768 Aquatic Dr RESO20-0040 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
MORRIS TAYLOR 768 AQUATIC DR ATLANTIC BEACH FL 32233-3826
COMPANY:ADDRESS:CITY:STATE:ZIP:
LIFETIME ENCLOSURES,
INC.5521 CHRONICLE CT JACKSONVILLE FL 32256
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171818 5256 AQUATIC GARDENS
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
768 AQUATIC DR
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
8' x 14' GLASS ELCLOSURE
ON EXISTING SLAB $20654.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 1/4/2021
PERMIT NUMBER
RESO20-0040
ISSUED: 1/4/2021
EXPIRES: 7/3/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $155.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33
TOTAL: $238.32
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 1/4/2021
PERMIT NUMBER
RESO20-0040
ISSUED: 1/4/2021
EXPIRES: 7/3/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $238.32
RESO20-0040 Address: 768 AQUATIC DR APN: 171818 5256 $238.32
BUILDING $155.00
BUILDING PERMIT 455-0000-322-1000 0 $155.00
BUILDING PLAN REVIEW $77.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50
STATE SURCHARGES $5.82
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33
TOTAL FEES PAID BY RECEIPT: R14477 $238.32
Printed: Monday, January 4, 2021 9:42 AM
Date Paid: Monday, January 04, 2021
Paid By: LIFETIME ENCLOSURES, INC.
Pay Method: CREDIT CARD 408812120
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14477
~+; CENTRALSQUARE
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IMPORTANT
PERMIT AND INSPECTION NOTES
BUILDING.
1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the
Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits.
2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68.
3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68
and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade.
Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE).
4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit
compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof.
5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch)
will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly.
6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC-
R401.
7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection.
8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is
required for slab inspection.
9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and
R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar.
10. Inspections:
a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and
should be scheduled for the first day of work.
b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown-
coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection.
c. All roofing projects require an In-Progress Inspection, Residential and Commercial.
d. The roof must be complete and the building dried in before scheduling rough trades inspections.
11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be
inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be
sealed.
12. Please post the building permit documents in a conspicuous location, before start of construction,
including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The
Police Department may review the management plan for compliance and parking.
13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City
Manager.
2
14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan
review and approved before it can be inspected. Building inspectors are not authorized to approve changes to
the approved plans in the field. (See Mechanical)
15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply,
including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where
the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR)
and installed during or immediately after excavation.
EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY.
1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC-
EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that
information on the plans, with the Design Criteria and Code Analysis.
2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter.
3. When it is discovered during construction that the Compliance Method is not correct, or the project
has expanded into another Compliance Method, revised plans will be required to update the Permit.
No inspections will be conducted until the approved revisions are on site.
4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current
provisions for Energy Conservation, including weatherproofing and insulation will apply.
5. Building inspectors are not authorized to approve changes to the approved plans in the field.
ROOFING.
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing
Inspection is approved.
b. All roofing projects require an In-Progress Inspection.
c. Sheathing installation and replacement guidelines per APA.
d. Underlayment must conform to FBC-R Table 905.1.1
e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F
ELECTRICAL.
1. Electrical work must comply with the provisions of the 2014 NEC.
2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing
Approval Documents for the conductors and the termination points, at each end, specifically allow
connection without the compound. (Three documents will be required)
PLUMBING.
1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5.
2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer
3
must be internally examined to verify proper size and slope and that piping is not broken or obstructed,
per FBC-R, P2502.1.
3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection.
4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per
FBC-R, P2604.3.
MECHANICAL.
1. All equipment and duct work must match the approved plans and Energy Sheets.
The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or
a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and
trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the
Mechanical Contractor with State License Number.
FUEL GAS.
1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas.
2. LP gas storage systems and outside piping must comply with NFPA 58.
3. All underground gas piping and tubing must be buried with 12-inches of cover.
4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval.
