DOCUMENT: Dra,ving No. 7710NOA-1, "titled "Aluminum Honiz. Roller Install (LM)'',
sheets 1 through 19 of 19, dated 06/30/18, with revision A dated 0311121), prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bowing the hlianii-Dade County- Product Control Revision stamp
with the Notice of Acceptance number and expiration dateby the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small ]Missile Impact Resistant
LABELING: Each unit shall bear a permanent label 4vith. the manufacturer's name or logo, city, state,
model/series: and following statement: ".Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of thisproducL
TERMINATION of thic_NOA will occur after tlio expiration date or if there has been a revision or change in
the materials. use, and/or manufacturc ofthc product or process. Misuse oftbisNOA as an endorsement ofany
product, for stiles, advertising or any otherpurposes shall automatically terminate this NOA. Failure to comply
with an) section of this NOA shall be cause fortertrimation and removal ofNOA.
ADVERTISENIENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by Sic expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy ofthis entire NOA shall be provided to the user bvthe manufacturer or its distributors
and shall be available for inspection at the -job site at the request of the Building Official.
This NOA revises NOA.No.18-0627.01 and consists of this page ],and evidence pages E-1. E-2, E-3 and
E4, as well as approval document mentioned above.
The submitted documentation was rcidewod by Manuel Perez, P.E.
NOA No. 20-(1-006.04
Expiration Date: August 23, 2023
Approval Date: August 27, 2020
T-11
0 Page I
TABLE2
i1aANousS
1!8•'AN GLASS
3D - PRODUCT REVISED
�. yl.ri a meFIPH4•
- 1?NON. B•Y4Na ,
nv,S5611E NOA-xo. 20-0406.04
EXTERIOR E,wtluu Dot 6/2312023
- 74 ftLdf4C 1
• 32 Mlam m•:Prabuu'cg
GLASS TYPE 1
A).ND CHANGES THIS
3 SHEET.
JR-03111R0
> a
113•HS GLASS 3/16•ANGlA6S '
30-LB"HSGIASR YS6'"ANGIA•S n. N p
l z a
24 -1- 23 �. p.LL o w
TABLES; WRON. - 1 NON =
GLA55 BITE GLABS BITE
IXIERWR _ EXTERIOR ". a«R.
4
74 74 :o= ?
K.
GLASSTYPE2 GLASS TYPE w
o F o
W N
r� GIASS OA I� 13RVNML D.�
`.i GlA6S'STACK I - " 1 - am
GIASS STACK }," Ir
AIRSPACE WO'Pu8 IISPACE .090•PVB 0 = to
Vd'TENPERED
GIASS GLASS 1PGV55 1/a•AN GLASS, Z Z
o LD K
--B0.0FOR GLASSTYPE52, 3.68] 31 74 31 CG2
1&R 1EXTERIDR EXTERIOR - ......
,/���/-� wr,oj; 7.7'l�c
��•J/ GLASS TYPE \J -GLASS TYPE 6(ANNEALED) _- No w�,
GLASS TYPE 7 (TEMPERED)
NOTF-SI � -�
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1)OVERALL jTIP TD nPJ DIMENS10N55NONFJ TE
FCRWTEI3 A FIXAND
EQUAL-UG YANDO . SUBTRACT V FROM THEnP TO nP DBAENSION W
THE TADLETO DETERMP'ETHE VANDON'SgE
2) FOR SIZES NOTSNDVlN. ROUND UP i[1 DIE NEXTAVAILABLE SITE.
A P.E.-
P.EASB.�
Standard
rm rn M
Glass type: 1
oerap Design Pressure pbslft2l for XO & OX Windows Meegrlg.Raic
Wd}
21-1/B" O,erall Hg1. 3T Oserall Hgl. -0D" O-.erall F1gt. 55" Ovarel(Hgt. 63' Ovatall Hgt
20" +65:0 55.0+65.0 55.0 +65:0' -fib.0 -+65ar 55.0
2S +:65.0 55.0 -+65.0 55:0' +65.0 55.0 +66:0 55.0 �65.0 fi5.0
37`+85,0 -a$:D +65.0 S5:D +65.0 55.0 -65:0 +65:0. _ E5:0
-09'+65,0 55.0 +&5.9-55.0+65.0 -65.0 +65.0 �65.0 +65:D .-fi5.0
81' +65,0 SSA +65.0 {.5.0 trS5.0 "55:0 +65.0 ,65,0 +6@:0 .55:0
6r f65.0 55:0 +65.0 SSA +6 . - .0 +65.q S5.D +65:0 S5A
74"+fi5.0 55.0 +65.0 55.0 +SSA -q5.0 +65.0 -65:0 +63,3
Glass types: 2, 3. 5.6, 7
Overall Design Pressure (Ibs/fit) forXO & OX Windows MeeYRID RBI): Standard
ware
2f-1/8" O,eraA Hgt 37' O,erall H0L a9'•OM>SsII.HDI: 55' O'velall Hgl H3' Overall t1gt.
