HomeMy WebLinkAbout25-973503 26 21 0190 00000 0030
Address: 6401 Laurelwood Dr
ZEPHYRHILLS, FL 33542
Phone: (703) 282-9179
Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Building Valuation: $8,444,00
Electrical Valuation: $1 .00
Mechanical Valuation: $1.00
Plumbing Valuation: $1 .00
Total Valuation: $8,447.00
Total Fees: $82.22
Amount Paid: $82,22
Date Paid: 3/26/2025 10:32:05AM
6401 Laurelwood Drive
Contractor: POWER HOME
REMODELING GROUP, LLC
...........
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
0,1103=71=11717,37MMM,
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
..........
CONTRACTOR SIGNATURE
*4.
PE IT OFFICE
Jif 1 It 11 Wl
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 03/25/25 Phone Contact for Penmittin 610-874-5000 x 6653
Owner's Name Jeanne Loving Owner Phone Number 703} 28
2-9179
Owners Address 6401 Laurelwood Qrive Zephyrhills, FL 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6401 Laurelwood Drive Zephyrhills, FL 33542 LOT #
SUBDIVISION Laurelwood PB 32 Po 110-111 PARCELID#1 03-26-21-0190-00000-0030
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
R INSTALL e REPAIR
PROPOSED USE 0 SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Remove and replace 3 windows size for size FL# 33554A 33545.1
BUILDING SIZE I SQ FOOTAGE = HEIGHT ®=
IL X IL IE?t AE r, k x x t x x WE x k k x IE IL k & K t W W 1E x a IL x x x X 4L X t x It k 1E 1E IE x x It '1E x k t x x k x x x X 4L X x It t x x x k K
[=BUILDING 1 $ 8,444 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W, R. E. C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
= GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED L_y I N_J FEE CURREN
Address :1 License#
ELECTRICIAN�__m�� REGISTEREDGOMPA N Y I
SIGNATURE L_ILN_j FEE CURREN L_KIN_j
Address License #
PLUMBER COMPANY I
SIGNATURE REGISTERED L_yj N _J FEE CURREN Y/N
Address License # F_
MECHANICAL COMPANY F_
SIGNATURE REGISTERED Y/N FEE CURREN =Y/ N
Address License#
OTHER COMPANY I Power Home Remodeling
SIGNATURE REGISTERED LI_LN_l FEE C.RREN
Address 4135 Crescent Park Dr, Riverview FL 33578 License# [ CRC1333662
RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster; 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 (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 clumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) 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 (for 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a pen -nit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement,
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S, 117.03)
X
OWNER OR AGENT— CONTRACTOR 'AkitlIeW
Subscribed and sworn to (or affirmed) before me this Subscribed , worn tor',forrifiried) bef
t,"(- py, oy, e
m this
to
'ar.. or
Who is/are personally known to me or has/have produced is/arne ally known to me or hasthave produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, pdnted or stamped
UNDSAYBATEMAN
Commission # HH 430664
Expires August 7, 2427
INSTR#2025051152OR BK 11176 PG3427 Page 1 of 1
03/18/2025 10:17 AM Rcpt: 2808352 Rec: 10.00 OS: 0.00 IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
The undersigned hereby gives notice that improvement will be made to
certain Real Property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice of Commencement.
1 . DESCRIPTION OF PROPERTY:
(L gal ascription of the property and street address, if available).
tAN, k I r
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Remove and replace windows/doors size for size
3. OWNER INFORMAT ON OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name & Address: �4&*W_c za,�,�3 &—qp k 6;wmkyon r rwilts!
