700 Amberjack Ln 2012 roof reconfigure MAP SHOWING SURVEY OF
LOT 1, BLOCK 2, RO'�A[, PAI.-NiS UNIT ONE AS RECORDED IN PLAT BOOK 30, PA(;ES
60 and 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. INDEX OF DRAWINGS
0 '9 10
a)
lu n
0
Ul
SHEET I SITE PLAN
S85"Ie"8_E 31 47' FIELD
FOW10 31-54'
PIO CAP SHEET 2 FLOOR PLAN
S85*20'02"E 114- lnw
0 ciw
SHEET 3 ELECTRICAL PLAN
Az) 61% 10
60
SHEET 4 BUILDING SECTION
0
in
CD Bui, pie,
0 Jmr ly/
"Fr2s�1;IX ., SHEET 5 ELEVATIONS
6 13 No CHANGE TO IMPEARABLe COVERAGE 44
SHEET 6 ROOF FRAMING PLAN
MATERIAL
STORAGE U
LOT 2
120
-P ,- , q
Iq b�, "",
cu I
C7) 7-
y)
C�) 'p
CF)
C,
C3
cn,
00
26
Area
rn 9,
GOVERNING DATA
of New Roo
L
A
EAtSEMFNT FOR
F �A Florida Building Code 2010
Dh 4AG
OUND S
12' iko"
PIPE- "0 CAP 0.
N�
J5* ...........11AW LINK FEn F- 2010
20 02"W National Electric Code � z -b
LOT 1.5 63 �-83�j6�9_V' 99.8 U,_j'- F,CUM 112* &CN V
Building Category Type
r PPE, NO CAP
Z
LOT 2 C=1k I -
Wind Exposure WOE C M11 moo
C) 0 �� 2 Vc.)
Basic Wind Speed 0 (J �50 130 MPH Flo
5_4
Wind Importance Facto 1 .0 0
NOTES
1. 'THIS IS A BOUNDARY SURVE-Y.
Internal Pressure +18 or -.18
2. BEARINGS ARE BASED 01-4 THE WEST LINE M
P-N
OF' LOT 1, BLOCK 2 BEING NORTH 04'39*58" NOTE: Enclosure 0
FASr, AS PER PLAT, �14 0;4 ENCLOSED ct
3. BUILDING REsTRIC110N LINE SHOW4 AS ach
PFR PLAT. No CHANGE uly tiantic Be
4. EASEMENT SHOM AS PER PLAI. Planning at' Zoning E)epartment PQ
5. No CHANGE TO IMPEARASL E COVERAGE To BUILDING 118 P
verifies compliance vAth aPPlics
-rhis approval )ther local 1�
FOOT PRINT z'Oning, subdivision and 4 es not ConstIt
but d4 e
in ts. Complian e
development regulations, ea C) 0
the issuance of' a c e
approval for )de and 11 other apPli
Building Cc juire e s
with Florida permitting rec
10�20 40 and Federal c 4-4
local state
d by signature of the CitY Of Atl
_e
rnus�be verifie - _i prior to the issuanr
SCALE. 1" 20' Beac
THjS PROPERTY SHOWN HEREON APPEARS Mit. DRAFTED By P GO ALSOV56
T(-) i IF IN F1 OOD 70N-F "Y" Building Perfri't- SH 1
Approved BT PLAN DATE 1 1/27/�ZO_j 2\
SITE PLAN
134A�
I COP
SLE COP
-72
REMOVE 0
,*DOOR&INSTALL
4) WINDOW
10,
DW
D 4)
0
NEW WALL.,-� LoArg 1 �j E
Ranq3e 0 U Lo
Moste-r u W
I ---7d ISLAND CABINET/ 44 11
-T4� 1 >
/*New wall �3 W DOOR 25'
NI
Sunroom (;Lq4erine Room �VA
KW
-PeA-room 3
Ct
ff) 0
40 1-.4
------------- u
ct
C)
WINDOWS 10- 13 PELLA ENERGY STAR --"' Ion Scale 1/4" 1 o -
Poo-r r
WINDOWS 1 9 SILVERLINE 2 100 SERIES
SEE ATTACHED SPECIFICATIONS S..H 2
--7
4,;"W�
4,
R.i
:S
L-T
LO
cl o-
n
IN e,,v vv i n d ovi
-vented Hood
0
LaunJrq IJO
Raise Wall L
Siomee
L
Fill Cell
25'
unroom
..............