4
01/23/20, 02/13/20
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OocuSign Envelope ID: 45211D0B-23E7-4E8O-BA74-DE58F60O5778
ues,gn Metnoo: MW~H:; uimponents o:. 1_;1aoo1ng
Basic Wnd Speed: 120MPH
Building Category: 1
Wind Exposure: 8
The design and span shown on this
drawing are based on the load
requirements for the Florida Building
Code 6th Edition, 2017
Morris Residence #10641
768 Aquatic Drive
Allantic Beach. FL. 32233
111,t,ite frame XX removable glass endosure
24• insulated kneewaH 18/14 screen
exi~ting 4" concrete slab
1/4'=12"
Contractor. Lifetime Endosures, Inc.
Jeff Briar CRC028471
5521 Chronicle Court
Jacksonville, FL 32258
904-731-5580
904-731-5750 fax
Oate:10/12/2020
Drawn by: Greg Knight
Vincent Seibold PE 48288
1015 AUantic Blvd. #128
Atlantic Beach, FL 32233
904-568-4112
8' O" +/-
52" +/-3'
DOOR
8' O'' +/-
LEFT VIEW
PLAN VIEW
I
I
' ' I
3" compos~e roof
' ' ' I
I
I
I .
' I
14 o· +1-
4
-14' 0" +/.
FRONT VIEW
j
8' D" +/-
I
X
-
This item has been electronically signed and sealed by
Vincent Seibold PE 48288 on Oct. 28, 2020 , using a SHA
authentication code .
Printed copies of this document are not considered signed
and sealed and the SHA authentication code must be
verified on any electronic copies
8' O" +/-
RIGHT VIEW
DocuSign Envelope ID: 45211D0B-23 E7-4E8D-BA74-DE58F60D5778
Typical Cage Bracing Details
S -3/4~ X 1• lC 1/e" Galv. Strop Plot.,,.
'Z-511'-' Anchor bolt (faponsion Bolt) = 2.-. .Jj4"" IY;z''-r,,.e=,.;~
Galvanized Strap Detail
., ...... ~-. : . ' ..
Tr/angular pl ate
w/8 -#1 0 sms.
cable required
when enclosure
Coble extends more than
18' from host.
One · pair of cables
for every 300 SQ . ft.
wall surface area .·
Hare: i. Sett'·tappirig SMS shalt be stlllnJess ~ or ztnccoatcd.
Loop~d Cable Detail
2. Members sh!!' be lsolat<d as "'?'~ed tD pnwent corrosion,
General Notes and Design Criteria:
i. Pool/Patio -Enclosures and ScreenjGlass Room Additions are designed t.o b~ atrachaj 1:Q a .
permanent structure of adequate capacity.
2. The contractor shall verify that the host structure is in good cond ition and of sufficient !;trength to
support the propased addition.
3. The FBC 6th Edition2017 ls the basis for design wind load as pe r Chapter 20, Table 2002.4.
4 . Maximum purlln spadl)g is 7'-0": Internal lateral braci ng required for spans o_ver 39 feet.
5. Mean roof height shall be less than or equal to 30 feet. The height of th e addition mall not exceed
the height of the host structure.
6. The exposure is per site l.ocation. ''C' for structures along the coast and "B" for all others.
7 . Th e pool/patio beam spans are based on op!;!n _b~ilqi[lg qassific;ation. _Trye typic,al _cl~ils_~hown are
indicative of a standard installation.
8 · Fasteners shall have a.head and/or be-.provided with ·washers not less than 1/2" in dia. For decking·
~md siding. ·
MINIMUM POST SIZE AND NO. OF SCREWS
· Beam Size Post Stze ~8 #10 #1♦
I
2x5 2X4 . 10 8 6
2X 6 2x4 10 8 6
2x7 2x's 14 12 10
2x8 2x6 14 12
2x9 2x7 16 11,
~x 10 2X8 16
MINIMUM SPACING AND EDGE DISTANCES
· Minimum Spacing
Min. Edge Distance
#8 #10 #14
5/8" 3/46 1·
5/ 16" 3i B" 1/2"
SCREEN/GLASS ROOMS & ENCLOSURES
VinC?ent Seibolcl PE 4 8288 ..