Interest in Property: Remove and Alace windows/doors size for siz a
Fee Simple Title Holder (if different from owner listed above)�_
4, CONTRACTOR* Name: Edward Gilbert, Power Home Remodeling Group Phone Number: 610-874-5000 x6653
Contractors Address: - 4�35 —Crescent Park Dr Riverview, FL 33578
Name:
Address
II
6, LENDER'S NAM
Lender's addres
7. Person's within the State of Florida Designated by Owner up
served as provided by Section 713.13(1)(a)7, Florida Statutes,
Name:
Address:
. I• a Z as 0-
r9
8. In addition, Owner designates of to receive
a copy of the Lienor's Notice as provided in Section 713.13(1 T(b—), Florida Statutes,
Phone number of person or entity designated by Owner:
9, Expiration of notice commencement (the expiration date will be 1 year from date of recording unless a different date is
specified.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13,
FLORIDA STATUTES, AND CAN 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
BEFj,RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
--t-
sife0a 'r\ to- 40yjn2
(Sil ure of Owner or Lessee, operner's or Lessee's (Print Name and Provide 5ignatory's TItIdlOff lee)
Autorlized Officer/Director/ParInki anager)
State of FIL County of Pr�,Iw Township 7-wVt-ArV0117
The foregoing instrument was acknowledged before me this day of 1A 20 •
Z) t 4am for
(type of authority, ,.e,g, ofter, trustee, attorney in fact) (name of party on behalf of whom Instrument was executed)
Personally Known or Produced Identification 0 L
Nobof oria
1
ubIrE-- statew noocis) io,�d Tracy Gee it
(Signature o Notary P VllwF 111 F11
P—T-Q-0-f—TIMISSIOn HH 414374 Form IPS02 —Revised 01/13/15
Expires 6,26/2027
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Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St,
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pella.com
Authorized Signature
Mary Rukashaza-Mukome
certifications@cws,cc
Technical Representative
Mary Rukashaza-Mukome
Address/Phone/Email
102 Main Street
Pella, IA 50219
(641) 621-3317
rukashazamc@pelia.com
Quality Assurance Representative
Dave Criscuolo
Address/Phone/Email
1900 SW 44th Avenue
Ocala, FL 34474
(647) 651-0199
dcriscuolo@cws.cc
Category
Windows
Subcategory
Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Handcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/15/2030
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard Y-QM
AAMA/WDMA/CSA/101/I.S.2/A440 2017
ASTM E1886 2019
ASTM E1996 2020
Equivalence of Product Standards
Certified By
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(i), 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 ogre_
Product Approval Accepts:
WctildxG
Credit Card
Safe
ems.... %E :i;
GENERAL NOTES: rr Pella Corporation
HORIZONTAL SLIDER _ LARGE MISSILE IMPACT THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 102 Main Street
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT r,,,"' Pella, IA 50219
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT www.Pella.arm
USE AS DEFINED IN ASTM E 1996 PER THE FBC. j
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
75 1/4" MAX. OVERALL FLANGE WIDTH --
_..___ _._....____ ........._ 74' MAX. UNIT WIDTH -
j-------33"GLASS DLO
w_ A
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64 1/4'
FLANGE ! B i B
HEIGHT
f
MAX.
UNIT
HEGHT
58 13/16"
GLASS
DLO
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS 1
SECTION VIEWS & GLAZING DETAILS .2
ROM & EXTRUSIONS 3
ANCHOR SCHEDULE & NOTES.. ..4
INSTALLATION DETAILS ................. _..... _.5
It
ZONE MVHZi OR IN ASTM E 1996 WtNO ZONE 4 AREAS
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS. "OX". "XO".
4. DESIGN PRESSURE RATING.
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS,
j f ( 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
((( P REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
j UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT. BUT
f C r599116" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND
MAX. FLYING DEBRIS.
SASH
f HEIGHT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND HEAD/SILL.
f ` \5/7 8. SERIES / MODEL DESIGNATION HS-8200.
9, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING.
%D `I X = OPERABLE SASH. 0 = FIXED SASH
V �5j
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
D
®_J �A,LL - -
-_--- - 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS
A.
I
-...----33" GLASS DLO .-.....,.
r� 365/16" MAX. SASH WIDTH
PRESSURE RATING
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33554
8/15/2023
LUCAS A. TURNER, P.E.
FL PE # 58201
Turner Engineering &
Consulting, Inc.
2428 Old Natchez Tre Till
Camden, TN 38320
PH 941-380-1574
GENERAL NOTES AND
ELEVATIONS
MCS 7/31/2023
VG#-
CWS 867 E
A`E SHEET
1:15 1 OF5
I INTERIOR
SECTION A -A
INTERIOR
SECTION B-B
NOTE FIXED LITE AT HEAD
AND SILL IS SIMILAR.
SECTION D-D
ALTERNATE FIN ONLY FRAME
SECTION D-D
ALTERNATE FIN FRAME
HEAD IMPACT HOOK (TYP)
MOSPAN OF SASH
(ITEMS 35 & 36)
FIN FRAME ONLY
JAMB IMPACT HOOKS
OR ROTARY
LOCKS
LOCATED AT THIRD POINTS
0
11 i�
HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
1:20
SECTION VIEW C-C
ALTERNATE JAMB ROTARY LOCKS
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS
NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY
DURING HURRICANE CONDITIONS.
7/8' OVERALL
1/8" ANNEALED or TEMPERED
7/16' AIRSPACE
5/16' LAM[
1 /8" ANNEALED
49Q PVB NTERLAYER
1/8" ANNEALED
PURFECT GLAZE "H"
SIKAFLEX 552
I -- 1/2' GLASS BITE
"---QUANEX DURASEAL or
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G.SPACER
jJ GLASS TYPE A
11
Pella Corporation
102 Main Street
Pella, IA 50219
www.pelia.com
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M M -
)R IDA APPROVAL NO
33554
No. 58201
STATE OF
8/15/2023
LUCAS A. TURNER, P E
FL PE # 58201
Turner Engineering &
Consulting, Inc
2428 Old Natchez Trc Tri
Camden, TN 38320
PH 941-380-1574
FFT DESCRIPTOR
SECTION VIEWS
AND GLAZING DETAIL
�AWN BY'-�DATE--
MCS 7/31/2023
JG # RIV
CWS-867 E
ALE
SHEET
1 :2
20F5
PARTS LIST
ITEM
PART # IDESCRIPTION
MATERIAL
1
H-2124
Reinf. Sash Meet. Rail
Alum
2
H-2123
Feint S.B.R./S.S.R,
Alum
3
H-2121
Meet. Rail, Fxd.
