HomeMy WebLinkAbout22-3996City of Zephyrhilis
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
„ISE
BAC-003996-2022
Issue Date: 05/02/2022
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11 26 210010 16500 0010 38300 5Th Avenue
01 Nil
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Name: TRUST CORP OF THE FBC OF
Permit Type: Add/Alter (Commercial)
Contractor: PRO TOUCH CONTRACTINI
ZEPHYRHILLS INC
Class of Work: Add/Alter Commercial
SERVICES LLC
Address: 38231 5Th Ave
Building Valuation: $5,000.00
ZEPHYRHILLS, FL 33542
Electrical Valuation: $0.00
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Phone: (813) 843-8782
Mechanical Valuation: $0.00
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Plumbing Valuation: $0.00
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Total Valuation: $5,000.00
Total Fees: $97.50
Amount Paid: $97.50
Date Paid: 5/2/2022 2:51:24PM
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REPLACE DOUBLE EXTERIOR DOOR ! ADD 7 X 10 CONCRETE PAD /REMOVE EXISTING PAD 3X11
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Building Plan Review Fee $32.50 Building Permit Fee $65.00
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.
r.:
..
accordance with City Codes d Ordinances.• OCCUPANCY BEFORE
NO OCCUPANCY •' C.O.
• o� •. SIGNATURE •
1RES IN 6 MONTHS WITHOUT APPROVED INSPECTION
• �. • r r, r11ej
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Fax-81 80
813-780-0020 City of Zephyrhills Permit Application
Building Department
Phone Contact for Permitting
Fee Simple Titleholder Name
Fee Simple Titleholder Address
JOB ADDRESS
2
LOT #
SUBDIVISION
PARCEL
ID
(OBTAINED
FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONITR
INSTALL
ADDIALT
REPAIR
SIGN
DEMOLISH
PROPOSED USE
SFR
Comm
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
Dwjw
Div M
PAI
DePlAce &1,011 WO)a PPA�
BUILDING SIZE SO FOOTAGE HEIGHT
=BUILDING E3��� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY
W. R. E.
VALUATION OF MECHANICAL INSTALLATION 6 60 1. ZN
'e
Address License #E::::::::=
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN YIN
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y 1 N FEE CURREN
Address License #
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 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 (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. 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 $2600, 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 PERMITIING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
11ASEEMMERIMMMIMM
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
WIN
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES 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
exy,ansion of existing buildin s as saecified in Pasco Count Ordinance number 89-07 and 90-07 as amended. The undersigined 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.
commencing construction. I unaerstancl Inat a separate permit may no requirea Tor ereMPTIcai work, plurrioing, signs, weiis,, T,7MT7UMMTMMng, 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.
tat 111411,011 M,
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known to me or has/have produced
as identification,
Notary Public
Commission No.
95'meof N'etary typedprinted ®r staimped
rSbscned and sworn fo-Tor Affirme"06-re n this _I ),aby
Who islare personally known to me or has/have produced
gj_" -4— as identification.
Notary Public
Commission No.
