HomeMy WebLinkAbout15-16004 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813),i80-0020 160
BU�LDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16004 Address: 39580 MEADOWOOD LP LT 109 '
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-1090
Improv. Cost: 1,199.00 OWNER INFORMATION
Date Issued: 2/12/2015 Name: TATE MARYJO SILVERWOOD
Total Fees: 67.50 Address: 39580 MEADOWOOD LP
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Date Paid: 2/12/2015 Phone: 813-782-6821
Work Desc: REPLACE GARAGE DOOR 16 ' X 7 '
CONTRACTOR S APPLICATION FEES
DISCOUNT GARA E D R, BUILDING FEE 67.50
� � � � � �
� t--�
Ins ections Re uired
F ER 2 D ROUGH PL B ISC NSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when e�ctra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONTRA OR G TURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
0
�o ' - '
..,.1^ . -
.�s.
,,`.
�'�`:=_:_.__.Y_--_ -
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �-/ 'S�'-�K,� �•�-' (J11�NS�`'
� �
Date Received: �- J�—' �
Site: �g S �� �P�D Zd��� �-f�
T
Permit Type: ���,` ��- � ��C�//�eil 6
-
' Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� ,
, �� /�
Kalvin Swi"tz r Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
�� 15355 Fli ht Path Dr.
� � � � ' Brooksville,FL 34604
� � � � Toll Free(866)420-DOOR
, ! �� www DGDoors.com
Diseount Garage Doors Ine. St"dtE LIC.#CBC 1254791
January 29, 2015
To whom it may concern: City of Zephyrhills/
✓ � ✓
I, Jack Dickerson, give permission for Beverly Amato, Linda Krumholtz , or Joe Hudson
to sign&pick up any permits from the City of Zephryhills using contractor license#
CBC1254791for Discount Garage Doors, Inc.
Sincerely,
.
. �L%G
Jack V. Dickerson
President, Discount Garage Doors, Inc.
The foregoing instrument was acknowledged before me on this 29th day of January, 2015
by Jack Dickerson who is personally known to me.
Signature of No ublic
,,,�,,.,
`�tPRV�VB��i� DORETTA RAYMOND �
�: :°�: Notary Public-State of Florida I
;,�` :oQ; My Comm.Expires May 9,2015
♦9� p,��
'.,�oF��o�. Commission#EE 60865 I
I
a�s-7aa-oazo City af Zephyrhills Permit Appi�catian Fax-813-784-0021
Building D,epartment
Data Received �,'' • ��� �� � � �
Phone Contact for Permftting
1 1 1 1 1 1 1 1 1 1 1 i 1
Owner's Name �...� Owner Phone Number '� � — pZ
Owaer's Address � t7�t?t}L�' 4wner PE�one Number �� �
Fee Slmpie S3tteholder Name � �_ � Owner Phone Number �
Pee Slmple Tltleholder Address
JQB ADDRESS � S (,J�f�1 . � � � ��/ � LOT# ���'�f��
SUBDIVISION ►� ,�O`�,liJ�� ��1'�� PARCEL ID# 'o2�P�I ' GI O` O�OO(f- /09b
{t}BTASNEp FR4M F'i20PERTY TAX NOTtCE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT � 51GN Q O DEMOLISH
INSTAL� REPAlR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE QF CONSTRUGTION Q B�OCK Q FRRME � S7EEL Q
DESCRIPTION OF WORK �r�' � ��U(` �� I�tce�y�-�- .�j.�y��r��Z �', �4� X �
BUILDING SIZE � � SQ F007AGE CT� HEIGHT ��
�BUILDING $ �� O�� VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL � � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBtNG � � �` ",-�- �
„ _ A �tY��� 4`1
� �! �`4, �
MECHANICAL $ VALUATION C7F MECHANiCA�INSTA�IATIOR! t^
���,,
QGAS Q ROOFING Q SPEGIAITY 0 OTHER '
FINISHED FI.00R EI.EVATIONS ��� F�OOD ZpNE AREA QYES NO
r'-
BUILDER r /, ry t�COMPANY JJ($Ctt t��'� �--�C90 � �. �
SIGNATURE G��-K!��:�'C� REGIS7ERED N FEE C RREN Y N
Address .$ ,�j� // P: License# �S�-Iasy79l I
ELECTRtC1AN � COMPANY
SIGNATURE REGIS7ERED Y/ N FEE CURREN Y/N
Address License# C �
PCUMBER CQMPANY
SIGNATURB REGIS7ERED Y/ N FEE CURREN Y/N
Address License# �� �
MEGHANICAI. � G4MAANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address license# �— �
4THER � CQMPANY
SIGNATURE � REGISTERED Y I IV FEE CURREN Y/N
Address License# � �
Illllllllllllllllllllllllllllllllllllllllllllllllltlllllllltlllllll
RESIDEHTIAL Attach{2}Plot Plans;{2)sets of Building Pfans;{1}set af Energy Forms;R-O-W Permit for new canstruction,
Minimum ten(10}warking days after submittaf date. Required onsite,Gonstruction Plans,Stormwater Plans w!Silt Fence'snstalled,
Sanitary Facilities&1 dumpster;Site Wark Permit for subdivisions/large projects� __ �_- �
-- C�YiNiERCiAt—�Aftacti{3)"comp�ete sets"of Buiiding�Plan"s ptu�s a Gife Safety Page;{�}set of Energy Forms:R-0-W Permit for new construction.