Alum
4
H-6225
Sash, Rail/Stile
PVC
5
H-6231
Main Fr, SH, w/ Fin., PVC
PVC
6
H-6224
Sash Meet. Rail, PVC
PVC
H-6223
Sash, Pull Rail/Stile, PVC
PVC
H-6222
Main Fr., SH, w/Flg., PVC
PVC
P97
P-3029
Screen Pull Tab
P-3195
SPRING, NO HOLE TENSION C-8400
P-3218
Screen Frame
RollForm
P-5576
Screen Spline, .125" Black PE Ribbed
14
P-4754
SCREEN CORNER KEY (Rollform Scm
Nylon
15
P-3342
Seam Sealer, SM-5504
Silicone
16
P-5612
Set. Block, .12x1x2, SmartBlox PSA-1
Rubber
17
P-3429
Wstp., 0.270 x .187 back FinSeai, Gray
18
P-3541
#8 x 1/2' SQUARE TEK 2 Zinc
Steel
19
P-4730
#8 x 1/Z' Truss PH TEK 2 Zinc
Steel
20
P-5588
Cap Plug, 1/2" Hole
Nylon
21
P-3783
fLock, Impact, PVC
22
P-5241
Roller Ass., Tandem, w/SS Bearings
Nylon
23
P-4051
#8 x 1 1/4 Ph FH TEK, Whir.
Steel
24
P-4069
Keeper, Impact, PVC
25
P-4479
Weep Cover w/ Flap
Nylon
26
P-4638
#8 x 2 1/2 Ph Truss SMS
Steel
29
P-4959
Wstp., 0.420 x .187 back FinSeai, Gray
31
S-1112
Reinforcement
Alum
32
S-2129
Reinf S.B.R./S.S.R,
Alum
33
S-1577
Frame Hook, PVC Impact
Alum
34
S-1776
Roller Track
Alum
35
S-1999
Frame Hook, Head, Impact
Alum
36
S-2000
Panel Catch, Head, Impact
Alum
38
S-6226
Scm. Adapt., w/ Nib, PVC
PVC
39
S-6227
Scm. Adapt., PVC
PVC
40
S-6228
Fixed Rail Cover
PVC
41
S-6237
Glazing Bead
PVC
42
GLASS
SEE SHEET
GLASS
43
Purfect Glaze."H", SlkaFiex 552
Silicone
44
P-3539
#8 x 3/4" Square PH Tek, Writ .
Steel
45
P-4958
Rotary Lock
46
P-4633
8-32 x 1/2' Barrel Fastener
47
P-4952
Keeper, Rotary Lock
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUM
11„ 27-28, 30
1/16" 39/16"
PVC FRAME FLANGE
H-6222
—6 1
j— -1i16" 4 f ((
PVC SASH MTG RAIL PVC SASH PULL
H-6224 RAIUSTILE
H-6223
— i
--50
{;
-1/16" 2 1/8"
L.
PVC FRAME MTG RAIL
FIN/FLANGE H
H-6231 -2121
-- -1 3/16"
15/8" (-t--1/16"
PVC SASH RAIUSTILE
H-6225
i 11// 3/16"
O
r-1 5/16" --II
i T I J
PLAN VIEW-1577 FRAME IMPACT HOOK-1577
V 3/16"
O C7
7/81 : 1l16"
IIII 2
PLAN VIE W-7999 HEAD IMPACT HOOK - 1999
f A 3/16°
, O
1
PLAN VIEW-2000 PANEL IMPACT CATCH - 2000
INUM 6063-T6 UNLESS OTHERWISE NOTED.
T
I
I
PVC MTG RAIL COVER
S-6228
i_
REINF. SASH MTG RAIL
H-2124
REINF.
S-2129
CORNER CONSTRUCTION
CORNER WELD
(ALL SIDES)
18
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
F'----1---3/4'
15/16" -1/16"
L__
REINF.
