HomeMy WebLinkAbout23-5491IN AM%
\11 010
BAR-00549
Issue Date:
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee Imposed for the Initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
� I I I I I I I I 111111 1 11 � I I I I I III 1� I I 1 !111 111111, 111!1111 1 1111 1 !11 1 1111 1111 111 � III � ",I III II t t #� I " I
T
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
'0
GQNTRACTOR SIGNATURE
1PE11TOFFICE
THOUT APPROVED INSPECTION
. M-K
813-780-0020 City of Zephyrhills Permit Application
Building Department
Date Received
Phone Contact for Ret°ar�itLing
� _ _ ...�_g_,�
Ownees Name Ro i . j Owner Phone Number
Owners Address l i ; I c �� �_t� ,, L t Owner Rhone Number
Fee Simple Titleholder Name � � � Owner Phone Number
Fax-813-700-0021
i 0 - :� < .-1-r �. .
Fee Simple Titleholder Address
JOB ADDRESS ) l a, ra r: LOT #
SUBDIVISION i� �[ � jf} � PARCELID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CGNSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
RE OF CONSTRUCTION BLOCK FRAME STEED
DESCRIPTION OF WORT{ ��'
BUILDING SIZE d i 1 $O FOOTAGE HEIGHT d
FBUILDING d VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ ..... —�� AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING 1
MECHANICAL VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER � a �a COMPANY ���FEE
SIGNATURE REGISTERED �CURRE�
Address I Re, r f ?A "1d s y e) License #
ELECTRICIE=== AN COMPANY
SIGNATURE REGISTERED ;;;�FEE CURREh
Address License # .._...
SIGNABTURE E=== REGISTERED E;;;;
�FEEURRFN Y ! N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED ;;;��FEE CURREI Y/ N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED ;;;��FEECURRV,
Address License #
tiM11�I1�1�1Iyt11i�M11I/iilili111I11ff11IiI�I11I�I1111I�/11/I�M1
RESIDENTIAL Attach (2) Plot Plans„ () sets of Building Mans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (1 u) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach () sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500)
°* Agent (fear the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over°Counter if on public roadways.,needs ROW
OWNER OR AGENf�
CONTRACTOR
Subscribed and swor {o ffirrned) before thi
Subscribed and orn to or affirmed) before m his
by t7 i aI ✓
by
Who is/are personal known to me or has/have produced
Who is/are personally known to me or has/have produced
ally
—7
IV as identification.
r) os e. - t s identification.
j
/
i notary Public
Notary Public
T
Commission No.
Com ission No.
Name of Notary ty d, printed or stamped
Name of Not pe , printed or stamped
NANCY JEAN BROOKS
a Notary Pudic - State of Florida
CommissioniN 23(?137
NANCY JEAN BROOKS
� Notary Public - State of Florida
my Comm. Expires Deb t&, 202
A� Commission # HH 23Qt37
" Bonded through National factory Assn,
� My Comm, Expires freb 18, 2026
Bonded through National Notary Assn,
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM,
2, ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2` NOMINAL THICKNESS.
3, 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 NEI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
T SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSR
& THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO, 67 LESS THAN
3/4`.
AIR ENTRAINING +/- 1% - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185,
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR,
2ALL MORTAR SHALL BE OF TYPE M OR S.
3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8'%
4,PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5FOR ALLOY WITH A
MINIMUM THICKNESS OF 0,040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
1 STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INCWASHINGTOND.C. THE FLORIDA BUILDING CODE, 7TH
EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION,
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 EMS 6° FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER,
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD,
z, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
1 ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5, ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=,42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER, FASTENERS SHALL BE MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED,
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBERARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHERWISE.
E. REFERENCE STANDARDS,-
`J
ASTM E 119 v I 1Z, V V I) T t&JA N 9 f
ASTM E 1300
ASCE 7 -16 0 Z 4
L
AA ASM 3 5, AND SPEC. ED R ALI.MINI I A y ?,11 �,--
ASTM C94 Vi I V
ASTM CISO
ASTM C33
ASTM C260
ASTM C494
ASTMA615
ASTMA185
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
7TR*pn`If1,
CURRN`
17A� THE
fq45F',NVAT T&ftff Dkj^
TC3EIfi
R_Sl�b BUT
TO, REVIATIONS.
, Ty , SIM--SIMILAR -
3. CON UNLESS OTHERWISE NOTED
4. CONT --CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR,
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES,
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
LOADING IS PLACED ON THE MANUFACTURED HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
R 4501.17,1 IN ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4, IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
S. SCREENING MATERIAL SHALL BE 18XI4X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310A
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR
EGRESS PER HUD 3280ADS, (a) THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL BEDROOMS IS LESS THAN STAND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE
STILL MAINTAINED. A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE,
NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR
WAS LOCATED, AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD
3280.105
EXTENSION TO EXISTING NON -HABITABLE LANAI
AND NEW CONCRETE SLAB
DESIGN DATA:
1. RISK CATEGORY: 1
2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
3. WIND EXPOSURE: B
4. WIND LOADS - ENCLOSED
INTERNAL PRESSURE COEFFICIENT: +/-0.18
FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
ROOF: ZONE 1: 12.4/48A WALLS: ZONE 4:30.4/-33.0
ZONE 2: 12,4/-63,9 ZONE 5: 30.4/-40.7
ZONE 3:12.4/-87A
SOLID ROOF (MWFRS):
20 PSF
5. SOLID ROOF TYPE:
T148"1024" 1 LB, DENSITY EPS FOAM COMPOSITE PANEL ROOF,
PC 7561 OR EQ.
DEFLECTION: L / 120
MAXIMUM ALLOWABLE SPAN: 13.44'
SITE SPECIFIC DESIGN SPAN: i(Loo,
6. FOUNDATION:
NEW CONCRETE SLAB AND FOOTING PER SECTION WOF GENERAL NOTES.
EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS
FROM THE PROPOSED ADDITION
HOLLOW SECTIONS 11NOnA;
2 x 2: ---------------------------------------2" x 2" x 0.044" S-1 GENERAL NOTES
3 x 2: ---------------------------------------3" x 2" x 0.05011 S-2 DRAWINGS-3 DRAWING
2 x3: ---------------------------------------2„ x 3" x 0.050" S-4 DETAILS
2 x 3: ---------------------------------------2" x 3" x 0.070"
2 x 4: ---------------------------------------2" x 4" x 0.050"
2 x 5: ---------------------------------------2" x 5" x 0.050"
OPEN BACK SECTIONS
--1" 1
--------------------------------------
1 x 3: ---------------------------------------- I " x 3" x 0.04
SNAP SECTIONS
2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045"
2 x 3 Snap: ---------------------------------2" x 3" x 0.050"
2 x 4 Snam --------------------------------- 2" x 4" x 0.045"
SELF MATING fSM13
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2x5SMB: B.---------------------
2" x 5" x 0.050'x 0.118"
2x6SMB: ----------------------
2" x 6" x 0.050" x 0.120'
2x7SMB: ----------------------
2" x 7" x 0,057" x 0,120"
2 x 8 SMB: ----------------------
2" x 8" x 0.072" x 0.224"
2x9SMB: ----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB: ------------------- 2" x 10" x 0.092" x 0374"
I HEREBY CERTIFY THAT 1 HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 2020
7TH EDITI% �I DENT14,§ EXISTING
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PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
1 Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
FBC Plans & Engineering
Services, Inc.
5344 9th St
Zephyrhills, Fl. 33542
Phone: (813)838-0735
�Website: www.fbcplans.com
email: erb@fbcplans.com
C.O.A. - #29054 1
DRAWN BY: W.P.
DATE: 12/27/22
I REVISION: I DATE: I
XWWWW",
EXIST. LANAI &
x CONCRETE
ED
to 1 O'x2O'
I
MOVIE
ATTACH 2X4 STUD TO
EXISTING WALL FRAMING
W/1 6d NAILS @ 12" D.C.
STAGGERED
NEW CONCRETE SLAB
WITH 12"X12"
FOOTING
-0
00 00
-t I NEW LANAI j "t
x x
10 1 EXTENSION (0
2X4 STUD WALL FRAMING @
16" D.C.
-j
-- ------- I --21k
PR. 36X80
1 V -0"
FLOOR PLAN
1/4"=V-0"
w"alsoxw/mION
•
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE W;TT, � li 7-16 AND FBC 2020
7TH EDIT�Wk PLgLl,JYNSTING
CID %
CZ 1
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
FBC Plans & Engineering
Services, Inc.
5344 9th St
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Website: www.fbcplans,corn
email: erb@fbcplans.com
C.O.A. - #29054
DRAWN BY: W.P.
DATE: 12/27/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO, 4
#22-1129-507
PRQffT ADi I ESS:
ROY & JUUE BAKER
3511 TOURMALINE DR.
EMERALD POINTE, LOT 257
ZEPHYRHIUS, FL 33540
CONTRACTOR:
PLAN/ELEVATIONS
S-2
fI
w4niqR=
I I
-------------------------------- L
14*-0'
LEFT SIDE ELEVATION
1/4"=1 '-0"
\—NEW CONCRETE SLAB
RIGHT SIDE ELEVATION WITH 12"X12" FOOTING
1/4"= V-0"
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 2020
7TH EDITION RESIDENTI & EXISTING
L
t �L C,4z J,
"
/101
P 0 R FE L ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, Fl, 33542
Phone: (813)838-0735
Website: www.fbcplans.com
email: erb@fbcplans.com
C,O.A. - #29054
DRAWN BY: W.P.
DATE: 12/27/22
REVISION: DATE:
RO I
RO 2
RO 3
RO 4
#221129507
ROY & JULIE BAKER
3511 TOURMALINE DR.
EMERALD POINTE, LOT 257
ZEPHYRHILLS, FIL 33540
CONTRACTOR:
OWNER
PLAN/ELEVATIONS
®3
SIMPSON RSP4, LSTA12, SP2 OR
EQUIV. @ EACH STUD
7/16" OSB OR 1/2" PLYWOOD —
SHEATHING, SEE NAILING NOTE
SIMPSON LSTA12 OR EQUIV, @
THESE LOCATIONS
2X4 JACK STUDS PER CHART
2X4 FULL LENGTH/KING STUDS
PER CHART
ATTACH JACK TO CONT. STUD
W/10d NAILS @ 24" O.C.
STAGGERED
1/2`0 WEDGE ANCHORS, SEE W
SECTION
DOUBLE 2X4 TOP PLATE
DOUBLE ZX WOOD
HEADER, SEE CHAI
2X4 JACK ST
ATTACH JACK TO CON
STUD W/10d NAILS @
O.C.