Minimum ten(10}working days aiter submittai date. Required onsite,Gonstruction Plans,Storrnwater Plans wt Siit Fence insfa(led,
8anitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
S(GN PERMtT Attach{2)sets of Engineered Plans.
•**`PROPERI'Y SURVEY required for a(i NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._.
Dlreetfons:
Fiii out appiication compieteiy. i
4wner&Contractor sign back af application,notarized
if over$250d,a Natice of Commencement(s required. {AfC upgrades avar$7500) �
" Agent(for the oontractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTINC's {Front of Rppiication flnly)
Reroofs if shingles Sewers Service Upgrades A/C Fences(P1otlSurvey/Footage} ,
�
Driveways-1Vot over Gaunter if on public roadways..needs f20W
i
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 unciersigned assumes responsibility for compliance wifh any
applicable deed restrictions.
UNLICENSED CQNTRACTORS AND C4NTRACT�R RESPONSIBI�tTtE3: If the owner has hired a contractor ar
contractors ta undertake work, they may be required to be licensed in accordance with state and local regulations. If the i
cantractor is not licensed as required by law, both the awner and contrac#ar may be cited for a misdemeanor violation �
under state law. If the owner or intended contractor are uncertain as to what (icensing requirernents may apply fc�r the �
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- i
8009. Furthermore, if the awner has hired a cantractor ar contractors, he is advised to have the cantractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
cantractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Teansportation Impact Fees and Recaurse Recovery Fees may apply to the cor�struction of new buildings, change af
use in existing buildings, or expansion af existing buildings, as specified in Pasco County Ordinance number 89-07 and
9Q-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. (t is further understood fhat 7ransportation Impact Fees and Resource Recovery Fees must be paid priar to
receiving a "certificate of occupancy° or final power release. If the project daes not involve a certificate of occupancy or
final pawer release, the fees must be paid priar ta permit 'sssuance. Furthermare, if Pasco County WatedSewer lmpact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CON57RUCTtON �IEN LAW(Chapter 713, Florida Statutes,as amended): If vaivation of wark is$2,5Q4.OQ ar mare, I
certify that I, the appiicant, have been pravided with a copy of the "Florida Canstruction Lien Law—Hameowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"awner", 1 certi{y that 1 have abtained a copy of the above described document and pramise in goad faith#o
deliver it to the"owner" priar to commencement.
CONTRACTCIR'SlOWNER'S AFFtDAVIT. E certif}r that all the irtformation in this applicatian is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zaning and land deve(opment. Application is
hereby made to abtain a permit to do work and installation as indicated. I certify that no work or installation has
, cammenced prior to issuance of a permit and that al1 work will be performed ta meet standards af all laws regulating
construction, County and City cades, zoning regulations, and land development regulatians in the jurisdiction. I also
certify that 1 understand that the regulatians of other government agencies may apply to the intended work, and that it is
my responsibility to identify what acfions I mus#take to be in compliance. Such agencies include but are not limited to:
- pepartment of Enviranmenta! Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterNUastewater Treatment. �
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
I Watercourses.
- Army Corps of Engineers-Seawalls, Doeks, Navigabfe Waterways,
� - Department af Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
� Septic Tanks.
- US Environmental Protectian Agency-Asbestos abatement.
- Fec4eral Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
� - Use of fill is not a!lowed in Flood Zone"V"unless expressly permitted.