20" +65.0 50.0 +65.0 50.0 +65.D 50.0 M1110,1�) -+65.0 -6(1.0
25" +rS.O SO.q +65.0 -80.0 � +65;D 50.0 +65.0 50.0
37" +650 ''50:0 +65.0 -80.0 - +b5.0 50.0 +65.0 50.0
as• +ss.o -eo.o +65:D -eo.D +ss.D so.a . +ss.q -BD.o
61' +65:0 -80.0 +65.0 �-BOA +65.0 SD.O +65.0 I -8n0 +B5:0 50.0
67" +85.0 50.0 +85A 50.0 -+55.0 50.0 +65.0 50.0 a65.0 -79.Y
74" - +65.0 -80.0 -*65.0 -721'
MANUFACTURER WIND PRESSURE SCHEDULE
WINDOW REPLACEMENT
HUiCHINSON ISLAND CLUB -UNIT 708
10410 OCEAN DR OCEAN DR
JENSEN BEACH, FL 34957
ENGINEERING
CIVIL STRUCTURAL MARINE
C5M ENGINEERING) LLC
2O8 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4601
WWW.CBM•E.NET
CERTIFICATE OF AUTHORIZATION: 29057
RE BI®EER IETtEHr BMW FI573A6 11$/fER COIYQI
W Offt1Ri0 AND ORFR F70PFAIY FOtl11S 11Eg FTAt6 AND
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ISSR® TO ANY 11N® FMRIY N ANY FOIN OR FYNEA
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AS AN NSTMNEIIF OF FNffF5901NL gINILE, 6 F7iffFRIY OF
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F7RF FOR ANY OIFER PiOiCY VllDllr 1HE FA'dllEll
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NOTES dr CDYIIENIS
ALL ffO190R 91ALL BE YEISEO N THE FEIO ff TFE
faORAL70lF. 71E CQIIRILTOR fi RMF01®E FOR 1FE
WlFiviATO OF ALL ONE1670F6
ALL srrwls NOGTFD FvtrAN To tftr Flars
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s� two
NOA PRODUCT APPROVALS
�k
S-4
Glass types: 2, 3. 5.6, 7
Overall Design Pressure (Ibs/fit) forXO & OX Windows MeeYRID RBI): Standard
ware
2f-1/8" O,eraA Hgt 37' O,erall H0L a9'•OM>SsII.HDI: 55' O'velall Hgl H3' Overall t1gt.
20" +65.0 50.0 +65.0 50.0 +65.D 50.0 M1110,1�) -+65.0 -6(1.0
25" +rS.O SO.q +65.0 -80.0 � +65;D 50.0 +65.0 50.0
37" +650 ''50:0 +65.0 -80.0 - +b5.0 50.0 +65.0 50.0
as• +ss.o -eo.o +65:D -eo.D +ss.D so.a . +ss.q -BD.o
61' +65:0 -80.0 +65.0 �-BOA +65.0 SD.O +65.0 I -8n0 +B5:0 50.0
67" +85.0 50.0 +85A 50.0 -+55.0 50.0 +65.0 50.0 a65.0 -79.Y
74" - +65.0 -80.0 -*65.0 -721'
MANUFACTURER WIND PRESSURE SCHEDULE
WINDOW REPLACEMENT
HUiCHINSON ISLAND CLUB -UNIT 708
10410 OCEAN DR OCEAN DR
JENSEN BEACH, FL 34957
ENGINEERING
CIVIL STRUCTURAL MARINE
C5M ENGINEERING) LLC
2O8 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4601
WWW.CBM•E.NET
CERTIFICATE OF AUTHORIZATION: 29057
RE BI®EER IETtEHr BMW FI573A6 11$/fER COIYQI
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ENGINEERING
CIVIL STRUCTURAL MARINE
C5M ENGINEERING) LLC
2O8 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
772.220.4601
WWW.CBM•E.NET
CERTIFICATE OF AUTHORIZATION: 29057
RE BI®EER IETtEHr BMW FI573A6 11$/fER COIYQI
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GIasS Types: 1 thruT
Anchor Quantities Tor XO &'OX Windows Meeting Rait Standard
ON at
Width
21-1RY 0-11 Hgt.