ct
c-rV
+ L
+
r
Room -peiroom 3 J1 .-)
I[DeJ,room
4-j
ct
Scole V4"
0 O'r I G
Raise Wall
ELECTRICAL MECHANICAL PLAN
W.-
LY,/- k-UA MIIU Mbplldll. >11111YIe Z1111- III I/- PILCH
�,Anqg,-Q of
2x8 Facia 11><1
HURRICANE CLIP
��2x6 Purlin OR 2X6 JOIST HANGE
T5�1 -, 0
1/2" Plywood 24" O.C. A- 't FIL E -T
L
Be id�, ------ 0
Itiolt Threaded Rod C 2x6 Band L1
o�
russ r- j.
rc 2A Ceiling Joist 2-12d nails LO
ntinuous to Foundation 4 Fm rl_
6� tAp 0
n � 0,
2x4 Gable
PURLIN
C 3/4" TO BAND Existing Ceiling
2 2-2x8 Plywood CA
0
2 2x8 (Continuous)
1/2
Lo
Drywall
Height of
Window Opening
Existing Concrete Header
C
2x8
New wall Below Header
Plate
3/4" PT Plywoodz
ATTACH
WITH 3/1611
TAPCON
k
xisting
24"O.C.
1x6 T&G
3/4" Firring
replace Vinyl Siding ILI
4
Existing Block
0
Fill Cells 8' O.C. Min.
Elevated ct
Floor Level ct -C�
1/2"Threaded Rod
8' O.C. Min.
Ar" cut
4-J
Embed "6" in two Part E ox
NOTE:
RED LINE DENOTES
,�Existing Foundation,------------ TIE DOWN PATH
-------------------
1,SH 4
0
n SCALE 1 /21111 11
u nroo m c
New Roof Framing
'o
FILE Cory i L7
U
210
0,
I M Wood FAcia n
���Lilne of Elevated Wall
Vinyl Siding
74
T77H
u
SoUJ Qevotion ��New Vinyl Windows ^O�
New Roof Framing New Asphalt
Shigles
Existing Residence
New Vinyl
Window*\
�New Wood
MEN
Framing
cl� 1::�
0
LINE OF
ELEVATED WALLLior--- New Vinyl Window
40
ct
Qost Qlevotiol')
\\//e�;t Qeva�ion
-SH' 5
ILE 0
CONECTION SCHEDULE V.
2x8 j
C/I PURLIN TO PLATE H2 HURRICANE CLIP FL 104'
Facia –Ts
C/2 GABLE WALL To HEADER LSTA 12- 32" 0. C. FL 10852 � '5 10
C/3 1/2" THREADED ROD EACH SIDE OF OPENINGS 8' O.C. MAX A 3 L7 "n
0 C�
2-2x8 Header C/4 PURLIN TO BAND ON WALL LUS 2x6 HANGER FL 10655 y
Continuous C/5 EXISTING TRUSS TO WALL PLATE LTP 4 PLATE FL 10446
C/6 EACH PURLIN TO PLATE H7z STRAP FL 10456 0-
C C/7 EACH OUTRIGGER TO DOUBLE A34 CLIP FL 10446
10, Structural Notes:
C Existing
Concrete Header
Wood:
0
Attach all wood Members in accordance with: U Lo
T-4
C Fastwning Schedule 2304.9.1 FBC
and Nail connection schedule 2324.1 FBC
U (0
2x6 Perlin Wall Sheating Nailing 8d 6" o.c. Field & Edge
2x6 Band Roof Roof Deck Nailing 8d 6" o.c. Field & Edge
Peak
20' 2x8 Head Flsshing
C
Pe
2x8
sti
-Existing Side Flashing
Concrete Header
C
New Window
Fin Type
2x6 Outrigger
Sill Flashing
SEAL FIN BEHIND
VINYL SIDING
ROOF FRAMING PLAN Peel&Stick sill Flashing
C)
ISCALE 1 /4 1 TV = I I Off FLASHING DETAIL FOR NEW OPENINGS
SCALE 1 /4
SH 6
INSTALLATION ANCHOR SCHEDULE
DIETTEN. NOT S:
PELLA CORPORATION HER .-TE .../.A ..-I -D-GE ..-I'AUNIES
MICH ("'HN SAEDS.. 1. INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR SPECIFICATIONS 9
BASED ON T E WINDOW FRAME TYPE AND SUBSTRATE.