- (f the fill material is ta be used in Flaod Zone "A", it is understaad that a drainage pEan address'sng a
i "compensating volume" will be submitted at time of permit#ing 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 wa(I
canstruction, I certify that fill will be used only to fil!the area within the stem wall.
� - If �II material is to be used in any area, 1 certify that use of such fill will not adverse(y aifect 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 applicat9an, for lots less than one �1)
acre which are elevated by fill, an engineered drainage plan is required. i
If 1 am the AGENT FOR THE OWNER, ! promise in good faith ta inform the owner of the permitting conditions set forth in �
this affidavit prior to commencing construction. t understand that a separate permit may be rec{uired far e(ecfrical work,
plumbing, signs, wells, poals, air conditioning, gas, or other installatians not specifically included in the applicatian. A
permit issued sha11 be construed to be a license to praceed with the wark and not as authority ta violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official fram thereafter
requiring a carrectian af errors in plans, construction vr violations of any codes. Every permi#issued shal! become invalid
unless the work authorized by such permit is cammenced within six months af permit issuance, or if work authorized by
the permit is suspended or abandoned for a period af six(6) months after the time the work is commenced. An extension
may be requested, in writ3ng, from the Building O�cial for a period not to exceed ninety (90} days and will demonstrate
justifiable cause for the extension, If work ceases far ninety(90)consecutive days,the job is considered abandoned.
WARNING T4 OWNER: YOUR FAtL.URE T4 RECORD A NCYTICE f3F C{3MMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER QR AN ATTORNEY BEF4RE RECt�RDING YOUR NC}T10E QF COMMENCEMENT.
FLORIDA JURA7(F.S.117.03) �, ,
� OWhTER OR AG�R7T CQNTRACT4R � L�:S����_
fi __��f%���'��----
Subscribed and sworn o or aiflrmed)before me this Subscribed and s n to(or affirmed)before me this
by ,�A-e.lt, 9�c.lCe.c:i'v by Sh-e�G 1�%z-�e-N oi,
Who 3stare personally known to me or hasJhave pro uced Who istare personally known ta me ar haslhave produced
as identification. as identification.
�
Notary Public ���-��,,�,._Notary Public
Commission Na. Commission No. Q ��
ir �bC`L-lT-.� 1�27�'r:r
Name of Notary typed,prinf or stamped Name of Notary typed,prinfed o stamped
�:.�ii�i�. —
`2O`RY A!«(�I `o<<t1�o,re`',,= DORETTA RAYMOND
tA U'' DORETTA RAYMOND ��,�RPYP[/r
. . : Notary Public-State of Florida :2,," i°": Notary Public•State af Florida
=�` �Q: M Gamm.Ex ires Ma 9,2tI15 -
��:�OFF��p�` YCommissi n#EE 60865 :�4� oP`; �Y Gomm.Expires May 9,2015
unm ''�pi i,p��
Commission#EE 60865
� t " STATEWI�E PRODUCT APPROVAI. SUBMITTAL
���2
