HomeMy WebLinkAbout16-17232 CITY OF ZEPHYRHILLS '
5335-8TH STREET ' �
(8i3)7so-oozo 232
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17232 Address: 5637 BEECH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 12-26-21-006B-00000-0050
Improv. Cost: 549.00 OWNER INFORMATION
Date Issued: 4/08/2016 Name: GIBSON DUANE E
Total Fees: 60.00 Address: 5637 BEECH ST
Amount Paid: 60.00 ZEPHYRHILLS FL 33542-4505
Date Paid: 4/08/2016 Phone:
Work Desc: REPLACE GARAGE DOOR 9 X 7
CONTRACTOR S APPLICATION FEES
DISCOUNT GARAGE DOOR , INC BUILDING FEE 60.00
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%
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILIN
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: (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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONT CT SI NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills '
BUILDING PLAN REVIEW COMMENTS �
• �--- 1 � �Gt.0
Contractor/Homeowner: ��1���'�`I.� C;��1�- � cJ��� �
Date Received: � �`� ` t �
Site: Jr�' 3 � �.��� ��
Perinit Type: .�lGc.ra.q�' G��'c7�'` I'�1G�CE'/�-�x 7
Approved w/no comrrients:L� Approved w/the belaw comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit andlor plans.
,
`f~ �-� /,�
Kalvin S `itzer— s Examiner Date Contractor and/or Homeowner
� (Required when comments are present)
�
City of Zephyrhills�Building Permit Application Page 1 http://www.flvec.com/pasco/content/UrlView?id=1535
.,v Click Here to Return to the Virtual I Need More Information? Click here � Description� Contact� �
Entrepreneur Center
813-780-0020 City of Zephyrhills Permit Application Fax-81
Building Department
Date Received _ � � S Z �,j� __ �8/�
Phone Contact for Permitting 3
_��._�_�_�.��,_�__�- ..�._�,_�.� �.
OwnePs Name �U A e- ���.s Owner Phone Number �3��Z'd �6
Owner's Address S�✓� 7 ���l� J� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS s(�3 e�/� � � n ,r'/1�1�1� / / 3�S Z-' LOT# C
SUBDIVISION 2z � �l IS a o� PARCEL ID# f Z'Z��Z��O�iQ'�ODOD-- �D.�a
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q 0 DEMOLI
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER Gq-/1�YG �-,OdBR — ut`/<fri►S..
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME � STEEL �
DESCRIPTION OF WORK q/��t Doar/�Zp(aee�c�'f�,ff�',�j,LJ/2 ` �J�( 7
LDIN SIZE S FOOTAGE HEIGHT
BUI G Q �
�BUILDING $� � Ob VALUATION OF TOTAL CONSTRUCTION
OELECTRICAL $ AMP SERVICE � PROGRESS ENERGY 0
� y �,�-pl�.�
OPLUMBING $ � t /' �� ��'.
f��
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATI� v
%7
23
� �
OGAS Q ROOFING � SPECIALTY 0 OTHER ( � (
l
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
. ._r
BUILDER " �OMPANY ..9�LS Lts� ��Dd�1' �fl�
SIGNATURE REGISTERED Y N FEE C E� Y/N
Address License# I
ELECTRICIAN COMPANY II
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
1 of 1 12/21/2015 11:48 AM
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 properly 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 WateNSewer 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 I, 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"ownet'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 permit 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 pertormed to meet standards of all laws regulating
construction, County and Ciry 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 Watenvays.
- 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"V"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 Buiiding 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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03) ^ . � �� ^ ,
(�-�� �`i
OWNER OR AGENT � (J�.� CONTRACTOR OC/�
Subscribed and swo (or affirtned)before me this Subscribed and orn to or affirmed)before me this
3-z3� •� a�-�y �'��l�O/'�k�r,/'a�1 3-23/L by �.�o-c.l�o��./��r✓o�
Who is/are personally known to me or has/have produced Who is/are personally known to me or haslhave produced
as identification. '— as identification.