1015 Atlantic Blvd. #128
Atlantic Beach, FL. 32233
Ph~ne: 904-568 --4112
V:;~{i~:!1~i~ ~l~~g;:: a'1~~d :u":e':i~~~ ,
<ode
Pnnted cop,.~• ol lhls dix;,,,,m,nl •r• no! conside1ed t igneci
a nd MIiied •nd the SHA authenlii:.t10n code m1.1sl be
\le11lied on any elecl101"11C copl8$
--------
DocuS;gn E~velope ID: 45211D0B-23E7-4E8D-BA74-DE58F60D5778
.--,•==-~• X r' ~·•~fl
IQ,t ~' us<i-!•x i • l.ONO "'15 HT0 ""'° MOSl
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TYPICAL 1 x 2 TO HOST AT COR.NER "
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,.,, """" PCST Ot ><=• ,asr.-• '-._ l';.,z"x \.v;LC.l..11":$'
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TYPICAL CHAIR RAIL TO POST DETAIL
'l:f. Pm ~,:;~~-~o~~ ,.
, 1• x 2" cont. w/ I 'X
. .... -
1/4 l<.9.Y+· tapcons •
at 24 .. o. c.
2• x 2• l(.125 angle
each side post
2 • #10 x ¥.~ sms
into post and¼" ,= '8",c.ll'\os.--t~
fol'(. -...lo-r7 v'~
2"Mln · t.lpc'?n IW laiM~-..v
AW At-l6\..I: fO~
,:>...J,..IL..A=OF"-~-'-'-,· E:A.C/4 ,:i:•_ l"'O!>T
l'YPTCAL 1 X 2 TO HOST AT GIRT
I ;<.,Z. 'fo z.,.,z f. 't-/AU.. w -z'',,.11, 5Ks t,"c;, c..
TYi>ICAL FOUNDATION DETAILS
. edge
Srz:a '
LJ:;G -Lo~Gie=i<..
• ~? a,,:i $ J>-.-5 1<,io'dP
Fo!C-'f'Me;:~,;,,u..;.::-,,:
()1t:. ~-i<"(10 51-'f-5 ~Woi;
. TYPICAL POST BASE DETAIL
PIie 'fype Footing .
=-~S~~~·;e ~;~~~: :,~~da~~-~~~,
'""' P,intecl coplea ol tnt• docYmenl a<o nol conlli,•red 1rgntd
•nd sealed and lhe SHA a1Jthontic111on col:ie mut.t tie Notes: ~erilied on any e lK11onlC copie ,
1. Concrc-te shall beminumuu 25.0 psi. C•vcr for rebar robe 3".
2· Fibccmesh can be used in lieu of wire mcsfi .
3" Slab on grade can b.: us<:d fur roof.=, l<os !ban 360 •~-ft. •r for
poslli with uibutory areas ~ than 75 s~. ft.
4' Minimum slab thickness to be 3-lf2"_
5' Foundation to bear on oompackd sub-grade with mio. l.500 psi
bearing capacity.
6' Pile lypc footing to have 3ffl" rebar 12" lo ng thru p.1sts oa.:b way.
T Embedde4 aluminum posts to be isola:ted from concrete to
pre vent corrosion.
8' Posts suppruting carrier beams tu have adequate foundation for
hold down c,q,acily. A minimuoioI I cubic foot ofconcn:r.:: ll>r
caclJ 10 sq. ft. ofrool area
DocuSlgn Envolope ID: 4521100B-23E7-4E8D-BA74-DE58F60D5778
I
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Pnm,d eop1H of lhl& document a re n(!l eon11~1•d •~•o
and aealed and the s~ IUlhlnllclllOh code mull bt
veril11 d on any ,1,cuo~ co;.••
SCREEN/GLASS ROOMS & ENCLOSURES
REVISIONS !
Atlantic Beach, FL 32233
Phone: 904-668-4112
DocuSign Envelope ID: 45211 D0B-23E7-4E80-BA74-DE58F6005778
· .. ·•
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code
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venhd Oft, Wly elsc:Y~ cope•
Vmcent s ·elbold-~
1015.Atlantic:i:i1vt1.-i#.12a ·· ·
Atlantic Beach, FL 32233
-904-5684112
~--------------------------------------------------------------------.--------
NOTES:
17"
MAX.O.C.
