HomeMy WebLinkAbout15-16859 CITY OF ZEPHYRHILLS
� 5335-8TH STREET
' (813)780-0020 16 9
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16859 Address: 38708 CAMDEN AVE
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: ZEPHYRHILLS COLONY
Est. Value: Parcel Number: 35-25-21-0010-07800-0021
Improv. Cost: 749.00 OWNER INFORMATION
Date Issued: 1/04/2016 Name: DAVIS DEBBIE E
Total Fees: 60.00 Address: 7349 16TH ST
Amount Paid: 60.00 ZEPHYRHILLS FL 33540-1024
Date Paid: 1/04/2016 Phone: 813-469-0022
Work Desc: GARAGE DOOR REPLACEMENT 16'X7'
- �CONTRACTOR S � APPLICATION FEES
DISCOUNT GARAGE DOOR , INC BUILDING FEE 60.00
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"� Ins ections Re uired
FO ER 2ND ROUGH PL MB MISC ULATION CEILI
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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
I �-��o
CONTRA TOR GN U 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
Contractor/Homeowner: ��gCOVNT GaaAG� �JoO(ZS � TNC
Date Received: � -� ;.$ — ! S�
Site: 3870$ CA�p�N AVE,
PermitType: vA0.A6c EJOaR �cP��ctn�trvr
tb' X ?
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet sh 11 be kept with the permit and/or plans.
�-_3�'��,
Kalvin � r—. ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
City of Zephyrhills�Building Permit Apptication Page 1 http:l/www.�lvec.comtpascotcontenttUr[vtew'�za=1�j�
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~ Click Here to Return to the Virtual
� Entrepreneur Center �Need More Infarmation? Click here � Description � Contact� �
a�s-7so-aoza City af Zephyrhills Permit Application FaX-$1
Building Department
Date Received �Z. � x,� �^" 1� Phone Contact for Permitting �>� � 7� -- % /d�
.�..�._i.�...�_�.,.E_.� . � ..r.�-r_r..r m�
� Owner's Name X 2.k�� 4- ��V o� Owner Phone Number � f'!!'�'��"''��"
Owner's Address � ���,G i ..S Owner Phone Nvmber � T_
; Fee Simple Titlehotder Name Owner Phone Namber C� _
Fee Simple Titishotdec Address
.i08 ADDRESS
t�.�� C,, ll,f� .� � t�t�t�S . „� � t/ �flT# C
SUBDlVISION � � PARCEL lD# �J'"ZJ '02�'ODIV�!/�d�4✓ � �D/Z'�
(OBTAtNED FROM PROPERTY TAX NOTtCE}
WORK PROPOSED e NEW CONSTR 8 ADDlALT � SIGN � 0 DEMOLI
INSTALL REPAIR
PROPOSED USE [� SFR Q COMM � QTHER (7�#r,�..,�.-bo�10-,�c.�s�aczl�F,ery'f'"�-,5$i�t`�
TYPE O�CONSTRUCTION 0 SLOCK 0 FRAME � STEEL 0 �~! S���
DESCRIP7ION QF WOE2K � � (�Qf� � �Gt ' �.I� � � ! 'St�t � - M �
SUILDIRiG S]ZE SQ FOOTAGE�__T� HEtGHT
�BUILDING ��� VALUATION OF TOTA�CONSTRUCTION
OELECTRIGAL �i ---�-�� AMP SERV{CE � PROGRESS ENERGY [�
�f'LUMBl�+tG ri �
L
�MECHANIGAL �i �----l� VALUATION OF MECHANICAL WSTALLATION
OGAS 0 ROOFING � SPECIALTY � OTHER �
FINISHED FLOQR ELEVATIONS �� FLOOD ZONE AREA �YES NO
BUILDER �,�� .�,� z CQMPANY �LS.�'4Gt�L 1 t�s�_f_'_'{1�G��dt?� '�-
SIGNATURE Lar("J'�` GLJ"�'r' REGISTERED I N FEEy ClIttRE��Y/N � 1 -
, Address ,,�..sj� � ��• License# ���f���
ELECTRIC[AN G���'��Y
SIGNATURE REGIS7ERED Y/ N FEE CURRE� Y/N�—
Address License# �
PL.UMBER C4NIPANY
SIGNATURE REGIS7ERED Y/ N F6E CURRE� Y/N�
Address Licenss# ��, —
1 af 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
Caunty.