ApplicationlPermit#: Buildin Address: �������������'� � Owne�: ���� Contractar:�f�€�L��t�.�a�E'� ����CS,If�
O enin s: Slidir� Glass Doors,Exterior Swin Doors, Overhead Doors, Fixec3 Giass,Windows, Muflions, S li hts
`*Pressure Product Approvat Product Model#or Glass Atiachment Approval Expiration
`Q D T ManufacEurer Category Number/Seq#. Name Series Type/Size Method Entity Date
�. 3€� 3�.5 '���y���a(�� ��2C3�� 1a���.11 8�€3b3J�5���� ��`� �r����e i�n����� �a€��r ��'�
I
�� �
� '
�
� � � J
� A • F� f�
,
���"�. � � � ,
�� � �
Yl,� y; �, 0 ��
����n
- �� � �,_3�. � o �
'��-' �.���� W � �
��.t�
�,�,�:�,
< ':�� ;�',
�a;
r
p� s:ua��
'��nty one entry required for MultipEe units of the same size and Design Pressure
**�= Design Pressure T=Max.Test Pressure
Page 1 of_
dQ� REVISIONS
1. IMPACT RESISTANT CU21NG OPTON -IMPACT RESISTANT 73 GA HORIZ ANGIE
CLAZING SYSTEM MAY BE INSTALLED IN TOP OR IN7ERMmIAIE P1 REVISED MODELS
SECTION (WIiH OR MAIHOUT DE(bRATIVE INSERTS).GLAZING GRT 1/22/74
SHALL BE 1/4' POLYCARBONAIE.MAXIMUM GLAZING 13 GA FLAG ANCLE '
DIMENSIONS SHALL BE 14'x 46'CUTOUT,FASTENm WIIH A �{DOOR
MINIMUM /8 X 1'SMS: 3X ALONC THE HORIZONTAL AND 3%
ALONG 7HE VER7ICAL SEE DETAIL E ON SHEET 2 FOR 16 GA MIN HORR
ASSEMBLY OETAILS TRACK � , A
2.NON-IMPACT ROSTANT GLAZING OPTION- .090' NINIMUN 5/16x1-5/8' HEET '
SSB GLAZING IN MOLDm FRANES SCREWED TOGEiHER VATH A UG SCREW(MIN 3 I
MINIMUM OF(10)p8z1'SCREN5 INSTALLED IN TOP OR pS SHONN)
INTERMEOIATE SECTION(WITH OR WITHOUT DECORATIVE '
INSERTS)MEE75 UNIFORM STATIC H7ND PRESSURES SI10WN ON �4)7/4-20:9/16'LARGE '
THIS DRAWING.MAXIMUM GLAZING DIMENSIONS SHALL BE 15' F��D TRACK BOLTS OR
z 46" CUTOUT CIAZING IS NOT IMPACT RESISTANT AND DOES 7I4-20 S7UDS WITH
NOT MEET iHE REQUIREMENTS FOR H7ND-BORNE DEBRIS 7/4-20 HDC NUTS _
REGIONS. 15 GA MIN VER7 • � B
3.VINYL OR WOOD DOOR STOP NAILED A MA7(IMUM OF 6� TRACK .
O.C.MUST OVERLAP TOP AND BO7H ENOS OF PANEIS �� ��
NINIMUM 7/16"TO NEET NEGATVE PRESSURES. 1/4-20x9/16'iRACK �
BDLT AND 1/4-20 HE% , � �
4.KEY LOCN,SL1DE LOCKS,OR OPERATOR REQUIRED. NUT AT EACH.B-US I �
JAYB BRACKET LOCATON C ,
5.LWVER OPTON — .040'MININUM LOUVERS IN MOLDED EE7
FRANES SCREWED TOGETHER lN7H A NIN�MUM OF(10)�Bx1'
SCREWS INSTALLED IN THE 80TT01I SECTION. LOUVERS ARE 5/16x1-5/B'LAG
NOTIHPACT RESISTANT AND DO NOT MEET THE SCREW AT EACH 76 GA DWBLE .
REQUIREMEN75 FOR NAND—BORNE DEBRIS REGIONS. JAMB BRACKEi 1• END STILE .
6.FACER STEEL TO HAVE A MININUN 27 GA THICKNESS AND �.
BACKER STEEL TO NAVE A MINIMUM 29 GA THICKNESS
7.A 4-1/2�z 8' x 22 GA BAd(ER PLATE IS TO BE � � �
LOCATED AT EVERY INTEFiMEDIA7E AND OUTER END HINGE 75 GA STIFFENED JAMB ' I
LOCATION. BRACKETS �
8.7HE DESIGN OF 7HE SUPPORIING STRUCTURAL ELEMENTS ��HEDULE FOR I �
SHALL BE THE RESPONSIBILIN Of 7HE PROFESSIONAL OF OUANTITY,LOCATION,
RECORD FOR THE BUILDING OR STRUC7URE AND IN AND TYPE
ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS �� '
LISTED DN 1H15�RAVANG. KEY LDCK OR SLJDE ,
LOCK EApi END(NDT
9.DOOR JANB TO BE MININUM 2t4 STRUCNRAL GRADE REOUIRm WITH ��
LUNBER. REFER TO JAMB CONNECiION SUPPLENENT FOR OPERATOFi— SEE
ATTRCHMENT TO SUPPORTING STFiUCNRE NOiE 4). SIJDE LOCK �
SHOWN FOR CLARITY
10.FOR LOW HEAD ROON LIFT CONDI7ION5,TOP BRACKET
SHALL BE A 13 GA LHR 7/4 TOP BRACKET 641THOUT
PUCHNUTS AND N7iH A MINIMUM OF(3)7/4-14a7/8�SELF
DRIWNG,CRIMPTITE SCREWS IN LIEU dF 7HE BRAqCET SHOWN N0.'� (4)SECTION SOLID p
ON 1HIS DRAWING. U—BAR ON TOP SECTION SHALL BE DDOR SHOWN. SEE NOTES
'INSTALLED ON 70P OF LHR TOP BRACKETS. 1 dc 2 7HIS SHEET FOR SHEET
GUVJNG OPTIONS
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
JAMB BRAq(ET SCHEDULE
DOOR DOOR UNIFORM LOAD EACH JAMB(PL� M A A
N7D7H H�GHT OOOR N0. OF gRAqCE75 BRACKEfS NEASURm FROM BOTTOM
�0'-2' ALL +152.5/-170.3 HEICHT SECTIONS�EACH JAMB) OF TRACK(ALL DIMENSIONS t 2')
12'-2� ALL t1825/-203.8 6-6 4 7 2 JB—US 10 JB—US 21-3 4 JB—US 29-3 4 JB—US 39 JB—US 48 .6—US 57-1 4 JB—US
74'-2' ALL +2125/-237.3 ��—�� 4 7 2 JB—US, 10 JB—US,27-3 4 JB—US, 29-3 4 JB—US,42 JB—US,52-1 2 JB—US, 63-1 4 J8—I15
15'—Y ALL +227.5/-254.0 �-8 4 OR 5 8 2 JB—US, 10 JB—US, 18-3 4 JB—US,26—J 4 JB—US,J6 JB—US,45 JB—US, 5�-1 4 JB—US, 74-1 JB—US
8 2 JB—US 10 JB—US 21— 4 JB—US 29—J 4 JB—US J9 JB—US 48 .B—US 57-1 2 JB—US 75-1 �IB—US
16�—Y ALL +2425/-270.8 8— SEE NOTE BELOW
NOTE:
(JB—US)FOLLOWING DIMENSION DENOTES AOT7ED JAMB BRACKET ATTAqim TO 7RACK NiTH 1�4-20:9/16'iRAq(BOLT AND NUi AS SHDWN ABOVE.
ALL OOORS GREATER 7HAN B�IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT IRACK CHART FOR DETAILS.
STATIC PRESSURE RAl1NGS APPROVED SIZES SCALE. N.T.S. SIZE. A I
Wayne� DESIGN (PSF): +30.00/-33.50 MAX WID�-I: 16'-2" DATE NAME �
TEST (PSF): +45.00/-50.25 MAX HEIGHT: 24'-0" DRAWN 6/12/13 GRT
MARK A.SAYACKI,PE palton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:24"CHECKED
Z50�SLENISVILLL T%75067�ZD� MODELS 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 SHEET � OF 2
R PE�28�} DIVISION OF OVERHEAD DOOR COR DRAWING PART NO. REV.
T%PE 106291
3395 ADDISON DRIVE
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2242 352071 P1
� VERIFlCATIIXJ OF WiNDLOAD LONS7RUCT10N DETAILS. 850 474-9890
I �
�
(21 12 GA CONMERCIAL'L'FRAME REVISIONS
T�P BRACi(ETS ATI'ACHED WI1H(4) P1 REVISED MODELS
7/4-20x7/8'SELF DRIWNC SCREWS
(2 7HROUGH STRUT AND TOP GRT 1/22/14
BRACKEn (70)SECTION DOORS VATH
(15)3'18 GA BD KSI U—BARS�
, � �u� �°• 1 t4 ro te's' �ocnho ns sHOwrr
13 GA ROLLER SL1DE ATTACHED '
TO BRACKET WI7H 5/16-18 BOLT /
k NUT IN THE CENTER SLOT
�_ �•� (14)3(9'18 GAn80 KSIOURS—BA 5 "
ADD(2)1/4-14x7/8� �A 14'TO 16'2' LOCATED AS SHOWN�
SELF DRILUNG CRINP7ITE SCREWS �
(INSIDE OF EACH INSIOE END HINGE �__
2'S1EEL ROLLER N7TH 9'GRADE
7144 OR EWIVALQJT S1EN AND _ (B)SEC710N DOORS WIiH
7/16' PUSH NUT A7 EAqi ROLLQt (12)3'18 GA 80 KS1 U—BARS