(TYP,)
INSTALL ONE #8 ANCHOR THRU
EACH HINGE INTO SUBSTRATE (TYP.)
ANCHOR LAYOUT
1. INSTALL ONE ANCHOR AT EACH IN STALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
INSTALLATION
ANCHOR (TYP.)
INSTALL TWO #8 ANCHORS THRU
STRIKE PLATE AND DEADBOLT STRIKE
PLATE INTO SUBSTRATE (TYP.)
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SH IM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING
SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. AL L INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED
WOOD MUST BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN
THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FAGTENERS : 3" FOR MASONTRY, 1• FOR WOOD AND METAL.
8. WOOD OR MASONRY OPENING S. BUC:K&AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE
STRUCTURE. SUBSTRATEp •.::i~i:,. MEF.T THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TA6 LE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED . _, .....
9. SEALING ANO FLASHING STRATEGIES FOR OV ERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMNAAMA 100(FIN WINDOWS), FMNMMA 200(FLANGE WINDOWS), FMNWDMA 250(BOX WINDOWS), FMNAAMNWDMA 300(EXTERIOR DOORS)
~~'Ws~
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
1000ALUM.
GUARDIAN DOOR
NON-IMPACT
IO -0, ;;i ~Q u.i ,--M
~ ~ 1'i I-<
0 -o 0
~ IL W ::; wo > w I-< a,
:; Cl)
0 0 z ID ID 0 0 u. u. ID
"' oo ui 2 -... .. > lsl a: Zw a: a: 0 Q a: w w 0 a. a. z I-
0 0 w 0.
I!! w > ir ~ 0 (.) <( w 0 0 CJ)
a. a. 0 w :, :, <( 0
W O O a, < g
LUCAS A. TURNER , P.E.
FL PE# 58201
1239 J ABARA AVE.
NORTH PORT, FL 34288
PH. 941 -380-1574
SHEET SCRIPTION:
ANCHOR SCHEDULE AND
NOTES
D AWN BY: DATE:
ADE 09/08/08
DWG #: R V.:
CWS-176 E
SCA SHEET
1 :20 50F6
RE\t1SIONS:
MODEL DESIGNATION: Simonton Horizontal Slider Series 07-09 / 07-10 / 07-20 Vinyl Window MIN. EDGE DIST ..
REV.
"
lMS
MAXIM UM OVERALL NOMINAL SIZE: See Size Chor! SEE NOTE 2
#10-16 GR. 5
SELF-DRILLING SCREW lMH
LMH
08/26/16
12/ll/16
09/20/18 DESIGN PR ESSURE RATING: See Size Chart
1 •, 2", OR 3" DEEP ALUMINUM
FRAMING OR APPROVED MULLION
SEE NOTE 9-B
MIN. EMBED ..
:.--II--"'-SEE NOlE 2
USABLE CON FIGURATIONS: XX. OX, or XO
GENERAL DESCRIPTION: The heod, sill, ond side jambs ore extruded PVC. The wall thickness
through which the anchor screw penetrates is a m inimum of 0.070".
SILICONE CAULK SILICONE CAULK
SEE NOTES 15 & 16
1/4" MAX. SHIM
MIN. EMBED.,
SEE NOTE 2 SILICONE CAULK
SEE NOTES 15 & 16
r -----+----+-+--+--t---t----+----t--,~
~ <l ;.,
~ :,; SILICONE CAULK
G) HEAD
1/4" MAX. SHIM
SILICONE CAULK
SEE NOTES 15 & 16
'.:_l
#10-16 GR 5
SELF-DRILLING SCREW
MIN. EDGE DIST.,
SEE NOTE 2
,-
:,:
8 :,: v' "' :, < E
~
0: ~ 0
>< < :,
;r-
0 X
>< < :,;
NOTES:
1", 2". OR 3• DEEP ALUMINUM
FRAMING OR APPROVED MULLION
SEE NOlE 9-B
MIN. EDGE DIST.,
SEE NOTE 2
ED SILL
MIN. EMB ED.,
SEE NOTE 2
110-16 GR. 5
SELF-DRILLING SCREW
1•, 2•, OR 3" DEEP ALU MIN UM
FRAMING OR APPROVED MULLION
SEE NOTE 9-B
G) J AMB
1. This installation hos been evaluated for use Tn locations adhering to the Florido Building Code and whe re design pressure r-equirements as determined
by ASCE 7 Minimum Design Loads tor Buildings and Other Structures do not exceed the design pressure ratings listed herein.