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 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 performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not Iimited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WateNWastewater 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"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 Building Official for a period not to exceed ninety(90)days and wili 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)
OWNERORAGENT � � CONTRACTOR ��—
Subscribed and swo (or affirtned)before me this Subscribed an orn to(or affirmed)before me this
J.2��'�by S/�+txOlc,�ex,'d/� - - v +�"�r�f��?i c�K P�.P an
Who is/are personalty known to me or has/have produced Who is/are personally known to me gr has/have produced
� as identification. as identification.
O�f�i - i i ,Gls�..y� Notery Public ���.i �� Notary Public
Commission No. !"�7/� ��� Commission No.�r 7� Q �� I
.f�'���}"!� �P Lt�. a l�2 �r`ac�. �nh KPu.�h.G!r�(��
Name of Notary typed,printed or stamped
: �; LINDAANN KRUMMOI.TZ ,��;::,�
;� LINOAANN KRUMi10LTZ
, ''. •"c MY CQMMISSION t1 FF818028 ='; � !AY COMMISSION fi FF918028
'• .��.' EXPiRES SOptemper07,2019 . EXPIRES September07.201�
t�07)3ol�0!S.7 � "•• ,�•
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'�`'�'""f'" STAT�V1tti�E PF2t3DUC PPROVAL SL1811�3TTAL,
1123
App#icationlPerrnit#: Buiidin Address: 3��0� �e��j�r'�h /�V�e'_�, Owner: Cnntractor: Discount Garage Doo
Openin s: Slidin GEass Daors,Exferior Swin Doors,�vechead Doors,Fixed Gfass,Windows, Mullions,Sk li hts
**Pressure Produc# Approval Product Madef#ar Giass Aftachmenf Appraval Expiration
*Qt D T Manufacturer Category �umber/Se #. Name Series Type/Size Methad �ntity �ate
1 �0.0 33.5 W�yne Dalton 32701.�' 8248.7 5�00 N/A Double Wond la�s Barrow N/A
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'; anly one entry required for Muitipie unifs af the same size and Design Pressure
"" D= Design Pressure T= Max. Test Pressure
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NQTES
7. INPACT RESISTANT GLAZING OPTON— INPACT 73 CA HOPoZ pNGIE rt��R _VISIONS
RESISTANT ClA21NG SYSIEM NAY BE INSTALLED IN 20 CA CENTER STLE �
TOP OR INTERMEDIATE SECiION (WIlFi OR 1NlH0UT A Pf MODIFlED NOTES TO
DECORA7IVE INSERTS). CLAZWG SHALL BE 1/4' 73 GA FLAC ANGIE • �fi GA END STILE STA7E THAT LOUVERS
' POLYCARBONA7E MAXIAtUN GLAZING DIMEN90NS ' EET ARE NOT IUPqCT
SF1ALL BE 77'x 77'WTOU7,FA57ENED VA1H �B X RESISTANT.
1'" SNS: 3X ALONG 1HE HORRONTHL AND 27f ALONG 76 CA MIN HORIZ CRT 6/29/07
TT-IE VERTICAL SEE DETAIL E ON SHEET 2 FOR 7RACK � .
ASSEMBLY DEfNLS. •m' ' P2 MODIFlED JAMB
BRACKET SCHEOULE
5�16x1-5/8' � ALLOWING REPLACEMEN7
2_ NON—IMPACT ROSTANT GIAZING DPT10N— 090' LqG SCREW A11N 3 ' m '
AAINIMUAA SSB GLAZING W AIOLDED FRMIES SCREWED � m . m OF 01 WITH JB—U5.
TOGE71iER WI7H A L1ININUN OF(10) R8x7'SCREYlS �SH��� m AODED R.�PqCT
INSTALLED IN TOP OR INTERA7EDIA7E SEC110N H1lH (4 1/4-20x9 16'LqRGE ESISTANCE TO DOOR.
� � � ADDED AIA% G�AZINC
OR WIh10UT DECORATVE MSERTS) A1EE75 UNIFORAI EAD'fRAp( BOLTS OR . DiMEN90N TO NOTES
STN'fIC N1ND PRESSURES SHONN ON THIS DRAWING. 1/4-20 STUDS H17H d EET 1. ADDED TRACK
GLAZING SHALL HAVE A AIA%IMUU HEIGHT OF 10.69' 1/4-20 HEX NUTS . 0 FUC CONNECTION
AND A MAXIMUM LENGIH OF 16.s4'.GUZINC IS p o No7E.