W\cL d�4eV
Name of Notary typed, printed or stamped
MADELINE HER NANDEZ
MY COMMISSION # HH 024US
EXPIRES; July 28,2024
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8
INSTR# 2®22Q96608 OR BK 1®6Q3 PG 3 Page 1 of 1
04/29/2022 10:36 AM Rcpt: 2449957 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No - _ Parcel ID No It. its' 71 ! 0010 j ksS 0- -» 0010
{ ,,,ty NOTICE OF COMMENCEMENT
State of 1 toe. a, County of �"a>
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, j (} _ Q t
1. Description of Property: 7Parcel Identification No. Fro q®' tP,T`A W4Xd-
Street Address: _...3 1,�' .5 Aw4 `�-CDI,�.,-.%►`cU J3� rxi
General Description of Improvement EWI9e
zea4 glib Q414ce®&I -41 OW&CCI Aar
Owner Information or Lessel, information if the Lessee contracted for the improvement:
a%3,4' �Nafg:t a {�yY6,14 '33calt
Address C State
Interest in Property:
Name of Fee Simple Titleholder: �' A
(If different from Owner listed above)
Address
4. Contractor:
City State
Address I ✓ -yt City State
Contractor's Telephone No.: S
5. Surety: A
Narhe
Address
Amount of Bond: $
6. Lender:
Name
City
Telephone No.:
State
Address �� City State
Lender's Telephone No.:
7. Persons within the S to of lodda designated by the owner upon whom notices or other documents may be served as provided by
lion 7113(1)(a) , Flo Statute $.s:
Nagal
e
s1 te�t��e CrLta�wyt��r 3k�'y rr�-
Address ( City State
Telephone Number of Designated Person: QQ
8. In additiontohir6tL7veIfe, o er desi pates � `"!� sd of _
2� ti2 1 to receive a copy of the Li �rNJotice3a provided in Section 713.13(1)(b), Florida Statutes.
Telephone Number of Person or Entity Disnarg ted by Owner. 13_ r� "
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be one year from the 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 Y INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REGO�[ t G YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, 1 declare that I have read the foregoing notice of C(Xnt�>f(:em�ntljaQ t the fads stated therein are true to the best
of my knowledge and belief. j ��/J
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or'CFes . or Owners or Lessee's Authori2ed
Ofitcer/Di r/partnertmanager
Arco 11twj
The foregoing instrument was acknowledged before e this 1'1day of pvpv� k , 20 -!2? by t—.-C--I ifs 'Z - 4dL%-1I
asQL(1 (type of authority, e.g., officer, trustee, attorney in fad) for
(name a behalf of whom instrument was executed).
Personally Known ❑ OR Produced Identification-m— Notary Signaturct
Type of Identification Produce T� 4i 4 C.c.s^+. S.0 Name (Print) b8acip l i ` c E'-r Y1 Ito+ [
;•... MphR.' .^'.R\• ;t;EZ
la EXPIRE 23.2424
so rtrr.. ,:coyv onetxaerwiwt
wpdatatbcs/notic ecommencwmnt_pc053048
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE
OF tt/21NCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE
MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1
1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE
DISTANCE OF 3/4" SHALL BE MAINTAINED.
6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY,
USE 1/4" ITW TAPCONS OR 1/4" ELCO ULTRACONS OR 3/16" ITW
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4' MINIMUM
EMBEDMENT INTO CONCRETE/MASONRY.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY
THE ANCHOR MANUFACTURER.
11, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH
C. HOLLOW/GROUT FILLED CMU - STRENGTH CONFORMANCE TO
ASTM C90, MIN. F'm = 2000 PSI.
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2016A0.18 09:21:57 -04'00'
+ # # I
•'� :;IND
GENERAL NOTES:
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 202-94
• ASTM E283-04
• ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETEWASONRY AND 2X FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR
THIS PRODUCT.
6. FRAME & MULLION MATERIAL: PVC OR WOOD
7. CLADDING MATERIAL: FIBERGLASS
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
General notes
2
Typical elevations, design pressures
3
Typical elevations, design pressures
4
Typical elevations, design pressures
5
Typical elevations, design pressures
6
Door panel construction details
7
Sidelite panel construction details
8
Sidelite panel construction details
9
Sidelite panel construction details
10
Horizontal cross sections
11
Horizontal cross sections
12
Horizontal cross sections
13
Vertical cross sections
14
Vertical cross sections
15
Vertical & Horizontal cross sections
16
Horizontal cross sections
17
Buck & Frame anchoring
18
Buck anchoring
19
Frame anchoring
20
Frame anchoring
21
Frame anchoring
22
Frame anchoring
23
Buck anchoring
24
Frame anchoring
25
Buck anchoring
26
Frame anchoring
27
Components
28
Components
29
Components
30
Bill of materials
up,
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FEDERAL WAY, WA 98003
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33651ST "S
LVL TOP RAIL FEDERAL WAY, WA 96 3
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33 5 IST WAY 5
FRIEPAL WAY, WA 98003
PH: (253) 875-7300
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3365 15T WAY 5
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Outswing shown - Inswing also approved
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Outswing shown - Inswing also approved
NOTE:
1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS.