Notary Public (�n,ll✓„r�/1� �/����—Notary Public
Cammission No. ��� C�ission No. �/ Z�6�Z�
�-f' y� ru a (�— Li�� f�n� �C ru �.�1� �''—
-.i�lar�aafDlai�riyrpear ""fL=�''=--" Name OTR'7F Pe 'P��iVUAt�mP��KRUMNOI.TZ
;�+�""°'�: LIPIORRNN KRUAANULTZ _:#''`''°��'����
-' °- MY COMMISSION�R F�fl16028 -� : MY COMMISSi4N tk FF918Q28
'�;?�� EXPIRE�&dpt�mber 07,Z010
''�",��yft� EXPIRE^�SepteM6�r 07.2018 ,, ,; '9 - Fwr�N�ip aw.
A4T)9�9,q�07 FIPfi4}N4tN 9MRfIRp�CBfN -----_ : . - . _. ...:__....�_-----
•r
„ STATEWIDE PRODUCT APPROVAL SUBMITTAL
1103
ApglicationlPermit#: Buildin Address� � Owner: Contractor:Discount Gara e Doors,�tl
� enin s: Slid'sn Glass IJoors,Exterior Swan Doors, Overhead �oors, Fixed Glass,Windows, Mullions, Sk fi hts
• ""Pressure ProducE Approva( f'roduct Model#or Glass Attachment Appro�al F�iration
*Qt � T Manufacturer Category Number!Seq#. IVame 5eries Type/�i�e Me�#'iod Entity � ; . te
,�
� 1 35.70 41.00 Wayne Dal�on 327012 8248.3 5000 N/A 5i , v d Lags Barr� .����
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``Onfy one entry required for MultipEe units of ihe same size and Design Pressure
"* D=Design Pressure T=Max.Test Pressure
Page 1 0€_
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da� 13 GA Rq1ER SUDE ATfACHED TO REVISIONS
{:�GLAZING OP710N5 - .090' NINIMUM 13 GA HORIZ ANGLE BRAqCET N11H 5 18-18 BOLT h NUi P1 MODIFlED NOlES TO
S58 GIAZINC IN A10LDED FRAAIES �
SCREWED TOGETHER H7TH A MINIMUM OF IN CENTER SLOT AN� 7/4-20x9/'I6' STATE THAT LOUVERS
(10) d�8x1' SCRENS INSTALLED IN TOP OR 13 GA FLAG ANGLE ' ��CK BOLT k 1/4-20 HE% NUT ARE NOTIMPnCT
INTERMEDIATE SECTION (MATH OR H7THOUT ' 7HROUGH ANY 7W0 ALIGNING HOLES RESISTANT.
DECORATIVE INSERTS)MEE75 UNIFORM � 13 GA COMNERqAL'A�FRAME GRT 6/29/07
STAlIC WIND PRESSURES SHOMN ON h11S 16 CA MIN HORR � TOP BRACNET ATTACHED WITH � 20 GA CQJTER S11LE fr DOOR pZ ADDED MAX GIAZING
DRAWING. CLA2ING SHALL HAVE A �qp� I
MA%IMUM HOGHT OF 10.69'AND A I4)7/4-14x7/8'SELF DIMENSION TO NOTES
DRILIINC CRIMPi1TE SCREN5 SHEET 1. ADDED TRACK
MAXIMUM LENGTH OF 16.94�. GLAZING IS 5/16x1-5/8' ,\ TO FLAC CONNECTION
NOT IMPACT RESISTANT AND DOES N0T LAG SCREW(MIN 4 NOTE.
MEET THE REWIREMENTS FOR AS���� GRT 11/10/07
WIND-BORNE DEBRIS RECIONS. • • .•.