LOCAl10N LOCATED BETWEEN THE , �o � 10'TO 14'Y LOCA7ED AS SHOYM
BRACKET OR HINGE (D(CEPT 1
' Pl1CHNUT LOCA7ED ON iHE TOP l
i AND BOTTON ROLLER IS LOACTED � '
OUTSIDE OF BOTH BRApCE15).1/4"
NAX BE7\A'EEN PUSH NUT AND
OUIER HINGE � (7)SECTION DOORS WIIH
(2)14 GA WIDE BODY END �����Z� (11)3'7H GA BO K51 U—BARS�
HINGES EACH ATTACHED H7TH �fl LOCATED AS SHOWN
� (4)1/4-14x7/8°SELF I
DRIWNG CRIMPTIIE SCREWS
• . 10'70 13'2' (B)sECT�ON DOORS xn7H
� ,o (9)3'18 GA 80 KSI U—BARS
LOCAlID AS SHDWN
� 14 GA WIDE BODY
IN7ERNEDIATE HINGE • Q o '
ATTACHED WI7H (4) �
1/4-14x7/B'SELF DRIWNG
CRINPTITE SCRE `� (5)SECiION DOORS WI1H
� (8)3'18 GA BO KSI U—BARS�
� - �� / ' LOCAlED AS SNOWN
i • / , \ (4)SECTION DOORS WITH
, (8)3'18 GA 80 KSI U—BARS
� OWN
2 GA EXTENSION BRACKET �INTERI�R FRANE LOCATED AS SH �
•� EXTERIOR
TTACHEA N7TH (3)1/4-14x7/8• I 1
ELF DRIWNG CPoMPTIiE SCREWS � \ FRAME
2 THROUGH S1RUT AND BRACKE • •
4 GA BOTTOM BRACKET . \
TTACHm WITH (2�� SHEEfMETAL SCREW
/4-14x7/B'SELF DRIWNG ' 1/4'POLYCARBONA7E
RINPTITE SCREWS THRWGH �\ /
7RUT AND BOTTOM BRACKET
ND(1)1/4-14z5/8'SELF `
RIWNG TAMPER RESISTANT
CREW •_� • '
pETAIL 0 DETAIL E •
ALL U—BARS SHALL BE ATfACHm WITH (2)
1/4-14x7/B"SELF DRIWNG CRIMPiiIE SCREWS
AT EACH HINGE LOCATION AND BETWEEN ALL END
HINGES AND IN7ERMEDIAIE HINGES.A MINIMUM OF /�
(14)FAS7ENERS ARE TO BE USED.
.
� �.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE. N.T.S. SIZE. A
Wayne� DESIGN (PSF): +30.00/-33.50 MAX WIDTH: 16'-2" DATE NAME
TEST (PSF): +45.00/-50.25 MAX HEIGHT: 24'-D" DRAWN 6/12/13 GRT
MARK A.SAWICKI,PE patton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:24"CHECKED
zsoi s.L�s n MvY�27�7i�soo MODELS 4600/4650/660�/8300/8500/5150/5200/TM515/TM525 SHEET 2 OF 2
FL PE 72613
TX pE�p5zg7 DIV1510N OF OVERHEAD DOOR COR DRAWING PART N0. REV.
3395 ADDISON DRIVE
PROFESSIONAL ENqNEER�S SEAL PROVIOED ONLY FOR PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2242 352071 P1
VERIFILA110N OF WINDLOAD CONSTRUCTION DETAILS. 850 474-9B90
__ �
SCFiEQtlLE 3 "
3/a"�A3o7 HEADED OR HOOKED AhlCH4R`B4LTS!N NORMAI.WElGHT CONCRETE a
t�AAXItviUM SPACiNG OF ANCNQA BOLTS PER JAMB{1N)
LQAD PER 2040 PS! 2504 PSI 3000 PSI
�AM$ LBIFr NQTE3 CONCRETE CONGRE7E CONGRETE '
f00 24 24 24
120 24 24 24
id0 24 24 24
i60 24 24 24
i80 24 24 24
200 24 24 24
22Q 24 24 24
240 24 24 24
260 24 24 24
280 24 24 24
304 24 24 24
32� 24 , 24 24
340 2d 24 24
i 364 23 24 24 ,
38Q 22, 24 24
4d0 20 24 24
42Q 13 24 24
� d40 19 23 24 �
aso is zz 2a
480 f7 21 23 �
5d0 16 20 22
520 16 � 20 21
540 � 15 19 20
I 560 14 18 i9
580 14 18 19
604 13 i7 i8
s2o �s �s ta
64d 13 16 17
&60 12 T5 i6
680 12 15 i6
700 y1 i4 15
720 11 14 15
7dd ii 14 15
760 11 13 14
780 i0 13 id
8qfl i0 13 13
1.6ASED ON 3/8"f�A307�tEADED OR HOOKED(1.59"MIN.HOOK LENCiTH)ANCNOR BQLTS WlTN A 1"Q.D,WASHER
W}'��A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINlMUM EDGE DISTANGE OF 3".