TW wco'StO I-uJ- 1�C.-
SERIES 390 3414 E-1.1- 1. JE.1�10-TE 2. 3414'POCKET FRAME INSTALLATION-SINGLE CONFIGURATION TABLE LISTS THE
FOLLOWING INFORMATION.
D0 1 tIBLE HUNG WIND 0 W 2. 1-7/8' MLN.-1�ETE 2 1. RE IRED ANCHOR TYPE BASED ON SUBSTRATE.
IFWOR WN.2M 19 C-ETS
INSIALMTIONANCHORAGEDE,r"LS S. 2.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION B.
DRAM .
2.3. MAXIMUMO.C.(ON CENIER)SPACING FORANCHORS BETWEENTHE FRAAMAIEEND
L-Ll' -U-1-OR-Ell ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. T
J-1/4' 2.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE D.C.SPACING REQUIREMENTS.
I� 24. MAXIMUM WINDOW SIZES(W.H)
2.5- MAXIMUM DESIGN PRESSURE(OP)
1.T IS PRODUCT HAS BEEN EVALUATED AND 16 DESI NED TO COMPLY WIM THIE M7 FLORIDA INSTALLATION NODES: I U. 6.1
BU"INGC E-�CT�N1714.IIMD��YFWMDA�SIDENI&com�sEcnm z F-ANCRI. 9
R613.4 AND CONFORMING TO MWAAMANWWDA ILHI-S.2 97.10111.S-VNAFE-02. 1.PRODUCT ANCHORS SHAU.BE AS DESIGNATED AND LOCATED AS SHOWN IN MtEI PRODUCT EYA_UAT2ON DOCUMENT. c I'D.. 1112- 1. 3. 3.114'POCKFET FRAME INSTALLATION-MN&TRIPLE CONFIGURATION TABLEUSTSTHE
.11E EL8.6.'I FOLLOWING INFORMATION.
ARCHOREMS DMENTAN.EDGE DISTANCE E.CUJDEWALL-SHES.INCLUDING BUTHOTUNTE.-STUCCO.10AM.MUK
PRESSURDS)STATED HEREIN.ME PRODUCT DETAILS CONTANED HEREIN ARE BASED UPON MEREEH-0 SIDING.
S ED .2 -1. UI I
IGN AN SEALED TEST REPORTS AND ASSOCIATES LABORATORY STAMPED DRAMNSS AS IE(ID 3.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE.
CERTIFIED BY WUMA AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF CONFORSIMCE 2.SEE MMLLA TON ANCHOR IGICESULE ON SHEET 2 FOR TYPE AND G C OF ANCHOR,ANDPOR MANUFACTURERS ANCHOR
."IIIIIE1 I I"E 3.2. END DISTANCE(ED)OF ANCHOR$AT FRAME ENDS AS DIMENSIONED ON ELEVATION S
IONS,INCLUDiNGIMNIMUM NOMINAL SIZE.MINIMUM EMSEOMEN NTOSUESITNATEANIUMVIMUMEDGE ITED G-) DRAWINGS. 0
"T" ...L. .
MDUCENSE(CCL). SPECiFIC" A.H ETIAT STIE]HITHSTIEL
DISTAN 0 SUESTILITE
GE' 3.3. MAXIMUM D.C.(ON CENTER)SPACING FOR ANCHORS BETWEEN THE FRAME E D
ZTHISPROULIC�ALUAHONDDCUMIENTIS NOTFONUBEIN THE HIGH VELOCITYMRHICANE
MNEami2i 2.1. EDS DiSTANCES SHALL BE MEASURED FROM CENTERUNE OF ANCHOR TO EDGE OF STRUCTURAI SUBSTRUTE ELTHERTO I.-1.111C-DL TH-SE L_ ANCHORS DIMENSIONED ON ELEVATION DRAWINGS.
ME INTERUR OR EXTERIOR OF ME FENESMATION PRODUCT. IT111-ITE 1.1-EI
19-11111.- 3.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE D.C.SPACING REQUIREMENTS.
1ADEQUACYOF fE�STINGSTRUC��LMN�TE/�RY.2X�NG�..ETAL EJ.