Head &'SILL ,�
3r Oman HEIL
Head 8 Sill
49' Okerell.Hgt.
m Head & Sig
55" Ofemll H9L
Head & Sf0
67 Oveiall.HgL
a
mb-�
20"
1+C2+1
2 1+C2+1
2 1+C2+1
3 1+C2+1
33
2S
1+C2+1
2 1+C2+1
2 T+C2+1
3 1+C2+1
33
3r
1+C2+1
2 1+C2+1
2 1+C2+1
3 1+C2+1 .
33.
49'
1+C2+1
2 1+C2+1
2 '1+C2+1
3 1+C2+7
361"
1+C2+1
2 1*C2+1
2 '1+C2+1
3 1+C2+1
33
6r1+C2+1
2 1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C3+1' 3
74"
1+C2+1
2 1+C2+1
2 1+C2+1
3 1+C2+1
3 '1+C3+1' 3
Anchor QuanWesfor XO&OXWind ows Glass TYPOS; tandmd
Ml�ll)g Pal: Standard
'Ol
21-1/8" Overall Hgt.
37" Oler411 W.
4T Olemll Hirt.
55" Overall F19L
WO -all F19L
dth
Wirth
Head & SIR
n
Head S SIR •
m Head & Sin
Head & Sill
W Head & Sill m
20"
1+C2+1
2 1+G2+1 12
1+C2+1
3 1+C2+1
3 1+C2+1 13
25'
1+C2+1
2 1+C2+1 12
1+C2.1
3 1+C2+1
3 1+C2+1.3
37,
1+C2+1 12
1+C2+1 12
1+C2+1
3 1+C2+1
3 1+C2+1 3s
1+C2+1
2 1+C1+1_ J
2 1+C2+1
3 1+C2+1
3 1+C3+1 3
61'
1+C2+1
2 1+C2+1
2 1.+C2+1 i
3 1+03+1
3 1+C3+1 3
M49"
6T
1+C2+1
2 2+G2+2
2 2+C2+2
3 2+C3+2
3 2+C3+2 3
74"
2+C2+2
2 '2+C2+2 121
2+C2+2 131
2+C3+2
3 2+C3+2 4
GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OXVANDOWS:
x
I REPEATANNCRPATIERNATSILL
1rFaAlLo.c. y-----y swa.ac,
I \ \
2-ANCHOR 3-ANCHOR
CLUSTER DETAIL CLUSTER DETAIL
"MAX:O.c. ^-^-I 1
Glass Types: a thm 15
O & OX Windows
Anchor-Quantifles for XMeeting Rail: HeaY-0tRy
Overall
Width
21-1/8" Oleran HgL
3r ommlott
1 4W 0.erell H9L
-
5V Ciemll Hilt.
� '
63' 01aN n H9L
2T 011aall F19L
Head B SRI
y
E. 'Head & Sin
Head & Sin to
Head B.Sll
Head & Sill 'a
head B Sill
20'
14C2+1 12
1+C2+1
2T 1+C2+1 3
1•C2+1
3 1*C2+1
3 1+C2+1 4
W
I+C2+1
2 1+C2+1
2 1+CZ+l
3 1+L2+1
3 1+C2+1
3 1+C2+1 . 4
3r
1+C2+1
21+C2+1
2 1•C2+1
3 1+C2+1
3 1+C2+1
3 NC9+1 4
49'
1+72+1
2 1+C2+1
2 1*(M+1
3 11C2.1
3 1+C3+1
3 1+C3+1 4.
61"
1+C2+1
2 1+C2+1
2 1+C2+1
3 1+C3+1
3 1+C3+1
3 1+Oti1 4
6r
1+C2+1
2. 2+C2+2
2 2+C2+2 -131
2+C3+2
3 2+C3+2
3 2*C6+2 4
76'
2+C2+2
2. 2+C2+2
2 2+(+2
3 2•C3+2:
3 2+Q+2
4 2+C4+2 - 5
4-ANCHOR
CLUSTER DETAIL
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