H-2123
7/16' � � 1 1/4' --1
ROLLER TRACK -1776
1----- r.
t
9/7s" � J
L__
PVC GLAZING BEAD
S-6237 REINF - 1112
i
Ins°
PVC SCREEN CATCH
S-6226
-__' -y)
PVC SCREEN SUPPORT
S-6227
Pella Corporation
102 Main Street
Pella, IA 50219
www.petia.com
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FLORIDA APPROVAL NO
33554
No.58201
STATE OF
8/15/2023
LUCAS A. TURNER, P.E
FL PE # 58201
Turner Engineering 8
Consulting, Inc
2428 Old Natchez Trc Tri
Camden, TN 38320'
PH. 941-380-1574
BOM AND EXTRUSIONS
MCS 7/31/2023
:REV.'. -- -
CW S-867 E
ALE SHEET
12 30F5
121/2" MAX. O. C. (TYP.}---� --+
6" MAX. (TYP_)
i
6" MAX (TYP.) ---
17" _
MAX. O.G.
(TYP.)
q
-1 3" (TYP_)
TYR } SEE NOTE 2
I
E-
1 �,I
ANCHOR LAYOUT -(FLANGE)
---INSTALLATION
ANCHOR(TYP_}
4" MAX (T
4" MAX. (TYP.)
8„
MAX. O. C.
(TYP.)
ANCHOR LAYOUT - (FIN}
Pella Corporation
102 Main Street
Pella, IA 50219
www.pelia.com
OTE 2
520 PVC
INSTALLATION SLIDING WINDOW
ANCHOR (TYP_) IMPACT
NOTES
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR 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 AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1.. SHEET 5.
4. ALL 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 5.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS. 3" FOR MASONRY, 1" FOR WOOD AND METAL.
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 I, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
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FLOROA
APPROVAL NO.'.
33554
No. 58201
STATE OF
8/15/2023
LUCAS A. TURNER, P.E.
FL PE # 58201
Turner Engineering &
Consulting, Inc.
2428 Old Natchez Trc Till
Camden; TN 38320
PH.941-380-1574
ANCHOR SCHEDULE AND
NOTES
MCS 7/31/2023
CWS-867 '', E
aLe SHEET
1,20 4OF5
MIN EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1
BY OTHERS
MIN EDGE DIST 1/4" MAX SHIM SEE TABLET
SEE TABLE I
SUBSTRATE BY OTHERS .. ........
SEE TABLE 1
MIN EMBEDMENT MIN DIST.
PERIMETER SEALANT SEE TABLE I SEE TABLE I
BYINSTALLER INSTALLATION ANCHOR -------
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND FLANGE BY INSTALLER III" MAX SHIM
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR SEALANT BEHIND
-
SEE TABLE I FLANGE BY INSTALLER
HORIZONTAL SECTION
TYPICAL JAMB ANCHORAGE
MIN EMBEDMENT SUBSTRATE
SEE TABLE I I' BY OTHERS
SEE FABLE 1
SEALANT BEHIND 1/4" MAX SHIM
FLANGE BY INSTALLER
PERIMETER SEALANT - MIN EMBEDMENT
BYINSTALLER SEE TABLE I
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE I !-----MIN EDGE DIST
SEE TABLE 1
1/4' MAX SHIM
MIN, EDGE DIST
SEE TABLE 1
A VERTICAL SECTION PERIMETER SEALANT
',_5 TYPICAL SILL ANCHORAGE BYINSTALLER
INSIDE AND OUT
D ', HORIZONTAL SECTION
BOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
TAR[ F 1 • APPRovFn INSTAL I ATION FAqTFNFR-q I
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE. (2.0 KSI MIN,)
3/16" FFW TAPCON
F 112"
1-1/81,
FLANGE
HOLLOW OR GROUT-FILLEDGMU (117 PCF MIN)
3/16" ITW TAPCON
V,
2"
FLANGE
CONCRETE IS 05 KSI MIN)
3/16" DEvVALTULTRACON,
1-3/4"
1"
FLANGE
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
3/16" DEWALTULTRACON,
1-1/4"
2- 112'
FLANGE
2X MIN SOUTHERN PINE (G=O. 55)
3/16" 1TVJ TAPCON
OR DEWALT ULTRACON+
1-3/8"
718`
FLANGE
2X MIN SOUTHERN PINE (G=O 55)
#10 WOOD SCREW
1-316'
7/8"
FLANGE
16 GAUGE (0 060`) MIN STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR ITW
TEKS SELF-DRILUNG SCREW
FULL THREAD
THRU 0 06FF'
NiT
FLANGE
1/8" ALUM (6063-T5 MIN) OR
1/8" STEEL (33 KSI MIN)
#10GRADE 5 SELF -TAPPING
DRILLING SCREW
FULL THREAD
THRU 0 125"
1116'
FIN
2X MIN SOUTHERN PINE (G=O 55)
#8 WOOD SCREW
1-1/2"
1/2"
Pella Corporation
10,
102 Main Street
MIN. EDGE DIST. Pella IA50219
SEE TABLET BY OTHERS www.pelia.com
SEE TABLE I
1/4" MAX SHIM jai L_ i.