2. - �JEV�MIRI
FRAUING SUBSTRATES AS A MAIN WIND FORCE RESISTING S�TGMI CAPABLE Of 07, 0 L" 6-75 ALI.-UM 01-1 34. MAXIMUM WINDOW SIZES(W x H)
2.2. MINIMUM WBEOMENT SHAUL BE SNEED ON PENEIRXION INTO MAIN WIND FORCE RESISTIRG,SYSTEM SUBSTRATE. I(Tlll.E 3 MAXIMUM DESIGN PRESSURE(OP)
WIMSTMDING AND THANSTERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE t, r
RESPONSIMUTY OF ME LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT
Ed TRANSITION BAR(INTEGRAL MULLION)ANCHOR CLUSTER INCLUDING: T
1 . ji'l
ACTING AS THE DESIGN PROFESSIONN-OF RECORD FOR ME PROACTOF INSTALLATION. 3.SEE SHEST 4 FOR SPECIFIC ANCHOR INSTALINDON DETAILS. ;:, N .11- KT-SH-E THIA-EITI-I-M TEOHN-y-E 3-6.1. QUANTITY CLUSTERED ANCHORS,AND
I J 0 -F PUTTNG IS ACONCEIN.DAILL 7,"�PILOT HOLE FORI-ET FIAJAE I NETAUAtONL 3.6.2. MINIMUM SPACING OF CLUSTERED ANCHOR$.
4.ONE(1)INSTALLATION ANCHOR IS REQUIRES AT EACH ANCHOR LOCATION SHOWN. A
4.1XAND 2X SUCKS(WHENUSED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER 'z
AU.LOADSTOME RUCRIREE.SUCK DESIGN AND INSTALLATION IS THE RESPONSIBLI 5.ME NUMBER OF iNSTALL-ATION ANCHORS IS BASED ON ME MAXIMUM END DISTANCE(ED)MO ME MA)INUM ON CENTEFI 3-2/4"POCKET FRAME INSTALLATION-SINGLE CONFIGURATION
r- -1-111. � - , -00_In
ME LICENSED FROFESSIONAl-ENGINEER OR REGISTERED ARCHITIECT ACTING AS ME DEMN (O.C�)PACMG PLACEMENT OF AHGflGFS IN ACCORDANCE WITH THE TABLES ON SHEEiT2.ENDOISTANCIESAND(IC.
PROFESSIONAL OF RECORD FOR ME PROJECT OF INSTALLATION. SPACINGS LESS THAN THAT SHOWN IN ME TABLES ON SHEFT 2 ARIE ACCEPTABLE. 0
ENDDIST-CE(ED)
."WINDOW SEE
_x.O.C.(I.)
S.MMIMUMALIOWASUESHIMMICKNIESSISIAWCH.SHIM WIAERE SPMEOF 1116INCHORGRELVIROCCURS.SHIMIS)SHMU. DPI1111 7�1
5-INSTAILEDINL ATIONSME�WND��EMBMSP�MCMN�QUI�M�TS N.E
EXIST THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSIFEW COMWL.MNG WITH ME PIC BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SULLAR LOAD BEARNG MATERIA. 'IN RIum- SCHIEDULEJ Q
REQUIREMENTS _._,I N_D;ULF��__ ._OjSILL JAMM
61. FOR POCKET-INSTALL-ATIONS.SHIM AS REQtMED AT EACH INS-ON MCfIOR
E.SITECON ITIONS NOT COVERED IN THIS PRODUCT EVALUATION MENTARESUBAECTIO 54 21 155 J
AGO TIONAL ENGINEERING MAI.YSiS BY A LICENSED PROFESSIONAL ENGINEER OR FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTAUL NSTAILI-ATION ANCHORS INTO MORTAR JOINTS. NO.10 WS(AN.31 MI 1 5 ED i,t I L
REGISTERED ARCHITECT. POCKET EMME - F IL E C OP
6,INSTALLKTIONANCHORS51-101 BEINST�LEDINACCO�MCEWIMMCWR�UFAC��Sl�t�T*N USING
�BGUNDLNGBCI DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MST BE EQUAL TO OR INSTILL-5 AND ANCHORS SHAUL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS MAN ME MIMUM STRENGTH 3/16"CONC ETESCMW S4 Is 4 6 6
UESSMANRECT GUILARDIMENSICIIISEHOMHEREft SPECIFIED IN THE 4NSTALLKTON ANCHOR SCHEDU U.1- 21 165 J,
0.S�EET�. A��=,
ANCHOR H.. "NS 5 FEW
8.WINDOW FIVALE MATERAJ.:VINM.(WC) 5, 78 60 t
9.GLASS MEETSTHE REQUIREMENTSOFASTM El-
1, .DESIGNATIONS-ANI�STARD FOR ME FOLLOWING(AS AFPLICAEILEY. 3-1/4"POCK FRAME INSTALLATION-TWIN&TRIPLE CONFIGURATION 1.-,'P.E.
