HomeMy WebLinkAbout18-19669 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19669
BUILDING PERMIT
PERMIT INFORMATION:: LOCATION INFORMATION
Permit Number: 19669 Address: 5221 8TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: CHURCH Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-16700-0110
Improv. Cost: 1,498.00 OWNER INFORMATION
Date Issued: 5/10/2018 Name: C & R HOLDINGS OF ZEPHYRHILLS
Total Fees: 75.00 Address: 5221 8TH ST/38501 4TH AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 5/10/2018 Phone: (813)545-0485
Work Desc: REPLACE GARAGE DOOR 9 X 7
CONTRACTORS APPLICATION FEES
DISCOUNT GARAGE DOOR , INC BUILDING FEE 75.00
Ins ections Required'
FOOTER 2ND ROUGH PLUMB MISC INSULATION 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: (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 property 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 BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
C N RACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 2k/ Phone Contact for Permittingg 35 g 7 -- Z9'S�v
1 1 1 1 1 1 1 1 1 1 1 i 1 C
Owner's Name S1 O �1. �t/ l S Owner Phone Number 3—7
Owner's Address 5 S'� % Owner Phone Number
Fee Simple Titleholder Name A-)Aq Owner Phone Number
Fee Simple Titleholder Address N A
JOB ADDRESS ,7 ZZ� � .•, L< h r'11llc 33SyZ LOT#
SUBDIVISION c Z l {tl IS PARCEL ID# 17;ZJ.•Z 1•DOl o•11o7bo- B Il b
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED a NEW CONSTR e ADD/ALT �� SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK Q v r R 2 8•
BUILDING SIZE F SQ FOOTAGE HEIGHT
BUILDING $ /w/� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ /`7 7 AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER �� �'°' PANY
SIGNATURE REGISTERED Y/ N I. FEE CUkkEN I Y/N
t635 - FIB Sol..Address
�� (a License# L'Q:r_,►2 '7Q I
ELECTRICIAN l COMPANY
SIGNATURE 1 v P, REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER �/ COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL r COMPANY
SIGNATURE / REGISTERED Y/ N FEE CURREN
Address License#
OTHER ^1/ COMPANY
SIGNATURE r " REGISTERED Y/ N FEE CURREN
Address License#
11111111111111111111111'11111111111111111111111111111111111111111111
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,
__VSanita_ry_Facilities_&1 dumpster;_Site Work-Permit for_subd_utisions(large proiects__
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 w/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$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 publ'ic,roadways..needs ROW:-..-'
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
NOTICE OF DEED RESTRICTIONS: The undersignedwdidef fttihat 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 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 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"owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in thisapplication 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 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] must take to be incompliance. 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. Sriprepared 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 la 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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N4@qCE OF MME CEMENT.
FLORIDA JURAT(F.S. 117.03)
--- --OWNER OR AGENT CONTRACTOR
Subscribed and savor o(or affirmed)before met is Subscribed a sworn or affirmbefore me this
Who isJare personally kn wn to me or has/have produced Who is/ar rsonally known to me or has/have produced
as identification. as identification.
11 Jy,
I Notary Public Notary Public
Commission No. Commission No. �! 7/ "P
•
Na o o ty ®?�tiRta"tataroi{ drida Name of Notary P,� d 9 a of Florida
Lmda Ann Krum, oltz rumholtz
�< 1< My Commission FF 918028
a Ex Commission FF 918028 ?�atl� Expires 09/07/2019
?�poi Expires 09/07/2019
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: (0 UAL
aa2S
Date Received:
Site: ✓��
Permit Type:
Approved Who comments- Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin S '—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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STATEWIDE PRODUCT APPROVAL SUBMITTAL 1103
Revision Date:5/24/04
A lication/Permilt 4: Building Address, Owner:- Contractor:
0 enin S. Slidin Glass Doors,Exteflor SvAng Doors,Overhead Doors,Fixed Glass, Mullions, S
*Pressure L( Product Approval Product Mode14 or Glass Attachment Awav—a) Expiration
Manufacturer Category Number/Secl#. Name Series Type/Size
D T Mani Method Entltv Date
U.