520 PVC
SLIDING WINDOW
MIN EMBEDMENT
SEE TABLE I
IMPACT
J, z
<
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PERIMETER SEALANT
< Lw
uj CI z
BY INSTALLER
INSIDE AND OUTo
u-
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i-Lu i-3�2f
-INSTALLATION ANCHOR
Z
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SEE TABLE 1
0
0 0 b <
ZI
-SEALANT BEHIND
FIN BYINSTALLER
0
Z
Z - :D Cc
0 - 0 -
�"C'� HORIZONTAL SECTION
<
-ZOWZ�5,0
TYPICAL N ANCHORAGE
m
Q.
w _=
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0-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
M U>) :D 0
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0
Lu P- 0 a� Z:
T Cc W i� Fu "I
om
I- m m I
—
,FLORIDA APPROVAL NO
MIN EDGE DIST I---= SUBSTRATE
33554
SEE TABLE I BY OTHERS
SEE TABLE I
1/4" MAX SHIM
%can.
No. 58201
MIN EMBEDMENT
Ex!
SEE TABLE I
STATF OF
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
8/15/2023
INSTALLATION ANCHOR
I SEE TABLE 1
LUCAS A. TURNER, P E
SEALANT BEHIND
FL RE # 58201
Turner Engineering &
FIN BY INSTALLER
HORIZONTAL SECTION
Consulting, Inc
R_ TYPICAL
AL F1 N ANCHORAGE
2428 Old Natchez Trc Td
Carriden, TN 38320
I
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
1 PH, 941-38G-1574
ISHEET DESCRIPTION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
bRAWNBY ___7DATE
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MISS
7/31/2023
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
VWG k.
REV
INSIDE AND OUT, FULL PERIMETER, BY INS -FALLER.
i CWS-867
E
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE
SHEET
12
50F5
BCIS Home . Log In User Registration Hot Topics h Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
d,b r
I -5gaEch > Applicaki Li G I Application Detail
FL # FL33545-R2
Application Type Revision
Code Version 2023
Application Status Approved
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pelia.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapproval@pella,com
Technical Representative Mary Rukashaza-Mukome
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-3317
rukashazamc@pella.com
Quality Assurance Representative Dave Criscuolo
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(647) 651-0199
dcriscuolo@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
Lucas A. Turner
the Evaluation Report
Florida License
PE-58201
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
07/15/2030
Validated By
Steven M. Urich, PE
Validation Checklist - Harccopy Received
Certificate of Independence EL33-5A5—R2—C.01—EyatR-ep..Qx.tPE.L�,.I-ZBP-d.f
Referenced Standard and Year (of Standard) Slandixril yrar
AAMA/WDMA/CSA I01/I.S,2/A440 2017
ASTM E 1996 2020
ASTM E1886 2019
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/05/2023
Date Validated 10/10/2023
Date Pending FBC Approval 10/12/2023
Date Approved 12/13/2023
FL #',
Model, Number or Name
Description
33545.1
SH-510
SH-510 PVC Single Hung Impact
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL3545_R2_II__PEL-g12B pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +70/-70
Evaluation Reports
Other: SH-510 PVC Impact, no sill anchors required. Safety
FLU .a45_R2 AE_Ev-a ReportPELUZa.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass
Created by Independent Third Party: Yes
complies to ASTM E1300.
The State of Florida is an AA/EEO employer. apydght2D0l-2Q13 State of Florida :: Privacy Statement :: Accessibllity_-Staterre_n::: Reffun S ate_ment
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, ES.,
please click he[e_.
Product Approval Accepts:
M M c1J!(a&k a
Credit Card
Safe
531/8" MAX. OVERALL FLANGE WIDTH- -
._..._._.51 7/8" MAX. UNIT WIDTH --- -----1
.....__._..-4711/16' GLASS DLO
A
63"
MAX - - - -
OVERALL i
FLANGE
HEIGHT
B � ! B 2613/16-
DLOSS
61 3/4"
MAX.
IT
I
—�
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i
30 3/16"
i
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26 7/8'
SASH
1
GLASS
HEIGHT
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GLASS DLO
j.... ...__..._
_....._. 48 3/8"
MAX. SASH WIDTH
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS .... i
GLAZING DETAILS.._ _..... _. _...2
SECTION VIEWS..... ....__.___...3
ROM & EXTRUSIONS._.....4
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS __.1__....1..6
GENERAL NOTES.
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
IN ASTM E 1996 PER THE FBC.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS. "Olk'
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE.. WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
T ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
8, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING.
X = OPERABLE SASH, 0 = FIXED SASH
9. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
10. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS
DESIGN PRESSURE
11 IMPACT
1 RATING
RATING
Pella Corporation
102 Main Street
Pella, IA 50219
www.pelia.com
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- 33545
4`q,`JtA1Jt�tfl7
`v,< No.58201
HwlOt
( ^
saAaEc� � 4
- 9/26/2023
LUCAS A. TURNER, P.E.
FL PE # 58201
Turner Engineering &
Consulting, Inc.