HI. XOPERAB LITE.SNEHOMPANEL
IOZ O;FIXEDU SAERCHPANEU SEE SHEET 2 ENDDMT-CEIED)
NVUL,WINDOW ""IDIt D.C.iml
I I MAJEWAI-S.1 CLUDING BUT NOT UMITED TO EJEEL SCREWS MAT COME INTO CONTACT FOR DESIGN HULME ANCHOR(SLEANCHOR DIP(P,I) EADISILL
6M OTH R DISSIMILAR MATERIALS SHN.L MEET ThE REQUIREMENTS OF ME 407 FLORIDA
lo,
CONFIGINNTION SCHEDULE)
IN,I
BUILDING CODE,SECTION MIS. PRESSURES.
TABLE OF CONTENTS (w) H(I.) US, NEA.jsu D/VtL )AM&S
Z' 7 .�NQ49752
SHEET REV. SHEETDESCFIIP-N No 49152 IVI: I .
SEE GENERAL 146 78 '10 5 7
12 THE�T DESIGN PRIESSURIE SPECIFIED EJMER,N MISONANNGORINTHEEPRODUCTS
GERTFICATION SHALL CONTROL FOR ME INSTALLED WINDOW ASSEMEEM I GENERAL NOTES.INSTALLATION NOTIES&TABLE OF NO.I.WSIANS-S..1)
146 78 ED 7 1
CONTENTS POCKET HVLME
13 THESEDEMNING CERTIFYME WINDOW INSTALLATION ONLY.WATERMOCTINGOFTHE NOTE12FOR a��4 78 �o 3 2 6TATE OF
ANCHOR SCHEDULES AND DF GRANT STATE OF **'ev 3116'�OS
;NSTALUED WINDOW 15 NOT PART OF THIS INSTAL.ATMN CERTIFICATION THAT USING 146
ONAL THFOUGH i'L6 78 60 S 2
RESPONSIBILITY SHAUL BE MATOP THE MMUFAUTJNERAG AJRME�STALLER. ADDITI 3 ELEVAHONS&ANCHORLAY'DUTS is
INSTALLATION GROSS SECTIONS
B L:j446 18 41 1 1
18IU,t) 7 60 5 1
Hl. SECTION MEWS ME SHOWN WITH ALUMINUM STIFFENER BARS INCLUDED IN ME SASH. REQUIREMENTS 4 a
�c=����YoRtjAyNorSERMUIRED�ED�MT�MDDES�N ------ 5 - BILL OP MATERIALS
PRE
MAX. UNIT WIDTH SEE MAX.UNIT WIDTH SEE TABLE SHEET 2 S MIN. EDGE DIST.
TABLE SHEET 2 INSTALLATION ANCHOR 6 1/4"MAX. CLUSTER NSTALLATI CHOR EE TABLE SHEET 2
6'MAX.. 6"MAX TABLE SEE NOTE 2 6'MAX. TAIL S
HIS SHEET FOR SIZE AND MAX. UBSTRATE I
FOR AND MAX. D.C.SPACING.(SEE S
SPAC SEE TABLE SHEET 2.
0 C' ING.(SEE NOTE SUBSTRATE BY OTHERS
I THIS SHEEr) NOTE I THIS SHEET)
ENT
OPTIO MIN.EMBEDM
6.MAX. OT IX K T 13Y EE
PROPERLY SEC E s
GENERAL NOTE S � I
SEE NOTE APPLY EXTERIOR S MIN. EMBEDMENT 1/4-IMAX.
EE TABLE SHEET 2 SH M
SHEET 3 SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION ou 1/4- APPLY INTERIOR
MAX. UNIT MAX.UNIT IMAX.j
HEIGHT SEE rk-3"MAX. HEIGHT ESEE APSH M SEALANT ACCORDING TO
TABLE 5"1__ TA'L 0 PLY INTERIOR MANUFACTURER'S INSTRUCTION
S SHE EALANT K
HEET 2 ET 2 91. - 1 0
0
MANUFAC ACCORD NO TO r r g ,
7 TURER'S INSTRUCTION
T 1 2
INSTALLATION ANCH R ar.