CK.
t U,
fj) LU
Only one entry required for Multiple units of the same size and Design Pressure
D=Design Pressure T=Max.Test Pressure
Page 1 of
13 GA ROLLER SLIDE ATTACHED TO REVISIONS
ZING OPTIONS-.090'WNIMUM 13 CA HORIZ ANGLE BRACKET WITH 5/16-18 SOLT&NUT P1 MODIFIED NOTES TO
SSB GLAZING IN MOLDED FRAMES IN CENTER SLOT AND 1/4-20x9/16' STATE THAT LOUVERS
SCREWED TOGETHER WITH A MINIMUM OF TRACK BOLT&1/4-20 HEX NUT ARE NOT IMPACT
(10)J8x1-SCREWS INSTALLED IN TOP OR 13 CA FLAG ANGLE THROUGH ANY TWO ALIGNING HOLES RESISTANT.
INTERMEDIATE SECTION (WITH OR WITHOUT CRT 6/29/07
DECORATIVE INSERTS}MEETS UNIFORM I 13 GA COMMERCIAL'A•FRAME
STATIC WHO PRESSURES SHOWN ON THIS 16 GA MIN HORIZ J TOP BRACKET ATTACHED WITH 20 GA CENTER STILE-- FG DOOR I P2 ADDED MAX GLAZING
DRAWING.GLAZING SHALL HAVE A TRACK (4) 1/4-14x7/8"SELF DIMENSION TO NOTES
MAXIMUM HEIGHT OF 10.69'AND A DRILLING CRIMPTITE SCREWS —\ SHEET 1.ADDED TRACK
TO ILMAXIMUM LENGTH OF 16.94'.GLAZING IS 5/16x1-5/8' - NOTE.
AG CONNECTION
NOT IMPACT RESISTANT AND DOES NOT LAG SCREW(MIN 4 ��..��-� .
MEET THE REQUIREMENTS FOR AS SHOWN) CRT 11/t0/07
WIND-BORNE DEBRIS REGIONS. {4}1J4-20x4fi6`LARGE ADD(2)1/4-14x7/8' ^�-'�
SELF DRILLING CRIMPTITE SCREWS 1 P3 MODIFIED LOUVER
2.VINYL OR WOOD DOOR STOP NAILED A HEAD TRACK BOLTS OR {INSIDE OF EACH ENO HINGE t6 CA END STILE \ -m OPTION-ADDED TEXAS
MAXIMUM OF 6'O.C•MUST OVERLAP TOP 1/4-20 STUDS MT1t LICENSE BLOCK.
TO
AND BOTH ENDS OF PANELS MINIMUM 1/4-20 HEX NUTS a '° TITTLE BLOCK-
7/16'TO MEET NEGATIVE PRESSURES. Z-NYLON S70RMGAM ROLLER ' 'm GRT 9/i9/OB
15 CA MIN VERT WITH 4-1/Y STE
3,KEY LOCK.SLIDE LOCK,OR OPERATOR TRACK P4 UPDATED TITLE BLOCK
REWIRED. - GRT 4/16/12
1/4-20x9/16"TRACK
4.LOUVER OPTION-.040'MINIMUM BOLT AND 1/4-20 HEX
LOUVERS IN MOLDED FRAMES SCREWED NUT AT EACH JB-US I �"
TOGETHER WITH A MINIMUM OF(10)-08x1' JAMB BRACKET LOCATION f1 —•
SCREWS INSTALLED IN THE BOTTOM _
t4 CA WIDE BODY END � TD
SECTION.LOUVERS ARE NOT IMPACT HINGE ATTACHED WITH
RESISTANT AND DO NOT MEET THE Sf16x1-5/8"LAG ( {4}1/4-14x5f8"SELF a
REQUIREMENTS FOR WIND-BORNE DEBRIS SCREW AT EACH TAPPING SCRE '
REGIONS. JAMB BRACKET 4 °
5. SECTION STEEL TO HAVE A MINIMUM
26 CA THICKNESS
6. THE DESIGN OF THE SUPPORTING
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL 15 GA STIFFENED 18 GA NARROW BODY
OF RECORD FOR THE BUILDING OR JAMB BRACKETS INTERMEDIATE HINGE To