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3365 IST WAY 5
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Outswing shown - Inswing also approved Outswing shown - Inswing also approved
NOTE:
1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS.
2. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS.
SHEET ROCK
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3365 IST WAY 5
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Outswing shown - Inswing also approved
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3366 IST WAY 5
FEDERAL WAY, WA 98M3
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MASONRY
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HINGE DETAIL 2
HINGE JAMB FRAME ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
ITW BUILDER
TAPCONG
1/4"
1-1/4"
2"
4"
ELCO
ULTRACONO
1/4"
1-1/4"
4"
ITW BUILDEX
TAPCONS
1 3/16"
1-1/4"
3-
1-1/2-
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & V o.c. spacing of wood screws to prevent
splitting of wood.
2X BUCK
1X BUCK
DIRECT TO
MASONRY
Masonry construction
STRIKE PLATE DETAIL
6" (TYP.)
TRrNfl-4 OT.ASS
6"
TRINITYGLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
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2.Concrete anchor table:
ANCHOR
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MIN. CLEARANCE
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TYPE
SIZE
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6
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FRAME ANCHORING
CONCRETE ANCHOR NOTES: Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 0 2X
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
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TO MASONRY EDGE
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1/4"
1-1/4"
2"
4"
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ULTRACONe
1/4"
1-1/4"
4"
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1-1/4"
3"
1-1/2"
14 16 17
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WOOD SCREW INSTALLATION NOTES: VIEW A -A VIEW A -A VIEW B-B VIEWS-B
I. Maintain a min. 5/8" edge distance, & V D.C. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment
to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
go, T'RINf i Y (if ASS
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3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
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CONCRETE ANCHOR NOTES: Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
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MIN. CLEARANCE
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TYPE
SIZE
EMBEDMENT
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1-1/4"
2"
4"
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1-1/4"
4"
ITW BUILDEX
TAPCONS
3/16"
1-1/4"
Y
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & V o.c. spacing of wood screws
to prevent splitting of wood.
STRIKE PLATE DETAIL
IX.
F
6
G 2XBUCK
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3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253)873-7300
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CONCRETE ANCHOR NOTES: H
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ANCHOR
MIN.
MIN. CLEARANCE
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TYPE
SIZE
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TAPCONS
1/4"
1-1/4"
2"
4-
ELCO
ULTRACONO
1/4"
1-1/4"
V
4"
ITW BUILDEX
TAPCONG
3116"
1-1/4"
3"
1-1/2"
14 16 17 18
WOOD SCREW INSTALLATION NOTES:
VIEWA-A
VIEWA-A
WEWB-B
1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws
Head to mullion attachment
Head to mullion attachment
Sill to mullion attachment
to prevent splitting of wood.
(Standard or Fat Mullion)
(Two-piece Fat Mullion)
(Standard or Fat Mullion)
18
VIEW B-B
Sill to mullion attachment
(Two-piece Fat Mullion)
up. I' R1N-FTY Get ASS
T XNITYGLA5S NTERWnONAL
33 515T WAY 5
FEDERAL WRY, WA 98003
PH: (253) 875-7300
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ANCHOR
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TYPE
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WOOD SCREW INSTALLATION NOTES:
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required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
ITW BUILDEX
TAPCONO
1/4"
1-1/4"
2"
4"
ELCO
ULTRACONO
1/4"
1-1/4"
4"
ITW UILDEX
TAPBCONO
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
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3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
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3"
A i A 6-
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H 2X BUCK
L IX BUCK
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1X/2X BUCK TYP. HEAD ASTRAGAL SHOWN 14" MAX.