/(D R G.5
SEE NOTE SEE TABLE SHEET EDGE DIST I INTERIOR
x 3 SHEET 3 2 V/z 1
3 MIN.
SEE TABLE SHEii 2
0
0
2
ER
SEF 31NGLE VINYL DOUBLE HUNG THIS SHEET I .- INSTALLATION ANCHOR
SEE TABLE SHEET 2
FRAME THROUGH FRANIE OR CLIP hNSTALLATION SERIES 350 TWIN VINYL DOUBLE HUNG 5 �d 11 EXTERIOR INTERIOR
EXCIEERIOR VIEW POCKET FRAME THROUGH FRAMLE OR CUP INSTALLAMON
z
EXTERIOR VIEW OPTIONAL IX BUCK BY
MAX, UNIT WIDTH SEE TABLE SHEET 2 LATION ANCHOR 6
6'MAX, CLU 6'MAX. OTHERS, 1X BUCK TO BE
SEE TABLE SHEET 2 P
Fo C RO ERLY SECURED. SEE
NOTE R SIZE AND MAX. ENERAL NOTE 4 SHEET 1
THIS F
'HE'T
AT SILL THERE MUST TERIOR
C.SPACING.(SEE NOTE
1 41 1 THIS SHEET) BE APPROVED SEALANT SUBSTRATE VARIES EX
UNDER ANCHOR HEAD APPLY EXTERIOR
6"MAX. Lj I SEE TABLE SHEET 2. SEALANT ACCORDING TO
x NOTES: APPLY INTERIOR SUBSTRATE BY OTHERS
T_ ��/ I- QUANTITY OF ANCHORS BASED ON MEETING SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION
x SEE NOTE THE D.C.SPACING REQUIREMENTS SHOW ON MANUFACTURER'S INSTRUCTION rB--'\HORIZONTAL CROSS SECTION
3 SHEET 3 MAX.UNIT SHEET 2 TABLES. A EXTERIOR 1/4"MAX.
AR
_I
F�CHISIZE EF
S
I T S Fr< IT
ELI
UR D
4 H
CL STER
U
SEE NOTE
EIGHT SEE 2 SEE SHEET 2 FOR CLUSTERED ANCHOR SEALAN SHIM POCKET FRAME THROUGH MWE]ZISTALiATION
TA13LE QUANTITIESAN MINIMUMSPACtNG. T PAPrLCYORDING TO
q_.3"MAX. SHEET 2 CLUSTERED ANCHORS SHALL BE EVENLY MANUFACTURER'S INSTRUCTION
GROUPED ON EACH SIDE OF THE INTERNAL
_F-5-MAX. MULLION AND SPACED 3'FROM THE MULL OPTIONAL IX SUCK BY
N HERS. 'X BUICK TO IE
ANCHORS SHALL BE AS INDICATED ON SHEET 2 P
CE TERLINE.SUBSEQUENT SPACINGBETWEEN OT
R.IERLY S 'URED.SEE
3 SHEET 3 ALL F-E S-IN THE TWIN AND TRIPLE Er SHEET 2
H.49762
ET
GENERAL NOTE 4 SHE MIN.EM8 DMENT
jz"
17E NOTE 3. TAB ES. EE TA13LEE :160. .........
X x CONF GURARON WILL HAVE(1)INS
-;.4975`2 SEE LE SHEET 2.
ELOW MTEAELTLIANTGION SUBSTRATE VARIES
J_ ANCHDR Y ABOVE AND 5'8 TAE'
MAX RATE BY OTHERS
UBST
ANY DOUBLE HUNG WINDOW IN,
CON IGURATION MAYBE REPLACED WITH A I..EDGE DIST. STATE
6' 4. RAIL CENTER LINE. TRIPLE INSTALLATION ANCHOR-/ I I/
.4*x SEE TABLE SHEET 2
EE TABLE SHEET 2 il�0%. TATE Of
R FIXEDWINDO AS QUALIFIED BY TESTING AND STATE OF
VERT A 10,*
NOTE 2 SERIES 350 TRIPLE VINYL DOUBLE HU CLUSTER CERTIFIED INWTHIS PRODUCT APPROVAL rA
SEE CLUST NG DOCUMENT. .......... ICAL CROSS SECTION
THIS SHELI 1OCKIBIFRA-11F,THROUGH FRAME OR CLIP INSTALLATION SEE NOTE 2
EXTERIOR.VIEW THIS SHEET ��POCKEFFRAME THROUGH FRAME INSTALLATION Mll.
SFENOTE45HEET3