X16" DEB SHEATHING,
NAILING NOTE
on
@ STUDS TO BASE PLATE
WALL FRAMING FOR
WINDOW OPENINGS
2X4 DOUBLE TOP PLATE
2X4 CRIPPLE STUDS @ 16" D.C.
DBL 2X HEADER W/1/2"
PLYWOOD SPACER, PER CHART
ffiffff&l��
INSTALL DOORS IN
OPENING PER MANUF,
INSTALLATION SIMPSON SP2 OR EQUIV.
INSTRUCTIONS � I � I I—
IMPSON RSP4, LSTA12, SP2 OR
:QUIV. @ EACH STUD
X4 CRIPPLE STUDS @ 16" O,C.
MANDE INSTALLATION
INSTRUCTIONS
2X4 CRIPPLE STUDS @ 16" O.C.
L/2`0 WEDGE ANCHORS, SEE WALL
SECTION
ALL CONNECTORS AND FASTENERS IN CONTACT
W/TREATED WOOD SHALL BE ZINC COATED
GALVANIZED STEEL OR SIMPSON'ZMAX'
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD. ROWS OF
NAILS SHALL BE J" MIN. FROM PANEL EDGES, PLYWOOD
SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES.
ALL FASTENERS NAILED PER MFG,'S SPECIFICATIONS.
SHEATHING SHALL OVERLAP TOP AND
BOTTOM PLATES (SEE NAILING NOTE)
NORMINDIffawwam
2 #5 REBAR CONT.
ON 3" HIGH CHAIRS
DEL, HEADERS W/J" PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C, EACH FACE
FASTEN 3" COMP. PANELS TO TOP PLATE W/1/4`0 LAG
SCREWS W/NEOPRENE WASHERS, 1-1/2" MIN.
EMBEDMENT, @ 8" D.C.
DBL 2"X4" TOP PLATE (ONLY NON -TREATED WOOD IN
CONTACT W/ALUM, ROOF OR PROVIDE IMPERVIOUS
MOISTURE BARRIER)
(2) 2X HEADER PER CHART WITH 1/2" PLYWOOD
SPACERS OVER OPENING,
FLASHING OVER OPENINGS
APPROVED FLASHING MATERIAL SHALL BE APPLIED OVERI
DOOR & WINDOW OPENINGS TO PREVENT WATER
PENETRATION INTO THE WALL CAVITY OR STRUCTURAL
FRAMING COMPONENTS, PER R703.4 I
— INSTALL WINDOWS AND DOORS PER MANUR
INSTALLATION INSTRUCTIONS
SPECS.
NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM
7/16'WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR
OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER
PLACED UNDER THE SIDING.
2"X4" WOOD STUDS @ 16" O.C.
P.T. 2X4 BOTTOM PLATE ANCHORED WITH 5/8"0 WEDGE
J
ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6'
�A G�R�AD
FROM OPENINGS AND 24' O.C. W/4'MIN. EMBEDMENT, TYP.
•
WOOD SIDING, SHEATHING AND WALL FRAMING ON THE
EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS
THAN 6" FROM THE GROUND SHALL BE PRESERVATIVE
TREATED PER FBC SECTION 317.1.5
CONCRETE BELOW
GRADE PER R403.1,4
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND 2020 FBC
7TH EDITION RSii ;jL& EXISTING
.. .... .....
r
ly
. %
c",
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
FBC Plans & Engineering
Services, Inc.
S344 9th St
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Website: www.fbcplans.com
email: erb@fbcplans.com
C,O,A. - #29054
DRAWN BY: W.P.
DATE: 12/27/22
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
ROY & JULIE BAKER
3511 TOURMALINE DR.
EMERALD POINTE, LOT 257
ZEPHYRHILLS, FL 33540
CONTRACTOR:
November 28, 2022
Tote City of Zephyrhills
-
I Julie Baker give Kathy Mims permission to take car of my permit
application and issuance.
Julie Baker
S i ature
Sworn to and subscribed before me this ��day of 0 U ,
produced identification.
Personally known to me — or
Type of Identification Ten n ene5 e- e— bf, 1�'r e,,,-
11-1-1.1 .......... . .. --"—
NO TAIRY s i'
a re
Print NaIM2�
JEAN BROOKS
Notary Public � State of Florida
EMNANCY
Commission # HH 230137
my Comm, Expires t�eb 18, 2026
Bonded through National NOtary Assn,
F All lot improvement requests must be submifted no later than Wednesday by 2:00 to be
processed on the following committee meeting day. All permits must be posted visible to t
street. I
a I
to Recd1&/4/,-Q, LOT IMPROVMCNT REQUEST Permit No-;;kL
To: PPOP, Lot Improvement Committee & Board of Directors
From 32
zoo t#/Address . Lot 3 51 �1-. r.v v �p-�k'-
Phone number where you can be reached; ---jL-L- -1 1 9 ---L9 Z 7----
We request EPPOA approval for construction, addition to our installation, on the following:
Shed ()()Lanai ( )RV Port ( )Park Model ( ) Cottage ( )Concrete Slab ( ) Pavers
Concrete Painting ( ) RV Skirting ( ) Landscaping ( )Pat enclosure ( ) other
All requests for construction/additions/remodeling are required to have a complete,
detailed/sketch, to include footprint, setbacks, front elevation, back elevation, left
right side elevation And top elevation. All elevations must include all sizes and
locations of windows and doors, with length, width and height of the overall structure.
Park models are to include pamphlet with pictures. In addition, all requests require and
must include the full description, including color of siding, trim, shutters, doors, pavers
and concrete painting if applicable. "PR,10R TO BE IN CONST TION11 a copy of the
Zephyrhills building permit and a copy of e c atod ongineering plans must be RETURNED
to the ,LOT , these will be returned to you for construction. Upon
completion of your construction a complete copy of the engineering drawings of the
structure, (as built) permits, inspections and final permit approvals must be returned to
the Emerald Pointe Lot Improvement Committee for Office filing
Pat enclosure must follow guidelines for size, height and location.
Lot Owner's Signattare
—?,--�,—� �?a
ZME
1
9
No
L�J-"'r
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/ Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Steve Schreiber
sschrelber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
-Standard
TAS 201
TAS 202
TAS 203
Method I Option A
11/10/2020
11/10/2020
11/17/2020
Year
1994
1994
1994
https://www.floridabuilding,org//-Pr/pr app_dtl,aspx?param=wGEVXQwtDqvXaHHDwAAy.. 1/7/2021
Florida Building Code Online
L'M
S mma of Praducts
--- Model, lumbar or am. _FD.;r iripliori ir 11
16472A Metal -edge Steel Door in Adjustable
6'-8" Opaque I/S or O/S Single Door Unit
Steel Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16472 R6 C CAC N1006039-_R8.pdf
Approved for use outside HVHZ. Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/28/2025
Design Pressure. +65.0/-65.0
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL1_6472_R6_11_FL 0178,pdf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE 7 do
Created by Independent Third Party:
not exceed the design pressures listed. T-O" x 6'-8" max
Evaluation Reports
nominal size. See the single door details on drawing FLO178
EL16_472 R6_AE 512746C,.pdf
for additional information. See FL16472,3 for double doors.
Created by Independent Third Party: Yes
16472,2 Metal -edge Steel Door in Adjustable
8'-0" Opaque I/S or O/S Single Door Unit
Steel Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16472 R6 C GAC NI006039 R8.gdI
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/28/2025
Design Pressure. +65,0/-65.0
Installation Instructions
Other, Evaluated for use in locations adhering to the Florida
FL16472 R6 11 FL.-0179.-pdf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE 7 do
Created by Independent Third Party:
not exceed the design pressures listed. 3'-0" x 8'-0" max
Evaluation Reports
nominal size. See drawing FLO179 for details.
FL16472 R6_AE 512746Cpdf
Created by Independent Third Party: Yes
' I Adjustable
16472.3 Metal -edge Steel Door in A��
6'-8" Opaque I/S or O/S Double Door Unit
Steel Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ. Yes
FL16472 R6 C GAC NI006039 R8.gdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant, Yes
02/28/2025
Design Pressure. +50.5/-50,5
Installation Instructions
Other. Evaluated for use in locations adhering to the Florida
FL16472_ R6_ II_FL_0178._pdf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE 7 do
Created by Independent Third Party:
not exceed the design pressures listed, 6'-0" x 6'-8" max
Evaluation Reports
nominal size. See the double door details on drawing FLO178
EL16472 RE, AE 512746Cpdf
for additional information. ,
Created by Independent Third Party: Yes
99 Et
Contact Us :: 2601 13W, Stone Road Tallahassee FL 32399 abqaftLIS0-487-1824
The State of Florida is an AA/EEO employer. !; privacy Statement :; AcZesslallty_�jtatement :: Refqnd Statement
Under Florida law, email addresses are public records. If you do not went your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487,1395. *Pursuant to Section 455,275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,$., please
click hbg_e.
Product Approval Accepts:
M W] im ER M
Credit Card
Safe
W, `4
https://www.floridabuilding.orgllprllpr_app_dtl,aspx?param=wGEVXOwtDavXaT4T4DwA Av I /7/13,W) 1
r)ll MASONITE.
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
6'-8'OPAQUE DOOR IN TWO-PIECE STEEL FRAME
'2, RAI NOTES
T. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES USTED,
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIRED,
3, IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 222D OF THE FSO.
A. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
45� "87" (MIN.)
TWO_—_PlME_AQ&a_rAB �TEEFRAM 20GAJ
AkmloNAlA
ll'YAX,
OVER411 FRAME
MAX
I— PANEL 3/4WIDTH Fr3PANEL 3/4' WIDTH
T_
G,
13 El 0 0 0 M
Pi 'n
m E)
DODO 00,
DOUBLE DOOR UNIT SINGLE UNIT
REQUIRES THE ADDITION OF PEMKO S88 GASKET AND PEMKO 30SCR TO FRAME JAMBS AND
PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS.
4r,e 4m�
KURT RALTHAZOR
FLORIDA P.E.
#56533
L0
IT
u
U)
�Nj
Il
_fl,
6
r)ll MASONITE
IGED METAL -EDGE STEEL DOOR UNIT
, DOOR IN TWO-PIECE STEEL FRAME
1, VALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA OUILDINO CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ABBE 7, MINIMUM
DESIGN COAM3 FOR BUILDINGS AND OTHER STRUCTURES.
()DES NOT EXCEED THE DESIGN
PRESSURES LISTED.
2, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FSC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE OVELOPED INDEX OF 60 PER ASTM E84.
"87' (MIN.)
TWO-PIECE
mdM&aowm
ewt� F'Pw..,.........ue..
TABLE pF CONTENTS '��
CC)
Cl
0
Ci
OVERALL MWE
35-3/4" MAX 35-314' MAX.