&JAMBS FOR REF ONLY O,C.(Typ.)
DOORFRAME
MASONRY
OPENING
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P. SILL
6"
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FRAME ANCHORING
Masonry construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
ITW BUILDEX
TAPCONS
1/4"
1-1/4"
2
4
ELCO
ULTRACONO
1/4"
1-1/4"
4"
ITW BUILDEX
TAPCON.
3/16"
1-1/4"
3
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & V o.c. spacing of wood screws
to prevent splitting of wood.
VIEW A -A
Astragal Strike @ Head
STRIKE DETAIL I
6
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5,50" N IX BUCK
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HINGE DETAIL I
F
6
G 2X BUCK
N IX BUCK
P DIRECT TO
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ASTRAGAL MASONRY
HINGE DETAIL 2
Astragal Strike @ Sill
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TRINITY GLASS INTERNATIONAL
3365 15T WAY 5
FEDERAL WAY, WA 98003
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required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
ITW BUILDEX
TAPCONO
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2"
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WOOD SCREW INSTALLATION NOTES:
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3365 15T WAY 5
FEOEAAL WAY, WA 98003
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HINGE JAMS FRAME ANCHORING
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CONCRETE ANCHOR NOTES:
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adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
ITW BUILDER
TAPCONO
1/4"
1-1/4"
2
4"
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ULTRACONO
1/4"
1-1/4"
4"
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3/16"
1-1/4"
3"1-1/2"
1. Maintain a min. 5/8" edge distance, & V D.C. spacing of wood screws
to prevent splitting of wood.
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Astragal Strike @ Head
VIEW B-B
Astragal Strike @ Sill
5.50"
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TRINZW RASS ZNTERNAT MAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
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SIDE & HEAD JAMBS
MATERIAL: WOOD
5.25"
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SIDE (5-I17 or large,)
6 HEAD JAMBS
MATERIAL: WOOD
SIDE & HEAD JAMBS
MATERIAL PVC
5.25"
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MATERIAL: PVC
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SIDE & HEAD JAMBS
MATERIAL. �PVC
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MATERIAL: PVC
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MATERIAL: PVC
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MATERIAL: PVC
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1.22" 2.44"
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TRINITY &LASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
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SHEET: 270F30
58"
MULLION BASE KIT
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MATERI�ALPCIASA
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STANDARD MULLION
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MATERIAL: PVC
TRINITY GLASS
TRINITY GLA55 NTEPNATIQNAL
336515T WAYS
FEDERAL WAY, WA 98003
PH: (253) 875-7300
5
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19.63" —1 c — LATCH (BLIND HOLE)
:3 -T SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) 5.50" 33.13"
SLIDE BOLT ROD
STEEL L ==T)
2.75" —
1.63" — 3.75" 2.50" 3.63"
— 10.75" — — 10.50"
18.75" —18.5011—
TOP BOLT RETAINER — 26.75" 26.50"
9-3/4"ALUMINUM
BOLT RETAINER
SLIDE BOLT ROD 2 .65"
ALUMINUM
ASTRAGAL. 1 �75"
VIEW A -A
Aluminum Astragal Assembly
r.
0
0 F-
F-
0
7.84" SCREW LOCATIONS (TYP.)