2. For Installation Into aluminum tube substrates or approved aluminum mullions, use #10-16 SAE Gr. 5 self-drllling scr ews of sufficient length .to achieve
o minimum of 3 t hreads penetration beyond aluminum frame substrate. Anchors should be o minimum of ½" from t he edge of cluminum substrate.
J. All in terior and exterior perimeter surfaces ,of t he window must be caulked.
4. When the optional head expanders ore used, the INSTALLER MUST ADJUST the anchor lengths to main t ain the required minimum
embedment/penotrotion into the substrate.
5. Anchors shall be specified and spaced as shown. Anchor embedment t o base material shall be beyond wall dressing or stucco a nd into wood or
aluminum substrate.
6. Wood bucks ond a luminum framing (by others) must be engineered and anchored properly to transfer loads to the struc ture. Bucks an d alu minum
framing shall extend beyond interior face of fram e such that full support of the frame is provided. =1
L----4---+--f--+--i<l f--i----,
1--------"W' MAX. OVERALL FRAME 111D1H-------t·
7. The responsibility for selection of Simonton Products to meet any applicable l ocal lows, building codes, ordinances, or ot her safety requirements r es t s
solely with the architect, building owner , or contractor.
8. For woodbuck substrates, use #10 wood screws with 1 1/2" min. em bedment into wood, unless otherwise noted. Screws sh oulO be a m inimum of 3/4"'
from the edge o f t he wood.
9. A. Wood -Min imum Specific Gravity = 0.55.
B. Aluminum -Minimum Alloy 6063-TS. Minimum wall thickness 0.040"
SIZE CHART
OVERALL SIZE
WIDlH HEIGH I DP RATING
"W" "H"
78" 72"
±20 PSF 96" 65"
78" 63" ±25 PS F
73" 51 " ±50 PSF
63" 48" ±55 PSF
10. Shims ore optional. Mox. shim .stock i s 1/4".
11. When using a #10-16 self drilling or 810 wood screw throu gh t he wi ndow frame, pre-drill the thru hole ot specified insta ll ation screw locations.
12. When used in oreos requiring impact protection. this product DOES REQUIRE the use of approved impoct resistant shutters or other ext ernal protec tion.
13. Fl ashing should be applied using the AS TM E 2112 method oppropriote for the opening In to whic h the window is being installed.
DI llally sl n db Henn sF N O PE 14. Glazing shall comply with ASTM E 1300-04.
R:ason, 1 !,,:' •• :,•"'•~• ·\ f ., .... ;. · · 15. Use 100:C pure silicone caulk compliant with AAMA 800 Section 1 -Sealant Specifications for use with Architectural Fenestration Products.
Date, 201&.09.26 '\. • ,,,, 16. Use . a backer rod on all joints >3/4" deep and/or wider than 1 /4". Finished caulk joint should be a minimum of 3/8" d eep.
,,,, I':. 0 .11;.,7. Designation ·x• and •o• stand for the following: X: Operable Panel - 0 : Fixed Panel. ,, -r;
Dimenafonol Tolerance,
Union Otbecwl;sc SPcctfiod
Oeclmals
.X ± .OJ .xx± .01 o· 30 min. .xxx ± .005
l Cnchnnc A vl:'1luc
Petlnsboro, WV 26415
HEET:
1 ol 1
07-10 07-20 HORI ZONTAL SUDER
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