STRUCTURE AND IN ACCORDANCE MIN SEE SCHELDULE FOR ATTACHED M7H(a)
CURRENT BUILDING CODES FOR THE OUANITY,LOCATION, t 4 t4x5 SELF
LOADS LISTED ON THIS DRAWING. AND TYPE /- /8 °
TAPPING SCREWS 'm
7•DOOR JAMB TO BE MINIMUM 2.4 KEY LOCK OR SLIDE LOCK •�""���
STRUCTURAL GRADE LUMBER REFER TO ONE ENO(NOT REWIRED -�
JAMB CONNECTION SUPPLEMENT FOR WITH OPERATOR- SEE 14 CA BOTTOM BRACKET
ATTACHMENT TO SUPPORTING STRUCTURE. NOTE 3). SLIDE LOCK ATTACHED WITH(2)
SHOWN FOR CLARITY 1/4-14x7/8'SELF DRILLING
B.FOR LOW HEAD ROOM LIFT CRIMPTITE SCREWS AND(1) -
CONDITIONS TOP BRACKET SHALL BE A 1/4-14x5/B'SELF DRILLING I
13 CA LHR 7/4 TOP BRACKET WITH A TAMPER RESISTANT SCREW---^---- 1 TO
MINIMUM OF(3)1/4-14x7/8-SELF `_ s
DRILLING CRIMPTITE SCREWS IN UEU OF NOTE, (4)SECTION SOLID °
THE BRACKET SHOWN ON THIS DRAWING DOOR SHOWN SEE SHEET 2 ` m
U-BAR ON TOP SECTION SHALL BE FOR U-BAR LOCATIONS ON
INSTALLED ON TOP OF LHR TOP DOORS MIN OTHER BECKON
BRACKETS, CUANT17TES AND SEE NOTE 1
THIS SHEET FOR GLAZING
OPTIONS
SCHEDULEJAM6 BRACKET - -
_ -SUPERIMPOSED DESIGN PRESSURE' NO.OF JAMB LOCATION OF CENTERLINE,OF JAMB," ,
DOOR NO-OF ,BRACKETS - - BRACKETS MEASURED FROM BOTTOM ,
LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(EACH JAMB) OF TRACK-(ALL DIMENSIONS t 2-)
DOOR tl00R UNIFORM LOAD EACH JAMB{PI-F) 6-6' 4 7 2 JB-US, 10 J8-US,21-3 4 JB-US,29-3 4 JB-US.39 JB-US, 48 JB-US,57-1 4 JB-US
WIDTH HEIOtT 7'^0' 4 1 Y J8-US•i0 JB-US,2t-3 4' JB-US,29-5 4 ,M-US),42 JB-US,52-t JB-US.63-I 4 JB-US
8'-O ALL +142.8f-164.0 -6'. 5 B Z JB-US• 10 JB-US,18-J 4 .1B-US,26-3 4� JB-US.36 J8-US,45 JB-US,54-1 4 Jo-US,74-1 J0-US '
B-0 5 8 2 JB-US.t0 JB-US,21-3 4 JB-US,29-3 4.JB-US 39 JB-US,48 JB-US, 7-t 2 JB-US,7 t JB-US
9•-0' All +t60,7/-184.5 8-q sE NOTE a tOw
NOTE-
(JB-US)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16-TRACK BOLT AND NUT AS SHOWN ABOVE.
ALL DOORS GREATER THAN 8•IN HEIC141 REWIRE USE OF CONTINUOUS WALL ANCLC SEE SUPPLEMENT TRACK CHART FOR DETAILS.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A
� ld�l� DESIGN (PSF): +35.7D/-41,00 MAX WIDTH: 9'-0" DATE NAME
{i�livr TEST (PSF}: +SS.55/-6f.50 MAX HEIGHT: 14'-0- DRAWN 5/16/06 GIRT
®��ton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT:27"CHECKED 1/2Z/07 MRB
aSTA a S 121.PE ■■
xw+SiE�+SMLLE.TX 75067 xDo MODELS 8000/8100 SHEET 1 OF 2
FL PE 77813 DIVISION OF OVERHEAD DOOR COR
tx PE 1D5291 3395 ADDISON DRIVE DRAWING PART N0. REV.