1-, L
PANEL WIDTH PANEL WIDTH
w L0
Ld
C3 0 13 13 0 cl
Pi of
ID
Z Z
00
LOLO
$7NGtE DOOR UNIT
REQUIRES THE ADDITION OF PEMKO S88 GASKET AND PEMKO 305CR TO FRAME JAMBS AND
PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS.
4� je S"49 c ,E N
KURT RALTHAZOR
FLORMA P.E.
SEE DETAIL_
D'
_L_
T_
SEE DETAIL
C.
J/
Mr
SEE
H
1- 6' MAX
1,25" 0.50'
5.64'
lNaWRU_j_HRESJ±Q_LQ A_QLJN/0lafflNG J-K&ESHOJ.D
PFH WOOD SCREW #I0x3/4" PFH SELF TAPPING SCREW
J__
Lr)
o� Do
'cS
�;
co
S" MAX.
0
.M7
MAX
c it
10.07' D.C.
MAX
nM�L)
�g
(a-
Lo
SEE DETAIL J/
oH
TitiNsmlibl
— 3- FROM C/L
6' MAX W RQ 6 MAX
0.50"
AQ-A-QUT-SWAIG BLMPER _Q�T �S - —THaL_U9 L-D S
#8 . 2" #10 x 112 *DOOR ATTACHMENT
0
x 3/81, W18 x 2" MACHINE SCREWS
OR , ,
SCREW #10 x 112"
MACHINE SCREWS #10 x 112 "
#10 x 112"
#10 x 112" TYPICAL
TYPICAL FRAME ATTACHMENT HINGE 2RIAL-:!!"
STRIKE DE AIL "D" (3) MACHINE SCREWS
NOTES: 1 KWIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK
1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TARCONS WITH 1-3/4" MIN EMBEDMENT, OR SCHILECE F-SERIES CYLINDRICAL AND B-SERIES DEADLOCK
2. TAPCON EDGE DISTANCE MIN 2-1/2". SCREW EDGE DISTANCE MIN 1/2". --HARDWARE TO BE AT �-1/2�CENTERLINE.
1 BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE. 2. 4" X 4" FULL MORTISE BUTT HINGES.
Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
dbProduct Approval pr 4 USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
�u FL # FL163-R8
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer
Custom Window Systems Inc.
Address/Phone/Email
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature
Jay Lathrop
jlathrop@cws.cc
Technical Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws,cc
Quality Assurance Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category
Windows
Subcategory
Single Hung
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2028
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence EL163 R8 COI Eva[Rep�grl:466E.p�f
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
standard
ANSI/AAMA/101/IS2/A440
Florida Licensed Professional Engineer or Architect
E_L163R8 EquLiv 3500 Equivalency:FL-163.pff
Year
2008
Sections from the Code
___ —1 --- 110_-M'V n rr1nn.0/ OA /0
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL # I Model, Number or Name
163,1 3500 Single Hung
Method I Option D
08/26/2020
08/31/2020
09/18/2020
12/15/2020
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 3500 Single Hung Equal Lite H-C35 56"x 91"; 3500
Single Hung Oriel H-C35 56"x 91",
Installation Instructions
EL163 P8 11 CWS-466Epdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
EL163 R8 AE EvalRep_grt466Ep f
Created by Independent Third Party: Yes
�Contact Us :: 2tdi. 61air Stone Road, Lhone 850487-1824
The State of Florida is an AA/EEO employer, opyfight 2007-2013 _State of Florida :: RELva ,y Statement :: Accessibility al ment :: Refund _Statement
St_,__al _
Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, -Pursuant to Section 455.275(l),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts.
rr a] M 99 M
Credit Card
safe
E==
hit- I I; I A; A+I I' n. , In n 1 1,1 ;r I——... 17111-111 " I I
57 1/4" MAX. OVERALL
57 1/4" MAX. OVERALL
FLANGE WIDTH
FLANGE WIDTH
56" MAX. UNIT WIDTH
66" MAX. UNIT WIDTH
63 1 IV GLASS DLO-
- 53 1/8, GLASS DLO
T
92 1/4'
92 114"
MAX
MAX.OVERALL
OVERALL
FLANGE
FLANGE
HEIGHT
HEIGHT
91,
585116"
GLASS
MAX.
DLO
91"
UNIT
MAX.
HEIGHT
UNIT
HEIGHT
MAX,
28 1/4"
F
A5 _9/16'
SASH
MAX.x
HEIGHT
GLASS
SASH
DLO
HEIGHT
L
il 11116" GLASS �DLO 51 1lt`1152' GLASS DLO
ORIEL EQUAL SPLIT
SEE NOTE 10 SEE NOTE 11
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
.....1
GLAZING DETAILS..............................2
DP CHARTS.....,,.....__ ..... _ __3-5
SECTION VIEWS & ALT FRAME....
6
EXTRUSIONS & B_CLM___,_____
.... 7
ANCHOR SCHEDULE & NOTES.....,8-9
INSTALLATION DETAIL.... ____10-11
GENERAL NOTES:
owgum -M
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
WINDOW SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE
1900 SW 44TH AVE.
(FBC), CURRENT EDITION.
OCALA, FLORIDA 34474
2. GLAZING OPTIONS: (SEE SHEET 2)
WWW.CwS.CC
3. CONFIGURATIONS: `O/X".
3500 ALUM.
4. DESIGN PRESSURE RATING (SEE SHEETS 3-5):
SINGLE HUNG
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
NON -IMPACT
GLASS TABLES ASTM E-130004e01/09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09,
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w-
Z W lw <
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN
w
0 �� U) D�
0
USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 10-12 FOR
LL i-W zi,-3::EE
INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=l.
Z Z =2 < � to 0 0
0 0 E- 0< T I_d�
WAS USED FOR WOOD ANCHOR CALCULATIONS.
0 c) cc z ,5 IL P as a.
42 3/4"
0 Z
Z 0
GLASS
DLO
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
< —ZO(Ozo
�--'20 LLZ
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION,
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CK
7� ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT
W)LUp7:O_
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USED AT ALL FRAME JOINTS,
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8. SERIES / MODEL DESIGNATION SH -3500.
a,
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9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH.
4113/16"
GLASS
10. ORIEL UNITS AS SHOWN UP TO 56"x 91" ARE RATED ±35 PSF.
%%%r , , ps A.tliIIIjjj/ U))y)V'
- 4
DLO
FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON
QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER
-,%Came
TO SHEETS 5 & 9.
No. 58201
11, EQUAL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF.
Z�
Jul
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FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON
STATE OF
QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS, REFER
TO SHEETS 3,4 & 8.
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W111111111011
12, SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL
ELEVATIONS IN A SIMILAR LOCATION.
Lucas Turner
8/19/2020
2020.08.21
LUCAS A. TURNER, P.E.
11:21:31
FL RE # 58201
-05,00,
2428 Did Natchez Tre TH
Camden, TN 38320
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
;AWN BY:
DATE:
AIDE
03116/09
TG _9
REV.,
CWS-466
E
:ALE:
S�HEET
SHEET
1:25
1 OF 11
r1/8" ANNEALED
I r, 1/8" TEMPERED
INSTAGLAZE3 !NSTAGLAZE 3
PURFECT GLAZE "H' PURFECT GLAZE "H'
TREMGLAZE S500 6 TREMGLAZE 8500
GLASS BITE 1/2' GLASS BITE
TREMGLAZE
�1- GLASS
GLASS TYPE A GLASS TYPE B
—5/8" OVERALL --5/8" OVERALL
118' ANNEALED TEMPERED
--318' AIRSPACE 3/8' AIRSPACE
1/8' ANNEALED —1/8" TEMPERED
INSTAGLAZE 3 INSTAGLAZE3
PURFECT GLAZE "H' I PURFECT GLAZE "H'
67 TREMGLAZE S500 67 TREMGLAZE S500
P TREMGLAZE
R
PURFECT
F
TR
EMGLAZE
R
R
E
F
L GLASS
1/2" GLASS BITE 112" GLASS BITE
Q N
UANEX DURASEAL or, QUANEX DURASEAL or,
CARDINAL
, IS P
G jCARDINAL XL EDGE or, CARDINAL XL EDGE or,
KODISPACE 4SG TPS KODISPACE 4SG TER
S, I.G.I G SP,
rl(G. SPACER I.G.SPACER
L
ir 3/16" ANNEALED
INSTAGLAZE 3
PURFECT GLAZE "H'
0,7 TREMGLAZE S500
1/2' GLASS BITE
GLASS TYPE Q
5/8" OVERALL
—3/16" ANNEALED
— 1/4" AIRSPACE
—3/16" ANNEALED
I. INSTAGLAZE 3
kKODIPURFECT GLAZE W
6 TREMGLAZE 5500
TREMGLAZE R
E
M
F
G
C L T
1/2" GLASS BITE
X
QUANEX DURASEAL or,
EILI I)'
CARDINAL XL EDGE or,
L
'SP
SPACE 4SG TPS
I P C " LG_ SPACEI
GLASS TYPE E GLASS TYPE F GLASS TYPE G
3/16" TEMPERED
WINDOW SYSTEMS W
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wwWCws'CC
INSTAGLAZE 3
PURFECT GLAZE "H'
S TREMGLAZE S500
3500 ALUM.
SINGLE HUNG
-IMPACT
1/2! GLASS BITE
LA,
ZE
< z
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< 0
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2
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Z 0z"6zD0
0 w
ar,
0 0 F- >_ 5
GLASS TYPED
ZLL U) Of U) n w ELI
0 CL
wwowIn,
5/8" OVERALL
--3116* TEMPERED
'XiiIIIIII/j//
pS A, Tijft
AIRSPACE
—3116" TEMPERED
INSTAGLAZE 3
No. 58201
flu
PURFECT GLAZE "H'
0_Y
TREMGLAZE
.67 TREMGLAZE S500
STATE OF
467
GLASS BITE
t
\QUANEX DURASEAL or,
8/19/2020
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
LUCAS A. TURNER, P.E.
I.G.SPACER
FL RE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
SHEET —DESCRIPTION
GLASS TYPE H
GLAZING DETAIL
57RAWN —BY DATE:
ADE 03116/09
DWG #: REV,
CWS-466 E
-SCALE— SHEET
1:1 2 OF 11
DIP CHART: EQUAL SPLIT WICLIPS
DESIGN
PRESSURES FOR EQUAL SPLIT CONFIGURATION WITH ANCHOR CLIPS (SEE NOTE 2)
Overall Flange Unit Overall Flange Width
24.750 26,750 28.750 32.750 37.000 40,750 44
Height Height Unit Width
23.500 25.500 27.50 31:5110 35750 39,5[043.