2428 Old Natchez Trc Trl
Camden, TN 38320
PH, 941-380-1574
EET DESCRIPTION
GENERAL NOTES AND
ELEVATIONS
AWNBY DATE.
MCS 10/6/2023
Jc #. -REV.
PEL-812 ! B
ALE SHEET
1.15 1 OF6
Pella Corporation
102 Main Street
Pella, IA 50219
www,pelia.com
Z ? ¢z�
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LU Z0ZZ M
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O 01-0va
-----------7/8"ANNEALED OR TEMPERED — --------1/8" ANNEALED OR TEMPERED O Z U)ZZ~ m C C) _
j—---t----- -7/76" AIRSPACE 7/16" AIRSPACE Q Z ISC ay U
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LAMINATED GLASS 5/16" LAMINATED GLASS ry C C H F O
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090" PVB INTERLAYER 'I -----.090" PVB INTERLAYER Lu C CL _ y.
CC W 0)f --1/8" ANNEALED I J --t/8" ANNEALED d e- 0:
QUANEX DURASEAL or, --- 3
' `�j tFLORIdA AG'4'ROVAL Nf3.
CARDINAL XL EDGE or, i 4 QUANEX DURASEAL or -�-� 335545
r
KODSPACE 4SG TPS € 47 PURFECT GLAZE "H" OR SIKRFLEX 552 CARDINAL XL EDGE or. KODISPACE 4SG TIPS, I -A7 PURFECT GLAZE "H" OR SIKAFLEX 552 ----- --- ----
s e r -
LG.SPACER � t ..- LG. SPACER
[ ( �441kktttJ11117f
1/2" GLASS BITE
• c8�1/2" GLASS BITE
cal -
No. t
Ila
STATE
9/26/2023
Lrw SASH LITE ---- — ----_-
FIXED LITE LUCAS A. TURNER, P E
FL PE#58201
jTurner Engineering &
Consulting. Inc.
2428 Old Natchez Trc Trl
Camden, TN 38320
PH.941-380-1574
rSHEET DESCR rTB)N
GLAZING DETAILS
PRAWN BY. TCJAT�
MCS 10/6/2023
SETTING BLOCKS PER FBC 2411.3.3,1 ';dwG —�gfti
PEL-812 B
SCALE SHEET
i.1 20F6
INTERIOR
SECTION B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
SECTION A -A
NOTE ITEMS NOT SHOWN FOR CLARITY
20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68
Pella Corporation
102 Main Street
Pella, IA 50219
www.pella,com
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FLORIDA APPROVAL NO
33545
No. 58201
dui *tin=
Ar Z
9/2612023
LUCAS A TURNER, P.E.
FL RE # 58201
Turner Engineering &
Consulting, Inc
2428 Old Natchez Tic TrI
Camden, TN 38320
PH 941-380-1574
-ET DESCRIPTION
SECTION VIEWS
WMBY -- '.DATE.
MCS 10/6/2023
G#
PEL-812 B
NLE
SHEET
12 30176
PARTS LIST
REM
PART #
DESCRIPTION
MATERIAL
r 1
H-6222
Main Frame, SH, w/Fig., PVC
Vinyl
6
S-1577
Impact Hook
Alum
8
H 6224
Sash Meet. Rail, PVC
Vinyl
j 9
H-2124
Point, Sash Meet. Rail
Alum
10
H-6223
Sash Bottom Rail, PVC
Vinyl
12
H-6225
Sash Side(t'op/Bot. Rail
Vinyl
13
S-2129
Reinf. S.B.R./S.S.R
'14
S-6237
Glz. Bd., 7/8"
Vinyl
18
S-6226
Scm. Adapt., w/Nib, PVC, Honz.
Vinyl
19
S-6227
Scm. Adapt., PVC, Vert-
Vinyl
20
S-6025
Sash Stop / Filler, PVC, Vert.
Vinyl
23
H-2123
Reinforcement, SBR
Alum
24
SASH BALANCE
25
P-4056
SASH CAM FOR PVC WINDOW
Plastic
26
P-3295
TAKE OUT CLIP
SS
27
P-3783
Lock, Impact, PVC
28
P-4069
Keeper, Impact, PVC
Zamac
30
P-4479
WEEP HOLE COVER
Plastic
32
P-3305
Wstp., 0.270 x -187 High Density
37
: P4638
#8 x 2-1/2 PH Mod. Truss, Type A, TEK 2
Steel
j 39
P-4051 W
#8 x 1.250 Ph FH TEK, Wht.
Steel
40
P-3539
#8 x 3/4" Phillips Square SMS
Steel
44
P-3342
Seam Sealer, SM-5504
45
P-5588
Cap Plug, 1/2' Hole
Nylon
47
Sikaflex 552 or Purfect Glaze "H"
48
P-5615
Set. Blk., 85 Dur., 1/8" x 1" x 2" Lg.