2.PROVIDE QUANTITY OF ANGN4R BQL78 AS REQUtRED TO MA1NTAfN MAXIMUM SPACING AS SHOWN!N
TABI.E WlTN A MIN(Mt1M OF TNREE(3j ANCMOR 80LTS PER JAMB. ANCHOR BOL75 AT TOP AND SOTTOM
OF JAMB SHALL BE P�ACED A MAXiMUM OF 6"FROM THE END C?F THE JAMB.
3.LOAD PER JAMB CALCULATED 8Y TAKlNG DESIGN LQAQ(PSFj TiMES DOOR WiDTt-I{F�'}D(ViDED BY 2.
EXAMPLE: dESIGN LOAD a 30pst
00(7R WlDTN=16tt
LOAD PER JAMB-3ppsf x 16tt/2=2G0lb!(t
4.CHART!S BASED ON 6'-6"MINIMUM AND 24'•0"MAXiMUM DQOR NEtGH7,
5.DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LUMBER OA BETT�R MOUNTED DtRECTLY TO SUPPORT ST'RUCTURE.
6.DESiGN OF THE SUPPORT STRUG7URE SHALL BE THE SOI.E RESFONStBiLITY OF THE 6UlLDiNG DESlGNER
AND SHAI.t,8.E DE8lGNED FOR THE JANiB LOAD USTED IN ABdVE TABLE A5 CALCULATED PEFi NOTE 3.
'� 7.CAC.CULATIONS CONFORM TO ANSI/AF&PA NDS-2045 ANQ ACl 318-05,APPENDiX D.
�
Approved
� Mark 1�.6arrow,PE
Florida License No.57389
Wayne Daltan Carp.
3395 Addison Drive
PensacoJa,FL 32514 Revfslon P8
�
: � � � Dis�o�nt �arage Doorse Inco ,���" � �;�
_ '� � 15355 Flight Path Dr: BrooksvilTe, FL 34604 ��� ��'���
: ,R�.:^�� . ; :
F. ,�.=, �,,rv,�,,�-. ' To11 Free 1-�66-420;D0�1�.(3667) • www.I�GIJoors.com r�,;, Y,,r�,� � �
� Discount�arag��ooes�nc, � Date:S-�•# _��-••y
, ,Contract_for Sale and Installation of a New Garage Door
State Lic.#GBC7254799 " � '���t3'Service At 1�f#ordable Prices" �������a p� Tech:
' �r. .�`s. ,i` �=� C #' �` ��r� t'�`�t:��F y � .t�;1,-.s r;.t�,,,�h d'�.„,�, �J
�Customer iVame: ±��� �,..,F, � ;�:�.ti :f^ "'��...�� Address: Pr� "-�a-�--:.�.�` ' °_�-x; ,�:� ,:..-. _
� �' `6 ,,�-, -- �- ,a�� �
¢°�(. � 8
, Ci ���:: ��� s`��`?r �r� � �Phone#(.r°, `.. ) �f : L=�'>� �'�.'`:`�, ` Installation Date: .
:° �� - d � gL�a _ U� g �a � �
;, Jo6 Total$ �
` � � Deposit Collected:$ Balance Due$'
,� �
�' '. -�3 Model: � ��� .Pahe1 Design' , �' - ��a �"�°'' Wind-Code: �� ���--�'��'�a $ � �y
�` �
� �> ` � .� � -- �- -- -
Door Length: � a ' �`' " _Door Height: ;�� ' �'` " O.R.B. .❑YES p�NO($68.00) �
� / r -°°�
t Ceilin�Height: ' j� ' -� " � Ceiling Heights overl8"of Door Height$1.00finch ___________________ $
' • i., .
� 3 •
> Color: ff r� %'��'�� ���� _ 3 Radius: '�� 15" LHR(add$100.00)________________ $ �
:
.
i `� ORSfON or`�.�XTENSION Spring Pad Needed: YES NO ($20.00)_______________________________________________________________ $
`'� ,t` »,� ,
Sidebu�ic cs Needed: YES �N� ' Header Needed: YES d`N� '
�, ' ;�,--°'
�� , . �
- Combined Length;t�'�'�Sidebucks and Header: 'x$5.00/foot instalied _____________________________________________________ $
; �„.=
: ,,�� ,�-, �
Reinforce Existitig Sidebucks:($30,00) `�YES -NO Type.of.Anchors: SLEEVE WOOD LAGS________________________ $ ��'�
� " '
:. �
' , .�,` f �� # .