(4)1/4-20x9/16'LARGE ADD(2)1/4-14x7/8' . •
• P3 MODIFlED LOUVER
2 NNYL OR WOOD DOOR STOP NAILED A fiEAD iRACK BOLTS OR SELF DPoLUNG CRINPTITE SCREWS •m' OPTION. ADDE�TEXAS
"MAXIMUAI OF 6'O.C.MUST O�ERLAP TOP 1/4-20 STUDS WI7H = (INSIDE OF EACH END HINGE l6 GA END STLE `
AND BO7H ENDS OF PANELS MINIMUM 1/4-20 HE%NU75 0 'm i1TLE BLOCK.BER TD
7/16'TO MEET NECAl1VE PRESSURES. p • GRT 9/19/OB
15 GA NIN VERT 2�NriON STORMGARD ROLLER m
3. KEY LOCX, SLIDE LOCK, OR OPERATOR 7Jtpq( �TM <-�I2�S , P4 UPDATED 111LE BLOCK
REOUIRED. • . GRT 4/16/12
1/4-20x9/16' iRAq(
4. LOUVER OPTION- .040'MINIMUM BOLT ANO 7/4-20 HIX ' '
LOUVERS IN A10LDED FRAMES SCREWED NUT AT EAGI JB-US � �
TOGETHER N1TH A NINIMUN OF(10)�8x1' JANB BRACKET LOCATION � .
SCREWS INSTALLED IN 7HE BOTTOM •
SEC710N. LOUVEF2S ARE NOT IMPACT �4 G�WIDE BODY END 'm'
RESISTANT AND DO NOT MEET THE 5/16z1-5/8'LAG ; HINGE ATTACHED N77H
REOUIREMENTS FOR WIND-BORNE DEBRIS SCREW AT EACH (+�1/4-14x5/8"SEIF m
RECtONS JAMB BRACKEf 0 TAPPING SCREWS •m
5.SECTION STEEL TO FiAVE A NINIAIUAI
26 GA THICKNE55. ,
6. THE DESIGN OF lHE SUPPOR7ING I � Q
STRUCIURAL ELENENTS SHALL BE iHE '
RESPONSIBILITY OF 7HE PROFES50NAL 75 GA S7IFFENm . 1g GA NARROW BODY b I
OF RECORD FOF2 THE BUILDINC OR JAMB BRACI�75 IN7ERMEDIATE HINGE 'm�
STRUCTURE AND IN ACCORDANCE N7TH SEE SCHELDULE FOR ATTACHED YATH (4) '
CURRENT BUILDINC CODES FIX2 1FiE QUANITY,LOCATION.
LOADS LIS7ED ON THIS DRAN1NG. AND TYPE 1/4-74x5/8'SELF m
p TAPPING SCREWS 'm
7.DOOR JAMB TO BE MININUM 2z4 KEY LOCK OR SUDE LOqC
STRUCNRAL GRADE LUMBER. REFER TO ONE END(NOT RE�I11Rm
JAA1B CONNECTION SUPPLENENT FOR N77H OPERATOR -SEE 14 GA.807TOM BRACKET '
ATTACHNENT TO SUPPOR'TING STRUCTURE. NOTE 3). SLJDE LOqC ATTACHED 1NlH(2)
&FOR LOW HEAD ROOM LIFT �OWN FOR dJ1R1TY 1/4-74x7/8"SELF DRIWNG
CONDI710NS TOP BRACKET SHALL BE A CRIMPTIiE SCREH5 AND(1) • •
13 GA WR 7/4 TOP BRACKET WITH A 1/4-14x5/B'SELF DPoWNC \ �m
MININUN Of(3)1/4-14x7/8'SELF TAMPER RESISTANT SCREW 1 'm�
DRILLING CRIMPTIiE SCREWS IN L1EU OF NOTE: (4)SECTON SOLID ' �
hiE BRACKET SM014N ON 7HI5 DRAMANG. ���OWN. SEE SHEET 2 , 0
U-BAR ON TOP SECiION SHALL BE FOR U-BAR LOCATIONS ON � m
INSTALLED ON TOP OF LHR TOP pppqS N1TH OlHER SECTION
BRACKETS. qUNJTTIES AND SEE N07E 1
7HIS SHEET FOR GIAZING
OPTIONS.