Rubber
53
Sash
SEE SHEET 2
54
Fixed
SEE SHEET 2
56
Spacer (SEE SHEET 2)
62
P-3218
Screen Frame
Alum
64
P-4754
SCREEN CORNER KEY
Plastic
65
P-4771
36"-BetterVue Insect Screen, 18x16
Fiberglass
66
P-5576
Screen Spline,.125" Black PE Ribbed
Vinyl
67
P4755
Screen Comer Key W/ Safety Pull Tab
Alum
68
P-3195
SPRING, NO HOLE TENSION C-8400
SS
70
P-4959
Wsto, .420 x .187 High Density
71
H-2121
Alum. Fixed Rail
Alum
72
S-6228
Cover, Fixed Rail
Vinyl
I 73
5-1112
Reinforcement, Impact Hark
Alum
74
P-3541
#S x U2", Quadrex PH, TEK
Steel
LINE ITEMS NOT USED:
5; 7, 11, 15-17, 21-22, 29, 31, 33-367 41-43, 46, 49-50,, 55, 57-61, 69
---- -3 1/8" --
2 3/4"
PVC FRAME
FLANGE
H-6222
7/8' —'
9/161,
II (j��L��t- 73j
t I! ---�ii-� V, 6"
{)
x
`2 j
4
G
1
vts°
I
� 11
PVC SASH PULL
RAIL/STILE H-6223
REINF.. IMPACT HOOK - 1112
PVC SASH STOP - 6025
r I
REINF.
S-2129
-�!---1 3/16"
PVC SASH
RAIL/STILE
H-6225
!-^-- �-1- 1 1 /16"
L' I
T
i/76
PVC SCREEN
CATCH
S-6226
-�� 3/4'
i 23
15/16" t/i 6"
-iREINF.
H-2123
-- 1 5/16" -I
� rs • ��
J
7/8" 1/16" I j
IMPACT HOOK
S-1577
N---23116'
i-
I
5/8" �}
t116"
PVC SASH MTG
RAIL
H-6224
_- 1 9/16" -a
I �
2 vs^
MTG RAIL
H-2121
13/16'--«-^.
PVC MTG RAIL
COVER
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RAIL
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FRAME CORNER
CONSTRUCTION
CORNER WELD
(ALL SIDES)
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FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
18
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PVC SCREEN
SUPPORT
S-6227
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PVC GLAZING
BEAD
S-6237
Pella Corporation
102 Main Street
Pella, IA 50219
www.pelia.com
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33545
�St66ttfat!!77
No.58201
STATE OF
9/26/2023
LUCAS A. TURNER, P.E-
FL PE # 58201
Turner Engineering &
Consulting, Inc
2428 Old Natchez Tic Trl
Camden, TN- 38320
PH, 941-380-1574
BOM AND EXTRUSIONS
IN BY'.
MCS 10/6/2023
PEL-812 B
NOTE ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. scnLL SHEET
12 40F6
6" MAX
6" MAX
4" (T
i
MI
4" (TYP)
4" (TYP.)
ANCHOR LAYOUT - (FLANGE)
SEE NOTE 2
INSTALLATION
ANCHOR(TYP.)
-WG aaL
NOTES
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL,
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR 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 AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. ALL 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. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY. i" FOR WOOD AND METAL.
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 6. CONCRETE AND MASONRY SUBSTRATES MAY 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 IOG(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
Pella Corporation
102 Main Street
Pella, IA 50219
www.pelia.com
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'�FLORIDA APPROVAL NO.'.
33545
No 58201
3YXYE or
9/26/2023
LUCAS A TURNER, P.E.
FL PE # 58201
Turner Engineering &
Consulting, Inc.
2428 Old Natchez Trc TrI
Camden,, TN 38320
PH, 941-380-1574
ANCHOR SCHEDULE AND
NOTES
MCS1 10/6/2023
PEL-812 B
E SHEET
115 5OF6
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT -- -----{
r ---------�---MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS
SEE TABLE i
V 114' MAX SHIM ----+ �--- SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE
I MIN EMBEDMENT I
PERIMETER SEALANT ---- / SEE FABLE 1 MIN. EDGE DIST.
BY INSTALLER SEE TABLE I
INSIDE AND OUT
INSTALLATION ANCHOR - - —L
SEALANT BEHIND �O SEE TABLE l
FLANGE BY INSTALLER —1/4" MAX SHIM
I
- PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1-------SEALANT BEHIND
FLANGE BY INSTALLER
HORIZONTAL SECTION
CONTINUOUS DOUBLE 316" BEADS OF ie t, _
TREMGLAZE U1600 SEALANT AROUND '\6 J TYPICAL JAMB ANCHORAGE
PER AT ALL INDICATED POINTS
/ BETWEEN FRAME AND BUCK BY INSTALLER.