-_j 5.50" 33,13"
0 0
FLUSHBOLT BAR
Diecast Zinc 00
20.25"
(o 32.25"
-43.62"
1.09"
0
FLUSHBOLT ILI DEADBOLT (THRU HOLE) LATCH (THRU HOLE)
DieGast Zinc
3.38" m
L-Qj 0
PVC AST RAGAL
v �"�
1.44"" PVC b�yTn`nity
VIEW S-B
PVC Astragal AssembFy-
20.25"
1.38'
— 8.13"
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11, RINI TY OLAS
TRIMTY GLASS INTERNATIONAL
3365 1ST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
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BILL OF MATERIAL
ITEM #
DESCRIPTION
MATERIAL
A
1X BUCK SG>=0.55
WOOD
B
2X BUCK SG>=0.55
WOOD
C
1/4" MAX. SHIM SPACE
D
14X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
#9 X 3/4"PFH WS
STEEL
F
#9 X V PFH WS
STEEL
G
#9 X 2-1/4" PFH WS
STEEL
H
#10 X 2-1/2" PFH WS
STEEL
1
#8 X 2" PFH WS
STEEL
J
#6 X 1-1 /4" DRYWALL SCREW
STEEL
K
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301
OR HOLLOW BLOCK CONFORMING TO ASTIVI C90
CONCRETE
L
1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
M
1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
N
3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
0
#8 X 2-1/2" PFH WS
STEEL
P
3/16" X 2-114" PFH ELCO OR ITW CONCRETE SCREW
STEEL
Q
#8 X 1" PFH WS
STEEL
R
3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
1
JAMB (FINGER -JOINT PINE - SG>=0.42)
WOOD
1A
JAMB (FINGER -JOINT PINE - SG0.42)
WOOD
2
JAMB
PVC
2A
JAMB
PVC
3
JAMB
PVC
5
WEATHER STRIP QEBD650 C-LON
6
3.98" X 4.0" HINGE MIN 0.098" MIN THICK
STEEL
7
STRIKE PLATE
STEEL
8
DEADBOLT PLATE
STEEL
9
SILLKEY
PC/ASA
10
OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATE
ALUM./PVC
11
DOOR PANEL - SEE DOOR PANEL CONSTRUCTION DETAILS SHEET
12A
SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
12B
SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
12C
SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
13
OUTSWING SIDELITE SPACER
PVC
14
STANDARD MULLION (FINGER JOINT PINE SG0.42)
WOOD
15
MULLION BASE KIT
PC/ASA
16
STANDARD MULLION
PVC
17
"FAT" MULLION
PVC
18
TWO-PIECE "FAT" MULLION
PVC
19
1X MULLION
WOOD
20
-ALUMINUM ASTRAGAL BY ENDURA PRODUCTS
ALUMINUM
21
PVC ASTRAGAL BY TRINITY
PVC
22
ASTRAGAL STRIKE @ HEAD
STEEL
23
ASTRAGAL STRIKE @ SILL
STEEL
24
INSWING SILL - ALUMINUM WITH PVC SUBSTRATE
ALUM./PVC
25
DOOR SWEEP
PVC
26
INSWING SIDELITE SPACER
PVC
QVMMTY GLAS
1 7 ' s 1A
TRMITY GLASS INTERNATIONAL
3365 15T WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
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SHEET:30 OF 30
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SPECIAL SERVICES CUSTOMER INVOICE
% Store 8929 ZEPHYRHILLS Phone: (813) 788-1642
32715 EILAND BLVD Salesperson: AXT6856
ZEPHYRHILLS, FL 33545 Reviewer: AXT6856
This is only a QUOTE for the merchandise and services printed below. This becomes an
Agreement upon payment and an endorsement by a Home Depot register validation.
Name
Phone 1
GALL NDO HECTOR M
(727) 688-1091
•
Address 3295 MACINTOCH RD
Phone 2 (813) 317-9589
•
Company Name DL GALINDO
City LAND 0 LAKES
Job Description Road runner
State FL Zip 34639
County PASCO
Page 1 ofH8929-19148,,!�
vALIDAT'16N AREA
We reserve the right to limit the quantities
ME CHANDISE AND SERVICE SUMMARY sold to customers
REF # W04 SKU # 0000-515-664 Customer Pickup / Will Call
STOCK MERCHANDISE TO BE PICKED UP:
Check your current order status online at
www.homedepot.com/orderstatus
III1IIIIIIIIIIIIIIIII1III
(9801) 0100572980
I
x 04/27/2022
Customer's Signature Date
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