28.750 27.500 Mass Type -A
+50.0/-70.0 -50,0/ -70.0 +50.0/ -70.0 +50.0 / -70_O +50,0/-70.0 +50,0/-70,0 +50.0,
Glass Type B, C, D, E, F, G, H
+50.0/40.0+50.0 / -70.f) +50.0 / -70-0 +50,0/-7tL0 +50-0/-7RO +50.0/ -70,0 +50.0,
32.750 31.500 Glass Type A
+50.0/ -70.0 +50.0/ -70.O +50.0/ -70.0 +50a/ -7(L0 +50.0/-70.0 +50.0/ -70.0 +50.0,
Glass Type B, C, D, E, F, G, H
+50,0 / -70.0 +%0/-70.0 +50.0/-70.0 +50.0/ -70.0 +500/ -70,0 +50.0/-70.0 +50.0,
36.750 35.500 Glass Type A -
+50.0/-70.0 +50,0/40.0 +50-0/-70.0 +5001-70,0 +50.0/-69.9 +50.01-61,9 +50.0,
I lGlass Type 8, 0, D, E, F, G, H
+50,0/-70.() +50.0/-70.0 +50,0/-70:0 +50.0/-70.0 +50.0-69.9 +50.0 / -6L9 +50.0,
38.375 37J25 Glass Type A
+50.0/ -70-0 +50,0/-70,0 +50.0 / -70-0 +50,01-70,0 +50-0-66,8 +50.0/ -59,8 +50.0,
Glass Type 9, C, D, E, F, G, H
+50:0/ -70.0 +50.0/-70,0 +50.0/-70.0 +50.0/ -70.0 +50.01-65.8 +50.0/-59.8 +50.0,
-70L +50,0/-70.0+50.0/ -69.3- +50,0/ -64.6
-70.0 +50,0/-70.0 +50-0/-69.1 +50-0/ -64.6
FIGURE 3.1 (SEE NOTE 2
-69.0 +50.0/-64.0 +50.0/-593 +50_0/-55.5
EXAMPLE 36" x 62" THRU FRAME)THRU CLIP COMBINATION
-69.0 +50.0/ -64,0 +50,0 / -59.3 +50.0/-55.5
-57,0 +50.0/-53-5 +48A/-48.4
LEFT JAMB: USING INSTALLATION CLIP ANCHORS
-57.0 +50,01-53.5 +50.0/-50.1 +48.41-48A
RIGHT JAMB: ANCHORS THRU FRAME
-54A +50.0/-SO.'2 +46.8/-46.8 +44.8/-44,8
-54,1 +50.0/-50.2 +4&8/-45.8 +44,9/-44.8
HEAD: ANCHORS THRU FRAME
SILL: USING INSTALLATION CLIP ANCHORS
40.750 39:500 Glass Type A +sao/-70.0 +50,0/-70.0 +50.0/-70.0 +50,0/-68,3 +50,0/-610 +50,0/-57.2 +50a/-51.5 +47,3/-47.3 +42.9/-42.9 +4031-40,7
Glass Type B, C, D, E, F, G, H +50L0/-70.0 +50.0/-70.0 +50b/-70.0 +50D/-683 +50.0/-62.0 +50,D/-57,2 +50.0/-51.5 +473/473 +419/-42.9 +40,7/-403
44.750 43.600 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50,0/-60.6 +50.0/-55,0 +50.0/-50.9 +4T2/-47.2 -44.01-44.0 +39.8/-39.8 +363/-3&9 6" MAX 18" MAX O,C.
Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50,9�+4T2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9
48750 47500 Glass Type A
+50.0/-70.0 +50.0/ -70.0 +50.0/ -66,9 +SO.O / -60.6 +50.0/-55-0 +50.0/ -50.9 +49.4/ -49.4 +44.0/-44.0 +38.9/-38.9 +35-2/-35,2
1 1 Glass Type B, C, D, E, F, G, H
+50.0/-70.0 1 +%Q/ -70.0 +50,01 -66,9 1 +50,0/-60,6 +50.0/-55,0 +50L / -50.9 +49,4/-49A +44.0/-44.0 +3&9 / -38,9 +351/-35,2
Glass Type A
+S0.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50,0/-60.6 +!30,0/-55.0 +500 / -5(),9 +49.3/-49,3 +419/-419 +38.8/-3&8 +35,11-35,1
50,625 49.375
I 1 Glass Type B, C, D, E, F, G, H
+500/-70.0 +500 / -7G.0 +50,01-66.9 +50.0/-W.6 +50.0 / -55.0 +%G/-50,9 +493/-49.3 +43,9/-43,9 +38-8/-38,8 +35A/-35A 8' I
52.750 51L500 Glass Type A
+50.0/-70,0 +50.0/-70,0 +50.0/-6&9 +50,0/-60,6 +50,0/-55.0 +50,0/ -50,9 + 49A / -49.1 +419j-43,9 +39:0/ -39.O +35,1/-35,1
Glass Type 8, C, D, E, F, G, H
+50,0/-70.0 +50,0 / -70.O +50,0/-66.9 +5R0/-60,6 +50.0/-55:0 +SROf-50,9 +493/ -49.1 +43.9/-43.9 +39.0/-39,0 +351/-35A
55.750 55.500 Glass Type A
+510/ -70.0 +50.0/ -70.0 +50.0/-66.9 +50,0/-60.6 +50.O/-550 +50.0/-50,9 +4&4/-48,4 +417/-417 +38.9/-38,9 +35,4/ -35.4
-
Glass Type B, C, D, E, F, G, H
+50.0/-70.0 +50.0/-70.0 +50.01-66.9 +50.0/ -60.6 +50.0/-55.0 +50.0 / -%9 +48A/ -48.4 43,7/-43,71 +38.9/ -38,9 +35.4/ -35A
Glass Type A
4"
+50.0 / -70.0 +50.0/ -70,0 +50.0/ -66.5 +50.0/ -60.6 +50.0/ -55.0 +50-0/-50A +47.5/ -47.5 +42.8/ -42.8 +38.7/-38.7 +353 / -35.3
60.750 59.500
Glass Type B, C, D, E, F, G, H
+50.0/ -70-0 +50.0 / -70D:I +50.0 / -663 +50.0/-616 +50.0/-55,0 +50.0] -50.9 +47.5 / -47.S +42.8 / -418 +383 / -38.7 +353 / -353
4
63,000 61350 Glass Type A
42-
+50-0/-70,0 +50.0 / -67.0 +50.0/-63,4 +50,0/-57,8 +50,0/-53.0 +49.4/-4a.4 +4&0 1 -46.0 +42,1/-42.1 +38.4 / -38A +35,21-352
Glass Type B, C, D, E, F, G, H
+50.0/-70,0 +50.01 -67.0 +50.0 / -63A +50,0/ -57.8 +50.0 / -510 +49,4/-49,4 +146-0/-46.0 + .1/-42-1 +38,4/ -38-4 +35,21-35.2
+4'.
[
W750 65.500 Glass Type A
+50.0/-663 +50L/ -623 +50.0/-58.8 +50.0/ -53.4 +49.0/-49,0 +45J/-45,7 +417/-423 +40,0/-40,0 +37.4/ -37.4 +343 / -34,7
#Glasa Type B, C, D, E, F, G, H
+50.0/-66.3 +50,0/-62,3 +50.0/-58,8 +50.0/-53.4 +49.0/-49.0 +45-7/-45.7 +42.7/-42.7 +40.0/-40,0 +37A f -37.4 +34,7 / -34:7
Glass Type A
+50.0/ -63.9 +50.0/-60,0 +S0.0/-56.6 +50.0/-51.4 +47.1/ -47.1 +44,0/ -44,0 +41-1/41A +38.5/-3&5 +36.1/-36.1 +34.0/-34.0
+3IL
68.750 67..Soa
Glass Type B, C, D, E, F, G, H
+50.0 / -63.9 +50,0/ -60.0 +50.0/ -56,6 +50.0/ -51.4 +47.1/ -47.1 +44,0/ -44.0 +41,1/-41.1 +3&5/-38,5 +36.1/-36.1 +34.0/-34.O
72.750 71.500 Glass.Type
+50,0/ -63.9 +%0/-60.0 +50.0/-5E6 +50.0/ -51.4 +47.1/ -47.1 +44.0/ -44.0 1-41.1 / -41.1 +38.5/-38,5 +35.5 /-35.5 +32.8/-32.8
-A_
Glass Type B, C, D, E, F, G, H
+50.0 / -63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/ -47.1 +44.0 / -44.O +4:L1 / -41A +38.5/-38,5 +35,5 / -35.5 +32,8/-3Z8
Glass Type A
+50.0/-60.2 +50.0/-573 +50DO -55.8 +50,0/ -51.4 +47.1/-47.1 +43.5/ -43.5 +40,1/-401 +374/-37A +34.2/-34.2 +31.6 -3L6
76.000 74350
14 7511
Glass Type B, C, D, E, F, G, H
+50.0/-60-Z +50,01-57.7 +50.0/-55.8 +50-0/-51A +47J/-47,1 +43,5/ -415 +40A/ -40.1 +37.41-37,4 +34.2/-34.2 +31.6 -3L6
80.750 79.500 Glass Type A
'Io
+50,0/-55A +50.0/-52.6 +500/-50.7 +47,9/-47,9 +45,0/-45.0 +41,21-41,2 +38,1/-38.1 +35,5/-35.5 +32,1/-32,1 +30A/-30,1
Glass Type B, C, D, E, F, G, H
+50,0/-55,1 +5aDj-52.6 +50.0/-50.7 +47,9/-47,9 +45.01-45.0 +41.2 / -4:L2 +3&1/-38,1 3 .5/-35-5 +32A/-32A +30.1/-30.1
84,750 83.500 Glass Type A
+50.0/ -51,4 449,0/-49,0 +47A/-47.1 +44,2/-44,2 +414f-42A +39,6/ -39,6 +36,6/-36.6 +333 / -33.7 +aD7 / -30,7 +28.8 / -2&8
lGlass Type B, C, D, E, F, G, H
+50A/-51.4 +49a/ -49,0 +47A/-4T1 +44,2/-44.2 +414/-42.4 +39,6/-39,6 +36.6 / -36.6 +33,7/-33,7 +30:7/-303 +300/-30.
88.750 87,500 Glass Type A
+48.2/ -48.2 +45.8/ -45-8 +43.9/ -43.9 +41.1/ -41A +39.2 / -39.2 +38,1/-38,1 +35.2/ -35.2 +32-1/-32.1 +29.5 / -29.5 +27.6 / -27.6
Glass Type 8, C, D, E, F, G, H
+48.2/-48.2 +45.8/ -45.8 +43.9/ -43.9 +41.1/ -41.1 +39.2/-39.2 +38.1/-38.1 +35.2 / -35,2 +32A/-32,1 +30.0/ -30.0 +30,0/ -30.0
92250 91,000 Glass Type A
+45.7/-45.7 +43.4/ -43-4 +41.5/ -41-5 +38,7/ -38-7 +36-7/-36,7 +35,6/ -35.6 6/-26,6
Glass Type 9, C, D, E, F, G, H
+45.7/-45.7 +43.4/ -43A +41.5/ -41.5 +38.7/ -38.7 +36.7/-36.7 +35.6/ -35.6 +33.7/-33.7 30.9/-30,9 +30.01-30.0 +30.0 /-30.0
NOTES:
1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE,
2. THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING (LE., THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING).
REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAMEfTHRU CLIP ANCHOR COMBINATION,
)'C.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www_CWS'CC
8/19/2020
LUCAS A. TURNER, P,E,
FL PE # 58201
2428 Old Natchez Tm Thl
Camden, TN 38320
PH, 941-380-1574
COMPARATIVE ANALYSIS
- EQUAL SPLIT WICLIPS
DRAWN BY: DATE:
ADE 03/16/09
DTIG -9 RED,
CWS-466 E
SCALE: SHEET
1:1 l 3 OF 11
DP CHART: EQUAL SPLIT
DESIGN PRESSURES
FOR EQUAL SPLIT CONFIGURATION. LIMITED BY GLASS AND TESTED PRESSURE LIMITA'RONS
Overall Flange Unit Overall Flange Width
24,750 26,750 28.750 32,750 37,000 40L750 44.750 48.750 53.125 57,250
Height Height Unit Width
23,500 25.500 27.500 3`L500 35.750 39,500 43.500 47,500 51.875 56.000
Glass Type A
+50-0/-70,0 +50,0 / -70,0 +50,0/-70.0 +50.0/ -70:O +50.0/-70,0 +50.0/ -70.0 +50,0/-70.0 +50.0/ -70,0 +50.0/-70,0 +50.0/-70.0
28.750 27,500
Glass Type 8, C, D, E, F, G, H
+50:0/40,0 +50.0/-70,0 +50,0/ -70.0 +50,0/ -70T, +50.0 / -70,O +50.0/ -70.0 +50.0/ -70.0 +50,01-70,0+50.0/-70,0 +50.0/-70.0
32,750 31,50D Glass-fypeA
+50.0/ -70,0 +50.0 / -70.O +50,0/ -70.0 +50,0/-70.0 +50,0/-7().0 +50.0/-70,0 +50.0/ -69.2 +50,0/ -66.1 +50,0/-619 +50.0/ -61.3
Glass Type 8, C, D, E, F, G, H
-
+50.0/ -70.0 +50.0/ -70.0 +50.0/ -70.0 +50.0/-70.0 +50.0/ -70.0 +50.0/ -70.0 +50.0 / -70.0 +50.0/ -70,0 +50.0/ -70.0 +50.0/ -69.9
glass Type A
+50.0 / -70,0 +50.0/ -70,0 +50,0/ -70.0 +50ZI -70.0 +50.0/-69.9 +SO,O / -61,9 +50.0 / -57.0 +50.0/ -53.5 / -50. 1 +48.4/ -48.4
36-750 35-500
Glass Type 8, C, D, E, F, G, H
-+50.0
+50-0/-70.0 +50,0/-700 1 +50.0/-70.0 +50.0/ -70.0 +50-0/-70.0 +50.0/ -70-G +50.0 / -70-0 +50:0 / -7(10 +50.0/-69,4 +50,0/ -63.3
Glass Type A
+50.0/ -70.0 +50,0/ -70.0 +50,0 / -70,0 +50.0/-70.0 +50,0/ -68,1 +50.0/ -59.8 +50,0/ -54.1 +50-0/-50,2 +46,8/-45-3 +44.8/ -44.8
38-375 37A25
Glass Type B, C, D, E, F, G, H
+50.0/ -70.0 +50,0/ -70,0 +50,0/ -70.0 +50.0 / -70.O +50.0/-70.0 +S +50,0/40,0 +50,0/-70,0 +50.0 / -6TO +50.0/ -61.1
40350 39.500 Glass Type A -
+50,0/-70,0 +50,0/ -70,0 +50.0/-70.0 +50.0/ -70.0 +50.0 / -66.4 +50,0/-58,0 - 3 +50,0/-51.5 +47/ -47.3 +42.9/-42,9 +40.7 / -40.7
Glass Type B, C, D, E, F, G, H
500/-700 +500/-700 +500/-700 +540/ -70 0 +500/-700 +500/-700 +50.0/-70.0 +50,0/ -70.0 +50.0/ -63.8 +50.0/ -58.1
Glass Type A
+50,0 / -701t +50.0/-70,0 +50,0/ -70.0 +50.0/ -70,0 +50.0/-64.7 +%o / -56.7 +4B9/-49.9 +44.5/-44.5 +39.8/-39,8 +36.9/-36.9
44-750 43-500
Glass Type B, C, D, E, F, G, H
+50.0/-70-0 +50-0/-70:0 +50,0 / -700 +50,01-70,0 1 +50-0/-70-0 +5aG/-70.0 50.0/-70-0 +50.0/ -66,5 +50.0/-59.4 +50.0 / -54,o
48-750 47.5001 Glass Type A
+50,0/ -70,0 +50,0/ -70,0 +5G-G / -70-0 +50.0/ -70.G +50.0/-63-2 +SD-G -56Z +49.4/-49.4 +44,0/-44,0 +38.9/-38,9 +35,2/-35.2
I I Glass Type 8, C, D, E, F, G, H
-+50.0/ -70.0 +50.0/ -70.0 +50,0/-70.0 +50,0/ -70.0 +50.0/ -70-0 +50.0-70.0 +50.0 / -7aG +50:O / -62,6 +50,0/-55,7 +50.0/-50.5
50.625 49.375 Glass Type A
+50.0/ -70,0 +%0/ -7GO +50-0/-70-0 +50,0/ -70-0 +50.0 / -615 +50-0/-55.6 +49,3/ -493 +43,9/-43,9 +38.8/-38.8 +35.1/-35.1
-
Glass Type B, C, D, E, F, G, H
+5110 / -70,O +50,0/-70.0 +50,0/-70.0 +5110 / -70,0 +50.0/-70,0 +50,0 / -70A +500/-688 +500/-61,0 +50.0/ -54.3 +49.1/ -49.1
Glass Type A
+50,0/-70.0 +50.0/-70.0 +50,0 -70,0 +50.01-70,0 +50.0/ -61.5 +50,0/ -55.2 +49A / -49J +43L9 / -43.9 +39.0/ -39.0 +35,1/ -35.1
52,750 51500
Glass Type B, C, D, E, F, G, H
+50,01-70,0 +50.0/-70.0 +50,0 -70.0 +50.0/ -70.0 +500/ -70.0 +50.0/-70.0 +50.0/-67.1 +50,0 / -59,4 +50,0/-52,7 +473 / -473
56350 55,500 Glass Type A
+50.0/-70.0 +50.0 / -7D.0 +50,0/-70.0 +50.0/-67.4 +50.0/-53,6 +50,0/-53,5 +48,4/-48.4 +43,7/-43,7 +38,9/-38.9 +35,4 / -35.4
Glass Type B, C, D, E, F, G, H
+50,0/-70.0 +50.0 / -70:0 -50.0/-70,0 +50-01-70,0 +50.0/-7110 +50.0/-70.0 +50.0/-64.4 +50.0 / -56.7 +50.0/-50,2 +45 - 3 / -Z,. 3i
Glass Type A
+50.0/ -70.0 +50-0/ -70.0 +50.0/ -70.0 +50.0/ -63.7 +50.0/-57.3 +50.0/-51.7 +47.5/-47,5 +42.8 / -42.8 +383 / -383 +35.3/-35.3
60,750 59,500
Glass Type B, C, D, E, F, G, H
+50.0 / -7FL0 +50.0/ -70. 0 +50.0 1 -70.O +50.0/ -70.0 +50.0/ -70.0 +50.0/-70.0 +50.0/-62.2 +50,0/ -54.6 +48,1/-48.1 +43.3/ -43.3
63000 61.750 Glass Type -A_
+50-0/ -70,0 +50.0/ -70.0 +50.0/ -69-1 +50,0/ -61-9 +50.0/ -55.6 +50.0/-50.7 +46.4/ -46.4 +411 / -42.1 +38.4/-38.4 +35.2/-35.2
Glass Type B, C, D, E, F, G, H
+50.0/40,0 +50.0/-70,0 +50.0/ -70.0 +50.0/ -70,0 +50.0/-70,0 +50.0/-70.0 +50,0/-61.1 +50,0/-53.5 +47,1/-47,1 +42,3 /-42,3
Glass Type A
+50,0/-70.0 +50.9/-68,9 +50.0/ -65,4 +50.0 -59,1 +50,0/-52,8 +48,8/ -48.8 +11,51-445 +41W-41,0 +37,4/-37,4 +34.77 / -34.7
66.750 65-500
Glass Type B, C, D, E, F, G, H
+50.0/-7fl0 +50.0/-7GG +50.0/-69.3 +60.0 -67.7 +50.O / -67,6 +50.0/ -67,6 +50-0/-59.6 +50.0/ -51,9 +45-5 / -45,5 +40,8/-40.8
68,750 6T500 Glass Type A -
+50,0/ -69.0 +50.0 / -66A +50.0/-63.5 +50.0 -57.6 +50.0/-51,6 +47,6 / -4T6 +415 / -43.5 +40.2/-40.2 +36.8 / -36.8 +34.1/-34.1
Glass Type B, C, D, E, F, G, H
+50.0/ -70,0 +50.0/-67,7 +50.0/ -65.9 +50,0-619 +50.0/-63,6 +50.0/ -63.6 +50.0/ -58.9 +50.0/ -51,2 +44,8 / -44:8 +40.1/ -40.1
72,750 71.500 Glass Type A
i
+50,01-64-0 +50.0/ -61,8 +50.0/ -59.9 +50.0/ -54,6 +49.S/ -4S,,5 +453 / -453 ±1 5 L-4L5 +386/-386 4 +35.5/-35.5 +32.8/ -32.8
-
Glass Type B, C, D, E, F, G, H
-
+50.0/-64,2 +50.0 -59.9 +%o/-5T5 +50,0/-56.7 +50,0 / -56.7 +50.0/-56.7 +50,0 / -50.0 +43.6/ -43,6 +38-8/-38,8
Glass Type A
+50.0/ -60,2 +50L/-5T7 +50.0 -55,8 +50,01 -52.5 4,4T6/-4T6 +415/-415 +40A/-40A +37.4/-37.4 +34.2/-34.2 +31.6/-31,6
76,000 74,750
Glass Type B, C, D, E, F, G, H
+50.0/-60.2 +50.0/-57,7 +50.0/ -55.8 +50,0/ -512 +50.0 / -510 +50.0/ -51.9 +S0.0/-51.9 -+49.2/ -49.2 +417/-42,7 +38,0/ -38.0
80.750 79.500 Glass Type A -
+50L / -55.1 +50.0/ -52.6 +50.0/ -50.7 +47,9/-47,9 +45.0/-45.0 +41.2 / -43-2 +38.1/-38.1 +35.5 /-35.5 +32.1/-32,1 +30,1/ -30.1
Glass Type B, C, D, E, F, G, H
+50,0/ -55.1 +%0 / -52.6 +50,0/ -50.7 +47.9 / -47.9 +46.3 / -463 +45,9 / -45.9 +45,9/-45.9 +45.9/-45.9 +41,6/-41.6 +36,9/-36.9
Glass Type A
+50.0/ -51,4 +49.0/ -49,0 +47-1/ -47.1 +44.2 / -44.2 +42,4(-42-4 +39-6/ -39.6 +36.6/-36,6 +33.7/-33.7 +303 / -30.7 +28.8/ -28.8
84.750 83.500
Glass Type B, C, D, E, F, G, H
+50.0/-51.4 +49,0/-49.0 +4T11-47.1 +44.21-44.2 +42.4/-414 +413 / -41,7 +41.6/-41.6 +41.6/ -41,6 +40,9 / -40,9 +36,1/-36.1
88.750 87.500 Glass Type A - -
+48.2/ -48-2 +45-8 / -45,8 +43,9/-43-9 +411 / -41,1 +39-2/-39.2 +38,1/-38.1 +35,2 / -35,2 +32,1/-32.1 +29.5 /-29.5 +V 61 -27 6
Glass Type B, C, D, E, F, G, H
+48.2/-48.2 +45.8/-45.8 +43,9/-43.9 +41-1 / -41.1 +39.2/ -39.2 +38.2/ -382 +37,9/-37.9 1 +37.9/-37.9 +37.9 / -37,9 +i5�Sf'�
Glass Type A
i i
-
+453 / -45.7 +43.4/ -43.4 +41.5 / -41.5 +38.7/-38.7 +36.7/-36.7 +35,6 / -35,6 +33.71-33,7 1 +30.9/-30.9 +28.4/-28.4 +26.26.6
92.250 a, 'lo"
E Glass Type B, C, D, F, G, H
+45.7/ -45.7 +43L4 / -43,4 +41.5 / -41.5 +38.7/-3 +3&7/-363 +35,6/ -35.6 +35.1/-35.11 +35.0/ -35,0 +35.0/ -35.0 +"C6) 350.