PRDFESSKu+AI ENO ONLY nEERS SEAL PRWDED FOR PENSACOLA.FLORIDA 32314 WINDLOAD SPECIFICATION OPTION CODE 1103 327012 P4
VERTICA M OF WNDLOAD CONSIRUCnd DETARS. 050 474-9890
REVISIONS
P1 MODIFIED NOTES TO
STATE THAT LOUVERS
ARE NOT IMPACT
_ RESISTANT-
LOC17Kli6 GRT 6/29/07
(8)SECTION DOORS NTHP2 ADDED MAX GLAZING c
DLYENSICNI TO
NOTES
Cog&SUfld it7ERx[ALf1l NOW t= (8)3"20 GA 80 KSI U-BARS SHEET1.ADDED TRACK
LOCATED AS SHOWN TO FLAG CONNECTION
NOTE.
GRT 11/10/07
P3 MODIFIED LOUVER
O .O. (7)SECTION DOORS NTH OPTION.ADDED TEXAS
' (7)3"20 CA 80 KSI U-BARS LICENSE NUMBER i0
a o 0 LOCATED AS SHOWN TITLE BLOCK.
•o •o GRT 9/19/08
i
P4 UPDATED TITLE BLOCK
t t CRT 4/16/12
'Y
(6)SECTION DOORS WITH
(6)r ZO CA BO KSI U-BARS
LOCATED AS SHOWN
(5)SECTION DOORS WITH
(5)3.20 GA 80 KS1 U-BARS
LOCATED AS SHOWN
(4)SECTION DOORS WITH
(4)3'20 GA 80 KSI U-BARS
LOCATED AS SHOWN
ATTACH U-OARS WITH
(2)1/4-14x7/8'SELF
DRILLING CRIMPTITE SCREWS
AT ALL STILE LOCATIONS,TYP.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A
� lhRl� DESIGN (PSF): +35.70/-41.00 MAX WIDTH: 9,-0" DATE NAME
�gr'iDA��■■ii� TEST (PSF): +53.55/-61.50 MAX HEIGHT: 14'-0" DRAWN 5/16/06 GRT
NARK a SAIOCKL PE � on IMPACT/CYCLIC RATED (YES A—%- NO MAX SECTION HE"CHT:21"CHECKED t/22j07 MRB
2
5
01 s STATE N 121.SUITE 700
lE.SMLLE.1X 75057 SHEET 2 OF z
TL PE 77613 MODELS 8000/8100
Tx PE 106791 DIVISION OF OVERHEAD ODOR CORF DRAWING PART NO. REV.
VE
PROFESSIONAL EROREER•g SEAL CONSTRUCTION
ONLY FOR
PENSACOLA.FL.ORIDA 332514 WINDLOAD SPECIFICATION OPTION_CODE 1103
VERiFiCAnpN Or MIROLOAD EONSTRUCRON DETAILS, 850 474-9890 1 P4
318'10 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOLTS PER JAMS(IN)
LOAD PER 2000 PSI 2500 PSI 3000 PSI
JAMB(LBIFT)'O" CONCRETE CONCRETE CONCRETE
100 24 24 24
120 24 24 24
140 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24
220 24 24 24
240' 24 24 24
260 24 24 24
280 24, 24 24
300 24 24 24
320 24 24 24
340 24 24 24
360 23 24 24
380 22 24 24
400 20 24 24
420 19 24 24
440 19 23 24
460 18 22 24
480 17 21 23
500 id 20 ., 22
520 16 20 21
540 15 19 20
560 14 18 19
580 14 is 19
600 13 17 18
620 13 16 18
640 13 16 17
660 12 Is 16
680 12 15 16
700 11 14 15.
720 11 14 15
740 11 14 15
760 11 13 14
780 10 13 14
800 10 13 13
1.BASED ON 3/8'0 A307 HEADED OR HOOKED(1.69-MIN.HOOK LENGTH)ANCHOR BOLTS WITH A V'O.D.WASHER
WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3".
2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN'IN
TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMS.
3.LOAD PER JAMB CALCULATED BYTAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2.
EXAMPLE: DESIGN,LOAD>30psf
DOOR-WIDTH=16ft
LOAD-.PER JAMB,-30psf x 16ft/2=240lb/ft
4.CHART IS BASED ON 6-6"MINIMUMAND 24'-0"MAXIMUM DOOR HEIGHT,
5.DOOR JAMS TO BE 2x6 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7.CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005 AND ACI 318-05,APPENDIX D.
Approved
Mark R.Barrow,PE
Florida License No,57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola,FL 32514 Revision P8