SEALANT BEHIND - ( 1/4" MAX SHIM
FLANGE BY INSTALLER _S. MIN SEE E BLEDMENT --- +-- ----- —j --.-SUBSTRATE
BY OTHERS
PERIMETER SEALANT -- it� SEE TABLEI
BY INSTALLER MIN EMBEDMENT i/4" MAX SHIM --�+
__._._ ._......._4
INSIDE AND OUT SEE TABLE 1 -
_"-/ ��-.....t
MIN. EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE i
SEE TABLE 1 L.-.--..-- ----MIN. EDGE DIST. INSTALLATION ANCHOR -- _:-------1-
SEE TABLE i SEE TABLE 1
p��7 VERTICAL SECTION
_/ TYPICAL SILL ANCHORAGE /
TABLE I: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (20 KSI MIN,}
3/16" ITW TAPCON
1-1/2"
1-118"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN-)
3/16" fTW TAPCON
1"
Z'
CONCRETE M 05 KSI MIN.)
3/16" DEWALT ULTRACON,
1-3/4"
1"
HOLLOW OR GROUT -FILLED CMU (AUTO C-90)
3/16" DEWALT ULTRACON+
1-1/4"
2-1/2"
2X MIN- SOUTHERN PINE (G=0. 55)
3/76' IT TAPCON
OR DEWALTULTRACONT
1-3/8"
7/8"
2X MIN. SOUTHERN PINE (G=0.55)
#tO WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060"} MIN. STEEL S TUD
(33 KSI YIELD MIN)
#10-'16 HiLTI KWIK-FLEX OR 'TW
TEKS SELF -DRILLING SCREW
FULL- THREAD
THRU 0.060"
7/t6
1/8" ALUM- 16063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10GRADE 5SELF-TAPPING i
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
Pella Corporation
102 Main Street
Pella, IA 50219
www.pelia.com
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IFLORIDA APPROVAL NO
33545
a Tt1s
NcL 58201
STATE OF
?; t i
9/26/2023 ........
PERIMETER SEALANT----
LUCAS A. TURNER P E
BY INSTALLER
FL PE # 58201
INSIDE AND OUT
Turner Engineering &
C HORIZONTAL SECTION
Consulting, Inc.
6 BOX FRAME INSTALLATION
2428 Old Natchez TIC Trl
HEAD AND SILL SIMILAR FOR BOXINSTALLATIONCamden,
TN 38320
PH, 941-380-1574
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
SHEET DESCRIPTION -- —
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
iINSTALLATION
DETAILS
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
DRAWN DATE
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
MiCS 10/612023
SHOWN FOR FLANGE WINDOWS.
OwGa RFv_ ---
PEL-812 B
scALe SHEET
t.2 60F6
Buyer(s)' Information and Description of the Property:
Project Number: 38-25857
February 25, 2025
Jeanne Loving
(703) 282-9179 (Jeanne's Cell)
Date of Agreement
March 15, 2025
6401 Laurelwood Drive
Date of Amendment
Zelphythills, FL, 33542
jbiovingl@gmaii.com
County: Pasco
E-Mail Address 1
Township: Zephyrhills
-WIN NIXON&,
011,11 NOW, 00 11491W, IN W Ilia W 1, 011111110
conditions of the Agreement. The following additions, alterations, or deletions to the products and services Buyer(s)
ordered are being made:
Previous Project Price:
$8,444.34 1 New Project Price:
$8,444.34
Previous Down Payments Required: $0.00 1 Additional Down Payment Required: $0.00
Previous Down Payments Collected:
Additional Down Payment Collected:
Additional Down Payment Still Due: $0.00
111111101111 11111 F1 1111
of this Amendment. Buyer(s) hereby acknowledges that Buyer(s) has read this Amendment and has received a completed,
signed, and dated copy of this Amendment on the date written below.
Additional Notes:
Jeanne Loving
Buyer
AMENDED - UPDATED
Windows: Guest 1 72,5"x61.5*'
SUMMARY: Measurement adjusted
WINDOWS: Model Fortress Impact Style Slider Type 2-Lite Config, Auto -Locks
OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered I
Glass Options Clear Low-E I Additional Details None
AMENDED - UPDATED
Windows: kitchen I 17.5"x49.0"
SUMMARY: Removal changed
WINDOWS: Model Fortress Impact Style Single Hung Type Single Config Auto -Locks
OPTIONS: Color White / White : Grid Pattern : None I Removal Florida Flange I Glass Strength Non -
Tempered I Glass Options Clear Low-E I Additional Details None
AMENDED -UPDATED
Windows: Master 1 72.5"x61.5"
SUMMARY: Measurement adjusted
WINDOWS: Model Fortress Impact Style Slider Type 2-Lite Config Auto -Locks
OPTIONS: Color White / White Grid Pattern None I Removal Block I Glass Strength Non -Tempered I
Glass Options Clear Low-E I Additional Details None
March 15, 2025 10:29