NOTES:
1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
2, IF THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS, DP IS LIMITED TO +301-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875".
a3g UUCP®
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.CwS'CC
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No. 58201
8119/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Tre TrI
Camden, TN 38320
PH. 941-380-1574
COMPARATIVE ANALYSIS
- EQUAL SPLIT
)RAWN BY. DATE-
ADE 03/16/09
7WG #: R El-i
CWS-466 E
'GALE' SHEET
1:1 4 OF 11
DP CHART C: CIRIEL
DESIGN PRESSURES FOR ORIEL CONFIGURATION. LIMITED BY GLASS AND TESTING DESIGN LIMITA-BONS
Over
r7;"h O
I Width 2323740 Overall Flange &750 1 .750 1 ,000 1 F750 53
a
"1119nit 1 U
Height Height I Height Unit Width 23,S00 1 25.500 27.500 1 31.500 1 35.750 1 39,500 1 43.500 1 47.50() 1 51
Glass A Sash, Glass E Fixed +50L0/-70,01+50,0/-70,01+50.0/-70.0 +50,0/-70.0 +50.0/-70.01+50.0/-70.01+50.0/-70.0 +50.0/-70.01+50.0
Glass Type B,C,D,E,F,G,H 1+50.0/-70.01+50.0/-7(),01+50,0/- 1 1+50.0/-70.01+50.0/-70.01+50.0/-70.01+50.0/-70,01+50.0/-70.01+50.0/-70.0
32.750 31.500 12.300 rl� gLaIIA1211, Glass E Fixed +50,0/-70.0 +50.0 / -MO +50.0/ -70,0 +50,0/-7Mj.S0_0/-7ft0 +%G/-70,0 +50.0 / -7D0j +50.0 / -7G.0 +50,0 / -693 +50.0 / -67,6
a'
's "'a Is, C, -MO +50.0/-70,0 +50,01 -70,0 +50.01 -MLI +5D,0/-7(L0 +SM/-70.0 +50,01-70,0 +500/-7RO +50,0/-70.0 +50.01-69,9
Glass Type B, C, D, E, F, G, H +50.0/
36350 35.500 I2.062 1 Glass A Sash, Glass E Fixed +%0/-70.0 +50.0/ -70.0 +50-0/ -70.0 +5().0/40.0 +50.0/-MO +50.0/-64,8 +50.0/-60.4 +50.0/-57.2 +50,01-53.6 +50.0/ -52.1
Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/ -70,0 +50.0/ -70.0 +50.0 1 -70.0 +50.0/-70,0 +50.0/-70.0 +50,01-70.0 +50.0/-70,0 +%0 / -69A +50.0/ -63.2
38.375 37.125 12.625 Glass A Sash, Glass E Fixed +50.0/ -70.0 +5M / -70.0 +50.0 / -Mo +5DO / -70.0 +50L0/-69.7 +50.0/ -61,6 +50.0/-56.6 +50.0,1-510 +493 / -49.7 +48L 0 / -48.0
Glass Type B. C, D, E, F, G, H +50,0/-XC +50,0 / -MO +50.0/ -70.0 +50.0/ -70.0 +50.0/-70,C +50.0 / -7(ti) +50.0/-7ftO +50.0/-70,0 +50.0/ -65.8 +50.0/ -60.8
40.750 39,500 13.438 Glass A Sash, Glass E Fixed +50,0/-70-0 +50.0/-70.0 +50-0/ -70.0 +50.0/ -70.0 +50.0/ -67.3 +50.0/-59.0 +50.0/-52.8 +48.9-48.9 +45,1 / -45A +42.8/-42.8
Glass Type 8, C, I), E F, G, H +50,0/ -70,0 +50.0/-70.0 +50.0/ -70.0 +SG.G/-70.0 +50.0/-70.0 +50.0/-70.0 +50:Of-70.0 +%0 -69.3,+50,0/ -61,3 +50,0/-56,6,
44.750 43.500 14.812 glass A Sash, -Glass E Fixed +50'0 /-MO +50.0/ -70.0 +50.0/-70.0 +50.0 -70.01+50.0/ -653 +50,01-57.0 +50.0 / -50.3 +45,2/ -45,2 +40,5/ -40.5 +37.9 1 -37,9
Glass Type B, C, D, E, F, G,.H +5(LO/-70.0 +50.0 / -7R0 +50.0 1 -70.0 +SO.O -70.01+50,0 -70.0 +50,0/ -70.0 +50.0/ -70,0 +50.0/ -65,1 +50,0/ -58.0 +50.0/ -52,6
48,750 47.500 16.125 Glass A Sash, Glass E Fixed +50.0/-70.0 +50.0 / -MO +50.0 / -7R0 +50.0 -MO +50,0 -63.8 +50.0 / -563 +44.6/ -49.6 +44,0 / -44.0 +39A / -39A +35.4/ -35A
Glass Type B, C, D, E, F, G, H +50.0/-70.0 +5Go / -70.0 +50.0/-70.0 +50,0/ -70,0 +50,0/-70.0 +50,0/-70.0 +50.0/ -68A +%G/ -62,0 +50-0/-55.7 +50.0/ -50.5
50.625 49375 16.812 Glass A Sash, Glass F Fixed +50,0/ -70.0 +50,0 / -7(tO +50.0/ -70,0 +5DO/-70.0 +50.0/ -63.1 +50.0/-55-9 +49-4/-49-4 +43.9/ -43-9 +38,8/ -38,8 +35-1/-35,1
Glass Type 9, C, D, E, F, G, H +5M / -70D +50.0/-Ml) +50.0/-70-0 +50.0/ -70.0 +50,G/-70LD +50,0-/-70.0 +50.0/-66.1 +50,0/-6M +50,0 / -543 +49,1 / -49A
52,750 51.500 17,500 Glass A -Sash' Glass E -Fixed ±5-0.o -/70.0 +50.0/-70.0 +K0/-7(L0 +%0/ -70.0 FSM/-62.2 +50.01-55,5, +49-31-493 +43.9/ -419 +3&9 / -38.9 +35.0 / -35.O
Glass Type B, C, D, E, F, G, H +50,0/-70.0 +50.0 / -X01 +50.0/-70.0 +50.0 -70.0 +50.0 / -70.0 +50.0/-70.0 +50.0/ -63,7 +50.0 / -59A1+50.0 / -52.7 +47.7 / -47.71
56.750 55.500 I8,875 Glass A Sash, Glass E Fixed +50,0/-70.0 +50,0/ -70.0 +50.0/ -70-0 +50.0/-68.81 +50.0/-60.3 +50,0/-54.6 +4831-48.7 +43,8/ -43.8 +39,01-39.0 +35.3/ -35.3
Pass Type 8, C, D, E, F, G, H +50,0/-70.0 +50,0/-70.0 +50.0f-70,0 +50.0/ -70.01+50,01 -68,2 +50,0/-63.7 +50.01 -60,2 +%O/-55.9 +50Z/ -50-2 +453 / -453
60.750 59.530 20,250 Glass A Sash, Glass E FFxed +50A / -MO +50.0/-70.0 +50.0/--67.7 +50.0/-62.9 +50,0/-59.3 +50.0/-514 +47.9 / -47e ±43 2 / -43 2 +389/ 398 +354/-354
Glass Type B, C, D, E, F, G, H +50-0/-70-0 +50-0/ -70.0 +S0.0/ -673 +50.0 / -62.8 +50.0/-593 +50.0 / -57. 3 +50,0/-55,9 +50.0/-516 +48.1/ -48.1 +43.3/-413
63.000 61.750 Glass A Sash, Glass E Fixed +50,0/-70-0 +SG.O/ -66.6 1-50.0 / -63,5 +%0 / -58.7 +M0 / -55A +50.0/-513 +47.2/-47.2 +415/-42.5 +383 / -38.7 +35.2/ -35,2
ff!�'� Glass Type 8, C, D, E, F, G, H +50.0/-70.0 +50.0 / -66,6 +50,0/-63,5 +50d/ -58-7 +50,01-55-1 +50LO / -53.0 +50.01-5L6 +%0/-50.7 +45.8/ -45.8 +4231-423
66.750 65.500 22.250 Blass A Sash, Glass E Fixed +50,0/-64,1 +50.0 / -60,5 +SM/-5731 +50.0/-518 +49,3/ -493 +47.1/-47A +45.5 -45.5 +42.4 / -414 +38.6 -38.6 3511-35.2
Glass Type B, C, D, E, F, G, H +SD.O/-54.1 +SM / -60,51+50.0 / -STS +5ttD/-52,8 +493 / -49.3 +47A / -47,1[ +45,5 -45,5 +44.S f -44,51,43,8 -418 +4D. 0 / -40, 01
68.750 67.500 22,938 Glass A Sash, Glass E Fix ed +S0.0/-61.1 +50.0/-57,6 +50.0/-54.7 +50,0/ -50.2 +46.7/ -46.7 444.5/ -44.5 +42.8/ -42.8 +4L7/-41.7 +38,6/ -38.6 +35.2/ -35.2
Glass Type B, C, D, E, F, G, H +%0 / -61.1 +50.0 / -57.6 +50.0/ -543 +50,0/ -50.2 +46.7 / -46.7 +44,5/ -44.5 +42.9 / -418 +41-7 / -4:L7 +41.0/-41.0 +39A / -39A
72750 71.500 24,313 glass A Sash, Glass E Fixed +50.0/ -53.5 +50.0/-51.1 +49.1/ -49.1 +45.6/-45,6 +42.21-42.2 +40.0/ -40,O +383 / -383 +37,0/ -3TO +361/ -36,1 +35,21-35.2
t #Glass Type 3, C, D, E, F, 6, H +50.0 / -515 500/-511 +4911/ -09 1745 6/ -45 6 +42,2 / -42.2 +40.0/-40.0 +38.3 /-383 +37,0/-37.0 +36A / -3&1 +35.6/-35,6
76.000 74.750 2,5438 Glass A Sash, Glass E Fixed +48,1/-48:1 +45,7 / -45.7 +43.8/ -43.8 +41.0/ -41.0 +39,1/39.1 +38,1/ -38,1 +3737 _373 +36A / -36A +35.51-3S5 +35,0/-35.0