JAMB BRACKET SCHmULE
SUPERIMPOSED DESIGN PRESSURE DOOR N0.OF N0. OF JAMB LOCATION OF CENTERLJNE OF JAMB
LOADS ON SUPPOR7ING STRUC7URE r+�cHT sEcnor�s BRACKETS BRApCETS MEASURED FROM BOTfOM
(EACH JAAIB) OF TRACK (ALL DINENSIONS t Y)
DOOR DOOR 6-6' 4 7 2 JB-US, 10 JB-US, 27-3 4 JB-US,29-3 4 .IB-US,J9 JB-US,4B �6-US,57-1 4 JB-US
WIDTH HEIGHT UNIFORM IOAD EACH JAMB(PLF� ��_0' 4 7 2 JB-US, 70 JB-US, 21-3 4 JB-US,29-3 4 JB-US, 42 JB-US,52-1 2 JB-US, 6J-1 4 JB-US
8'-0' ALL +142B/-164.0 -6' S 8 2 JB-US, 10 JB-US 18-3 4 JB-US, 26-3 4 JB-US 36 JB-US 45 ,B-US 54-1 4 JB-US,74-1 2 .18-US
B-0" 5 8 2 JB-U5, 10 JB-US 21-3 4 JB-US 29-3 4 JB-US 39 JB-US 48 .B-US 57-1 Z JB-US,75-i JB-US
g'_p' qLL +1fi0.7�-184.5 B-0 SEE NOTE BELOW
NOTE:
(J8-US)FDLLOWING DIMENSION DENOTES SLOTTEO JAMB BRACKET ATTA[51ED TO 7RACK N7TH 7/4-20z9/16" TRACX BOLT AND NUT AS SHOWN ABDVE.
ALL DOORS CREA'IER 7HAN 8'IN HFJGHT REpU1RE USE OF CONTINUWS WALL ANGLE. SEE SZIPPIFMENT TRACK CHAR7 FOR DETAILS.
STATIC PRESSURE RA7INGS APPROVED SIZES SCALE: N.T.S. SIZE. A
Wayne� DESIGN (PSF): +35.70/-41.00 MAX WIDiH: 9'-0" DATE NAME
TEST(PSF): +53.55/-61.50 �AAX HEIGHT: 14'-0" DRAWN 5/16/06 GRT
NARK A.SAN1LNI,PE palton �MPACT/CYCLIC RAiED (YES/NO): NO MAX SECTION HEIGHT:21" CHECKED 7/22/07 MRB
2501 5.STA7E HWy 7p1,5U�7E?pp SHEET � OF 2
iew�swu�.nc,sos� MODELS 5000/8100
FL PE 72871 DIViSION OF OVERHEAD DOOR COR DRAWING PART N0. REV.
Tl(PE t06297 3395 ADDISON DRIVE
PROFESSIONAL ENGINEER'S SEAL PROVIOEO ONIY FIXt PENSACOLA, FLORIDA J2574 WINDLOAD SPECIFICATION OPTION CODE 1103 327012 P4
VERIFICA¶ON OF W1Npl0AD LON57RUCTION OETA�LS. B50 474-9890
t
REVISIONS
�"" P1 MODIFlED NOTES TO
STATE THAT LOUVERS
ARE NDTIMPACT
RESISTANT.
�� GRT 6/29/07
(8)SEC110N DDORS WI1H P2 ADDED M1AX CLA2ING
DIMENSION TO NOTES
(8�3'20 GA BO K51 U—BARS SHEET 1.ADDED TRACK
LOCATED AS SHOWN TO FLAC CONNECTION
NOTE.
, GRT 11/10/07
i
P3 MODIFlED LOUVER
'O' 'O' 'O' (7)SECTION DOORS NA7H OPTIDN. ADDED lEXAS
: (7)3"20 GA 80 KSI U—BARS� 7u17LE BLOCK.BER TO
0 0 o c LOCAIED AS SHONN
•o. •o. •o• , GRT 9/19/OB
i +
P4 UPDATED 11iLE BLOCK
0 •o• GRT 4/76/12
'Y
(6)SECTION DOORS WITH
(6) 3' 20 GA 80 K9 U—BARS�
LOCATED AS SHONN
(5)SECTION DOORS H7TH
(5)3' 20 GA 80 KSI U—BARS
LOCATED AS SHOWN
(4)SECTION DOORS WI1H
(4)3'20 GA BO KSI U—BARS�
LOCAiED AS SHOWN
l, �
ATTACH U—BARS WITH
(2)7/4-14:7/8'SELF
DRILL�NG CRIMPTI7E SCRENS
AT ALL 571LE LOCATIDNS,TYP
STATIC PRESSURE RATINGS APPROVEO S12ES SCALE. N.T.S. SIZE. A
Wayne� DESIGN (PSF): +35.70/-41.00 MAX WIDTH: 9'-0" DATE NAME
TEST (PSF): +53.55/-61.50 MAX HEIGHT. 14'-0" DRAWN 5/16/O6 GRT
MARK A.SAVACKI,PE palton �MPACT/CYCLIC RAlED (YES/NO): ND MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB
2501 S.STAIE HWY 7Y7,SUITE Y00 MODELS 8000/8100 SHEET 2 oF 2
LEVASVLLE 7%75067
R PE 72673 DINSION OF OVERHEAD DDOR COR DRAWING PART N0. REV.