�> Trim: �YES �NO ($78.00 single) ($98:OQ^double) ------------------------------_--------------------
� �z� .�.
��
� ` ' � -- ... . .
' Window : ES ��. � �Type: CLEAR 1MPACT .DESIGNER------------------------------------------------------------------------- $ - - -
:-
; _--.�.. . � :.
,
J ,;;
= Inserts or Glass'Design: _ , `�i� � � ------------------------------------------------------------------- =� -..
;- .;.�.. -
;._ �
-� INSIDE SLIDE LOCK ($1.0.00) OUT$IDE KEYED LOCK ($50.00) , �fVO LOCK ________________________________ $
f. ,��oa�..�,..
# „_ ' �
�„
=� �� } � � ��° Door Sub-Total----•-------------=---------=---------=--- �
�- ��.
�
�
'-' Hardware Performance Upgrade(30 Year VHar�anty}; 10%a of Door Sub-Total ____________________________________________________________ $
,�
,_ �
k � Jr.-�-'"--°>:-��......
� Door being removetl.•..�,roSTEE,�.�^'� WOOD($25.00) FIBERGLASS SHINBUSTER ____________________________________ $
� ,,.�^��.,
i- ...—.,°' `"r;r'/,,r,5��, /s°'E�I.✓'� ,� i �,1��' _
y Existi�g Openews_YES IVO Brand:�_, _ Re-Han�YESa, NO ($50.00) $
3 New Operator Installation: YE NO' Model:� Trans. Keypad $
: /�� ^�,..
i' 4 j,'� a �}�'§ ~
✓} � . �,. Y' . �,rn. .b,,... ��Y„evr�. f d:'«renM^":�S
�;: Notes: �.., ����°��- �°��"���' �� ��� � ���'°3� ' � �''�' Door&Operator Sub-Total._______.__ $ '`�� �
,._
_, , � _.
y . _ .
e . �' f �1 � �'i e--�a.-,r� � w.,..-,�""`'^�-''.."{��--"'".� �'`�_ ..�rz''�:-._` -- -��Q - -----'—
.
. � - .�._ ��'p-' t��i �r� af +1 �°
' ���r�''+ -a :'�'�, t �'- . ... , ; �'_> . , 1 > . �u UM . -�,�!______ $
; -d W k.,«° f l' ' Irf ;�.}. S'ti5�. ,°�t�r'°t 2 ISC
_ , ---------
�, , .. : � ...�,..—,-°"'"�
f ...- ` f'",�, �{ i r� \ �y°r� _t`3 _,.�.._ ��y.,.r-
� � (
;��.�r�fi 4. �`
g�} p�r�. 1 � � e� ; ' ' .� {t:;'�.i. } \ •?"°��"
;� !�rj d{1.1 S�t l ��y,�.; -. � - z��__s� R � '�._ _� i J �°'..`,_,;..��..:,"°',..�^..s-''"'� �• r .,�9
:' � .� Permit --------------------------- �
� ., :-
�. � , �'QU�TE..��,f,.� , �0 ��0� ��d.� .. 8.�. ,
i �- t � ... � r. �. , Total ----------------------------- � ��
, qGa'r�r�,`nee�'to b"e.fre�and�clear 6':back and widih•of opening.If not there will be a$85.00 pe�-hour ch,arge to move items. d��� �
� I have read and understand the ferms and.conditionsbo �bor'ie-and'on the-reverse of this"docurrment.l authorize DGD to perform the work listed and agree tc
i pay the amounts stated-herein. If-pa�g ' cred' ��n��1re below authorizes DGD to�charge my card.pursuanY t°the card issuer agreement.
4 �f� ��,�e..:,,,s•_``/.�. � r ,- ' ' /3�
a G�-�``ro- ��' � ''��` �,����...,` . Date � �.� �� z�,v�.�
Customer Signature �°` �'-
CREDIT'CAR[�' � � EXP DATE. CV# CHECK# DRlVER'�LiCENSE#
i:
� r
° ; ,
Fi . .. .:.,.'� �,.. � .
`� .r. _ :_: .
` � t�-(�
I� �
�
�
I _
-- -- -- � --- - - - - ------------ --- --
i -
� , . . � �;:
� - ---