IGlass Type 8, C, D, E, F, G, H +48.1/ -48.1 +45.7/--45.7 +43.81-43, +4LO / -4LO +39A - ... +38-1/-38.1 +37-7 / -373 +36.4/ -36.4 +35.5 / -3S.5 +35.0/-35,0
80.750 79.500 27.000 Glass A Sash, G1 ass E Fixed .- - 6.1 F35.4 / -35A +35,0/ -35.0 +35.0 / -35.O +35.0 / -35.O +35.01-35.0 +35:O / -35,0 +35.01-35.O +35.0 / -35.O
Glass Type B, C, D, E, F, G, H 37.1/-37,1 +36J/-36.1 +35.4/-35.4 +35.0/-35,0 +35.0/-35.0 +35.0 -35,01+35.0 -3 .0 +35.0-3&01+3 .0 -35.0 0 (- SA
84.750 83.500 28.375 GlassASash, fassfiFixed +37,1/-37.1 +36,1/-3&1 +354/-3514 +35 ' 0/-35 * 0 +35'0/ -35,0 +35,0 / -35.O +35.0/ -35.0 +35.O / -35.0 +35.0/ -35.0 +35A/-35R
Glass Type B, C, D, E, F, G, H +37.1/-37.1 +36,1/ -36.1 +35.4/-35,4 +35.0/_35.01+35.D/-35.0 +35A01-35,G +35,0/-35.0 +35,01-35.0 +35_01-35.01+35.0/-35,01
98.750 87.500 29,750 Gists A Sash, Glass E Fixed +37.1/-37.1 +36.11-36,1 .35A/-35A +35,0/ -35.01+35.0/ -35,0+35.0/ -35,0 +35.0/-35.0 +35.0 / -35.O +35.0/-35A0 +35.0/-35.0
Glass Type B, C, D, E, F, G, H +37.1/ -37.1 +36.1/ -36,1 +35.41-35A +35-0/-35.01 +35,0/-35.0 +35.G/-35_0 +35.0/-35.0 +35,0/-35,0 +35.0 / -35.01+35.0 / -35.0
92.250 30.938 Glass A Sash, Glass E Fixed +37.1/ -37.1 +36.1/-36.1 +35.4 / -35A +35,0/-35.0 +35,0/-35.0 +35.0/-35.0 +35.O / -35,O +35.0 / -35.O +35.0 / -35.01 +35.0 / -35.0
Glass Tpe B. C, D, E, F, G, H +37,1/-37A +36A / -36.11+35A / -3 1+35-0/ -35.0 +35.0/-35.0 +35.0/-35.0 +35.0/ -35,0 +35.0/ +35.0/-35]
NOTES:
1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
2. IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www'CwS.CC
3500 ALUM.
SINGLE HUNG
NON -IMPACT
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No. 58201
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STATE OF
8119/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PK 941-380-4574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
- ORIEL
DRAWN BY: DATE:
ADE 03/16/09
DWG 9: REV.:
CWS-466 E
SCALE SHEET
11 5 OF 11
67 15
1
37
EXTERIOR
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW
EXTERIOR
ALT, FIN FRAME
4S 11, 14, 23, 26-32, 34, 35, 42, 43-46, 59, 63, 65, 66 ARE USED BUT NOT SHOWN FOR CLARETY.
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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No. 58201
STATE OF
8/19/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez TIC Trl
Camden, TN 38320
PH, 941-380-1574
SECTION VIEWS -
ALTERNATE FIN FRAME
RAWK BY: DATE:
ADE 03/16/09
WG #' REV,
CWS-466 E
CALE: SHEET
1:2 6 OF 11
9 IS-1073
jSash Side/Top Rail
Aluminum
10
S-1074 Scm. Adapt., w/c, leg, Van-
Aluminum
11
S-1465 Install Clip
Aluminum
12
P-3340 Balance
13
P-3040 Sash Cam
14
P-3046 Take Out Clip
15
P-3043 Sash Stop
16
P-3037 Sweep Lock, RH
Nylon
17
P-3038 Sweep Lock, LH
Nylon
18
P-3305 Wstp,, 0.270 x .187 back FinSeal, Black, SoftTouch
Nylon
20
P-3303 jWstp., 0.190 x .187 back RuSeal, Gray, SoftTouch
Nylon
21
P-3305 Wstp., 0,270 x .187 back FhSeal, Black, SoftTouch
Nylon
22
P-3011 Wstp., 0,350 x .187 back, foam filled bulb w/wands
Nylon
_23
-f5--3303 Wstp., 0,190 x .187 back RnSeal, Gray, SoftTbuch
Nylon
24
P-3309 Wstp., 0.210 x.187 back RnSeal, Black, SoftTouch
Nylon
26
P-3612 #8 x 1,000 w/ 1/4" lead Quad PH Type A SMS
Steel
28
P-3635 #8 x 0,750 Quad PH Type A SMS
Steel
29
P-3515 #8 x 0.625 Ph FH Type A SMS
Steel
30
P-3264 Gasket, Hd, & Sill at Jo., SH-3500
Closed Call
_53
_P_-3342 Seam Sealer, SM-5504
34
P-3373 Pad, Sill, SH-3500
Open Cell
36
P-3022 Glazing Bead, Single Glazed
Metal
37
P-3020 Glazing Bead, Insulated glass
PVC
42
P-3352 Set, Blk., 85 Dur., 116'x 5/8" x 2" Lg.
43
P-3641 SH-3500 Gold Carl. Label
45
P-3881 Temporary Lbl. (NFRC/DP)
46
P-3613 CWS Lot. (logo)
47
Glass, Fixed
48
Glass, Sash
56
P-3218 Screen Frame
Alum
58
P-3321 Screen Frame Corner Key
Alum
59
P-3581 Screen Cloth, 18 x 16 Fiberglass
60
P-3228 Screen Spline, .155 Dja_ Blk,
Nylon
61
P-3029 Screen Pull Tab
Steel
62
P-3033 Screen Spring, SS
SS
63
S-1197 Install Clip, Curved
Aluminum
66
S-1112 Fr. Head, Fiance ArchtoD
Aluminum
LINE ITEMS NOT USED: i NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6
32,35,37-41,44,49-55,57'i
2 1116— 2 1/16"
1 1 2 16'
(Se
1/16" t4_711
— 11161,
FLANGE HEAD S-1326 FIN HEAD S-1330
2
3
FLANGE SILL S-1 182
_2`_
2'
FLANGE JAMB S-1077
63
97 ANCHOR CLIP -11
2'
PLAN VIEW
FRAME CORNER
CONSTRUCTION augubm-Ed
1 1/2" 1 WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS'CC
2 1/16"
3500 ALUM.
SINGLE HUNG
SASH BOTTOM RAIL H-1 181 SASH CORNER NON -IMPACT
CONSTRUCTION
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FIXED RAIL H-1563 111ill llN\N
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8/1912020
F—IL:1 -7 -
1 3/16" LUCAS A. TURNER, P-E.
PLAN VIEW OF ANCHOR CLIP FL PE # 58201
2428 Old Natchez Trc TrI
11 SASH SIDE RAIL S-1073 Camden, TN 38320
PH, 941-380-1574
-SHEET —DESCRIPTION
T-1116" 1 5/a
SfILL ANCHOR CLIP S-1465 BOM AND EXTRUSIONS
DRAWN BY DATE:
ADE 03/16/09
1/16
5WG P REV.:
SASH TOP RAIL H-1072 CWS-466 E
SCALE: SHEET
1:2 7 OF 11
6- MAX. (TYP) I B"MAX. D.C. (TYP.)
81, MAX.
SEE NOTE 2
6MAX- (TYP)
18" MAX. D.C. (TYR)
L--
INSTALLATION
ANCHORS (TYR)
SEE NOTE 2
M
6- MAX. (TYP.)—
6- MAX. (TYP.)
'MAX- D.C. (TYR) 6' MAX.
MAX. (TYP.)
SEE NOTE 2 61, MAX-_
(TYP.) L
18" MAX, O.C.
8*' MAX,
�T SEE NOTE 2
8"MAX. D.C. (TYP7)
18" MAX. D.C. (TYR)
0
INSTALLATION i 4"- 1
ANCHORS, THRU 4-
FRAME AT JAMBS -E
(SEE NOTE 2,SHT 6) INSTALLATION -E
ANCHORS, THRU
CLIPS AT ALL
x SIDES
sa
11 1114- 1
— — — — — — — — — —
IV 41 41
INSTALLATION ANCHORS,
ANCHOR
ANCHOR LAYOUT - (FLANGE) FOR DID CHART A THRU CLIPS AT SILL
THRU FRAME OR C"P N(MASONRY OR WOOD OPENING),
LAYOUT - {FLANGE} FC7R DP CHART B
OR WATED BY GLASS AND TESTED PRESSURE UMII �ONS, SEE SHEET 5 THIRD FRAME OR CUP (MASONRY OR WOOD OPENING)
DP LIMITED BY ANCHOR CLIPS, SEE SHEET 6
---- - - - - - - - - - - - - - ------ - -- ---- - - - - - - - - - - - - - - - - - - - - - - - --
NOTES: V MAX. (TYP.) 16' MAX. D.C. (TYP.)