T%PE�0629� 3795 ADDISON DRIVE
PROFESSIONAL FNpNEER'S SEAL PROVIOED ONLY FOR PENSACOLA,FLORIDA J2514 WINDLOAD SPECIFICATION OPTION CODE ��O3 3Z7O�Z P4
VERIFlCA710N pF W�NDLOAD LONSTRUCTION DETAILS. 8S0 474-9890
i
��
' SCHEDUI.�3 `
3/e"1"d A30'7 HEADED OR NOOKEA/�NCHOR BOL'fS lN NORMLLL WEIGHT CO1�lCRETE ' r- .
MAXIMUM SPACING OF ANCHOR BOLTS PE3 00 pS�(IN) e
2000 PSI 2500 PSI GONCR�T�
l.OAD PERoTE3 . CONGRET� '
JAMB LB/FT CONCaE7E 24 24
ioo 24 24 24
i20 24 ' 2¢ � 24
i40 24 24 24
160 24 24
24
1 BD 24 24 24 .. •
200 2¢ 24 24
220 24 24 24
240 24 24 24
260 24 24 24
280 2¢ . 24 24
300 2¢ �4
320 24 24 24
340 ' 24 24
360 23 24
22 24
380 24 24
a�oo 20 24
420 19 24
19 23 24
440 22 24 .
460 18 '
17 21 � 23 ';
480 20 22
500 is � . 21
520 16 20
i5 19 20
540 18 i9
560 i4 19
580 i4 i8
13 1� 18
600 16 j$
620 13 j�
640 13 16
i2 15 'i8
660 1� y6
680 12 • • 15
700 ii 14
.ii 14 i5
, 720 14 j5
740 ij i4
760 �� 13
13 14
780 i� �3
800 10 13 -
1.BASED ON 3l8"Q!A307 HEADED OR HOOKED(1.6'9"M(N��U��pGE D�HSTANCEOOF OLTS WITH•A 1"O.D. WASHER
WITH A MINIMUM EMBEDMENT DEP7H OF 3 AND A M
2.PROVIDE QUAN�N�M�M OF THREE(3)ANCHOR SOL7S PER JAMBAIAN'C�OR BOL7S AT 70P AND�BOTTOM
TABLE WI7H A M
OF JAMB SHALL BE PLACED A MAXIMUM OF�"�ROM THE END OF THE JA B. Df Vf DED BY 2.
3.LOAD PER JAMB CALCULATED BY 7AKING DESIGN LOAD(P5�TIMES DOOR WIDTN(FT)
EXAMPLE: DESIGN LOAD�3ops!
DOOR WII7TH=16it .
LOAD PER JAMB�30psf x 16ft/2=2401b/(t
4,GHART IS BASED ON 6'-6"MINIMUM AND 24'-Q"MAXIMUM DOOR HEIGHT.
5.DOOR JAMB 70 BE 2x6 N0,2 GRADE SPF LUiviBB�7HE SOLE R SPONS B1L(�TY OF TH6 BUILDING DE IGNER ��
6,DESIGN OF THE SUPPOR7 STRUGTURE SHALL
AND SHALL BE DESIGNED FOR THE JAMB L�DS-2005 AND ACIo3i8 05,APPEND X DU�T�p PEft NOTE 3.
7,CALCULATIONS CONFORM TO ANSI/AF&PA N
' a roved �
Mark R.Barrow, PE '
Florida L•icense No.57389
IWayne Dallon Corp, Revlslon PB
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