1. INSTALL ONE ANCHOR AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD. i F-1—
4" MAX. (TYP.}
2, SHIM AS REDD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 1/4'. USE 161, MAX C.
SHAMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (TYP.)
BETTER, WOOD SHIMS ARE NOT ALLOWED,
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 0
4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS 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 10.
I 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT '.
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE - IX BUCKS ARE OPTIONAL.
T.
MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" INSTALLATION
ANCHORS (TYR)
CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS.
8, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH
REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED,
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE
CURRENT VERSION OF THE REFERENCE DOCUMENTS: ANCHOR LAYOUT - (FIN} FQR DP CHART A
THRU MAILING FIN (WOOD OPENING)
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS, SEE SHEET 5
FMAANDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS),
WINDOW SYSTEMS Lk
1900 SW 44TH AVE-
OCALA, FLORIDA 34474
www'CWS.CC
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LUCAS A. TURNER, P.E.
FL RE 4 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES - EQUAL SPLIT
ARE 03/16/09
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REV.:
CWS-466
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SHEET
1:25
8 OF 11
11.1
6"
Is
18' MAX, O.C. (TYP,) THRU FRAME,
12- MAX, O.C. (TYR) W/CUPS
NOTE: WHEN INSTALLING FLANGE
UNITS WITH ANCHOR CLIPS AS S1
ON SHEET 10, DESIGN PRESSURE
LIMITED TO 30 PER
EE NOTE 2
INSTALLATION
ANCHORS (TYP.)
ANCHOR LAYOUT - (FLANGE) FOR DO CHART C
THRU FRAME OR CLIP fMASONRY OR WOOD OPENING}
LIP UNITED BY GLASS, SEE SHEET 7
4" MA
4" MAX. �
ANCHOR LAYOUT- (FIN) FOR UP CHART C
THRU NAILING FIN MOOD OPENING), SEE SHEET 7
NOTES:
1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
Z SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE
SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER. WOOD SHIMS ARE NOT ALLOWED.
3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS 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 10.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE - IX BUCKS ARE OPTIONAL.
T A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM V
CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS.
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH
REQUIREMENTS AS SHOWN IN TABLES, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED,
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE
CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS),
FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERLOR DOORS).
INSTALLATION
ANCHORS (TYP.)
WINDOW SYSTEMS Lk
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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LUCAS A. TURNER, P.E.
FL PE 9 58201
2428 Old Natchez Trc TrI
Camden, TN 38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES -ORIEL
ADE
03/16/09
VG _#
REV,
CWS-466
E
'ALE::
SHEET
1:25
9 OF 11
TYPICAL HEAD CLIP ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE I
PERIMETER SEALANT
BYINSTALLER MIN. EMBEDMENT
MIN.
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SEALANT BEHIND FLANGE*
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INSTALLATION ANCHOR
SEETABLE
EE TABLE I
HIGH STRENGTH
41 STRUCTURAL GROUT
BY OTHERS
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND FLANGE
BYINSTALLER
ANCHOR CLIP
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE
By OTHERS 111
SEE TABLET MIN. EMBEDMENT
SEE TABLE I
i MIN. EDGE DIST.
SEE TABLE 1
(�A VERTICAL SECTION
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TYPICAL SILL CUP ANCHORAGE
MIN. EMBEC
SEE TABLE
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ANCHORCL
INSTALLATION ANCHC
SEE TABLE I
SEALANT BEHIND FLAW
BYINSTALLER
PERIMETER SEALANT B'
INSIDE AND OUT
SUBSTRATE BY OTHER
SEE TABLE I
= DIST.
El
HORIZONTAL SECTION
��-PIC�ALJZB HIP ANCHORAGE
INSTALLATION ANCHOR
SEE TABLE I
ANCHOR CLIP
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WINDOW SYSTEMS k-
1900 SW 44TH NVE.
OCALA, FLORIDA 34474
WWW.CwS.CC
3500 ALUM.
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INSIDE AND OUT 1
TABLE 1
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SUBSTRATE BY OTHERS
SEE TABLE 1
LUCAS A. TURNER, P.E.
FL RE # 58201
2428 Old Natchez Trc TH
Camden, TN 38320
PH, 941-380-1574
MIN- EDGE DIST,
SHEET DESCRIPTION:
SEE TABLE I
INSTALLATION DETAIL -
HORIZONTAL SECTION
CLIPS
10 ALTERNATE SILL CLIP ANCHORAGE
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NOTE:
CWS-466 E
1. WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET,
SC —ALE
DESIGN PRESSURE IS LIMITED TO /-30 PSF.
SHEET
1:2 10 OF 11
MIN. EDGE DISH
SEE TABLE 1, S
SUBSTRATE BY
SEE TABLE 1, Si
PERIMETER SEA
INSIDE AND OUT
SEALANT BENIN
BYINSTALLER
INSTALLATION A
SEE TABLE, SHI
SEALANT BEHIN
BYINSTALLER
PERIMETER SEA
INSIDE AND OUT
SUBSTRATE BY
SEE TABLE 1, SF
MIN, EDGE DIST.
SEE TABLE 1, BHT 10
TYPICAL HEAD ANCHORAGE
r_D_^3 VERTICAL SECTION
K:f TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1, SHT 10
1/4" MAX. SHIM —
INSTALLATION ANCHOR
SEE TABLE, BHT 10
10
SEALANT BEHIND FLANGE
BYINSTALLER
PERIMETER SEALANT BY I
INSIDE AND OUT
IM
SUBSTRATE BY OTHERS—
.
SEE TABLE 1. BHT 10
M
10
MIN- EDGE DIST,
SEE TABLE 1, BHT 10
HORIZONTALS SECTION
ti TYPICAL JAMB ANCHORAGE
1/4" MAX. SHIM
MIN. EDGE DIST,SEE
SEALANT BEHIND FIN
TABLE 1, BHT 10
BYINSTALLER
INSTALLATION ANCHOR —
SEE TABLE, SHT 10
SUBSTRATE BY OTHERS
SEE TABLE 1, SHT 10
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
—MIN.
EMBEDMENT
SEE TABLE 1, BHT 10
rF't VERTICAL SECTION
11 ALTERNATE FIN ANCHORAGE
TYP_ FOR HEAD, SILL AND JAMBS
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
3500 ALUM.
SINGLE HUNG
NON -IMPACT
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No. 58201
0,
7:; STATE OF
8/1912020
LUCAS A, TURNER, P.E.
FL IRE 9 58201
2428 Old Natchez Trc TH
Camden, TN 38320
PH. 941-380-1574
FEET —DESCRIPTION
INSTALLATION DETAIL
YAW N —BY DATE:
ADE 03/16/09
VG —ft REV.:
CWS-466 E
'ALE: SHEET
1:2 11 OF 11
Florida Building Code Online
Comments
Archived
Product Manufacturer
Norandex, A Division of American Builders & Contractors Supply Co., Inc.
Address/Phone/Email
1 ABC Parkway
Beloit, WI 53511
(517) 780-3185
NeiIJ.Sexton@saint-gobain.com
Authorized Signature
Neil Sexton
NeiI.J.Sexton@saint-gobain.com
Technical Representative
Neil J. Sexton, AIA
Address/Phone/Email
803 Belden Road Suite 210
3ackson, MI 49203
(517) 780-3185
NejlJ.Sexton@salnt-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category
Panel Walls
Subcategory
Siding
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nierninen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
Architectural Testing, Inc., an Intertek Company
Quality Assurance Contract Expiration Date
12/31/2023
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
_Standard year
ASTM D3679 2017
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
1 , , I / f9 ° 1 1 1 1. / 1 1,1 11 1 A , —I TT 1 9 / A 11 n� I
Florida Building Code Online
Page :of 2 .
Date Submitted
09/25/2020
Date Validated
10/02/2020
Date Pending FBC Approval
10/11/2020
Date Approved
12/15/2020
FL # Model, dumber or Name I Description
Model, " c. orn yj
fN 12500.1 Systems
Vinyl Siding Vinyl Siding Systems
y tem S
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL12500_RA II 2020_09 25_FINAL Al ER_NaRANDEX_SIDING _ELIZUCL
Approved for use outside HVHZ: Yes RA,pdf
Impact Resistant: N/A Verified By: Robert Nienninen PE-59166
Design Pressure, +N/A/-109 Created by Independent Third Party: Yes
Other, 1.) The DP noted in this application Evaluation Reports
pertains to one particuair siding system. Refer FL12500 R4 AE 2020 09 25 FINAL ER NORANDEX SIQING FL12500-,
to ER Appendix for all systems and design a4, od f
pressures. 2.) Refer to ER Section 5 for Limits Created by Independent Third Party: Yes
of Use.
hack E9
Contact Us: : 2601 Blair Stone Road To I I a ressee FL 32399 Phone: 8�-4874824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: PrivacyStatement;; Apqessibillty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if they have one, The
emails provided may be used for official communication with the licensee.. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts;
MCIMERM
Credit Card
Safe
htt-os://wtivw.floridabuildi-n.Ly.orLy/-Dr/-Dr ario dtl,asDx?t)aram=wGEVXOwtDovG4AtvglTnT-Id.., 1/40,021
t
ER CI8820.04,09-1-R4
NEMO ETC, LLC Nomnd.x ' FU2500-R4
Certificate_ of Authorization 432455 NORANDtD(; (517) 780.3185 09/2512020
(D2019 NEMO ETC, LLC Appendix 1, Page 3 of 4
ER C13820.04.094-R4
NEMO ETC, LLC N.randex , P1I2500,R4
Certificate of Authorization 032455 NORANDEX; (517) 7803185 09/25/2020
W019 NEMO ETC, LLC Appendix 1, Ng. 4 of 4
ER CI9820.04,09-1-R4
NEMO ETC, LLC Norandex - FL12500-R4
CortifiWe of Authorization 432455 NORANDEX; (517) 7803185 09/25/2020
@2019 NEMO ETC, LLC Apfoandl. 1, Page 1 of 4
ER C13820.04.09-1-R4
NEMO ETC, LLC N.rando. - FU2$00-R4
Certificate of Anith.dufl.o #32455 NCRANDEX; (517) 780,3185 09/25/2020
(02019 NEMO ETC, LLC Appendix 1, Pago 2 of 4