NOT IMPACT RESISTANT AND DOES NOT NEET 7HE 76 GA NIN VERT • GRT 11/10/07
REOUIREMENTS FOR WIND-BORNE DEBRIS RECIONS. ���K C �-
P3 MODIFlED LOUVER
3. VINYL OR WOOD DOOR STOP NAILED A MA%INUM 1/4-20x9/16'IRACK B � E� O OPiION. ADDED TEXAS
OF 6' O.G MUST OVERLAP TOP AND BOTH ENDS OF BOLT ANO 1/4-20 HEX ' .�,� LICENSE NUMBER TO
PANELS NINIMUAI 7/16'TO MEE7 NEGAitVE NUT AT EACH JB-US ' � : TRLE BLOCK. ADDED
PRESSURES. JANB 6RAd(ET LOCAl10N � IMPACT RESISTANT
GIAZING.
4. KEY LOCK,SLIDE LDCKS,OR OPERATOR 0 GRT 9/19/OB
REQUIRED. 5/16x1-5/8'LqG • P4 UPDATED 71'iLE BLOCK
SCREW AT EACH ' � AND IMPACT CIqZING
5. LOUVER OP710N- .040'MINIMUM LOUVEfLS IN JqA1B BRACKET � � ' q
MOLDED FRAMES SCREWED TOGEIHER YATH A l I GR7 a/t6/t2
MINIMUM OF ('10)/8x1'SCREWS INSTALLED IN THE \ •m'
BOl70M SEC710N.LWYERS ARE NOT IAIPACT 'm'
RESISTANT AND DO N0T NEET THE REqUIRE)AEN7S I o
FOR VAND—BORNE DEBRIS REGIONS_ 75 GA STIFFENED o .
JAMB BRAq(ETS m
6_ SECTION STEEL TO HA�'E A MINIMUM 26 CA SEE SCHELDUIE FOR • m
THICKNESS. WANITY.LDCATION. •
ANO 7YPE ' �
7. THE DESIGN OF THE SUPPOR7ING 57RUCNRAL i
ELEA�EN'fS SHALL BE THE RESPONSIBIUTY OF iHE q
PROFESSIONAL OF RECORO FOR THE BUILDING OR KEY LOCN OR SUDE LOCK �
BULDI GRCODES FOR IHERL0AD5 STED ONRTH S ���D (NOT REWIRED �• �
DRAVANG. H17F1 OPERATOR —SEE •�
NOTE 4). AIDE LOCK o
B_ DOOR JAAIB TO BE MIMNUM 2x4 S7RUC7URAL SHOWN FOR q_ARITY D
GRADE LUNBER. REFFR TO JAMB CONNECTION EET ' o
SUPPLEMENT FOF2 ATTACHNENT TO SUPPOR71NG •m
STRUCTURE_ yQ� (4)SECTON SOLID — —
DOOR SHOWN. SEE SHEET —
9_ FDR LOW HEAD ROOM LIFf CONDI710NS,TOP 2 FOR U—BAR LOCATIONS
BRACKET S1iALL BE A 73 GA LHR 7/4 TDP ON DOORS N77H OTHESt tiQ]E� I6'DOOR 5}IpyM, SEE
BRAqCET VA7H A MINIAIUM OF(J)1/4-14x7/8' SECTION WANTITIES ANO SHEET 2 FOR HINGE AND SIILE
SEIF DRIWNG CRIMP717E SCRENS IN UEU OF 7HE SEE NOTES 1 AND 2 THIS ''`�' LOCA710NS pN 07HER SIZE DOORS.
BfL1CKET SHOWN ON THIS DRAH7NG. I�BAR ON TOP SHFET FOq GLALNG
SEC7ION SHALL BE INSTALLED ON TDP OF LHR TOP OP710NS
BRACKETS.
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORIING STRUCTURE NO_OF JAMB ��8 BRACKET SCHEDULE
DOOR NQ OF BRACKETS ��� LOCA110N NTERLINE .IAMB
DOOR. DOOR UNIFORAI LOAD EACH JAMB p H�GHT SECl10NS��� ��8� 7ypE BRACKEfS MEASURED FROM BOTTOM
WID7H HEIGHT � � 6'-6" 4 g ���(ALl DIIAENSIqJS f 2')
rn -(.m-�s). is-(rn). u-i/z-(�e-us).�-(,e-us). �+-(a).se-�aa-us)
'IO'—O� ALL +150.0/-167.5 6'-6� 4 6 FAT '(.IB—US, 10" (JB—US), 21-3 4�(JB—US,39'(JB—US),48' J8—US,57-1 4'(JB—US
'12'-0" ALL +180.0/-201.0 7—D' 4 6 OI '(,9—US),14'(QI), 25—t/2'(JB—US), 34'(JB—US), 44'(01),6�1/4'(JB—US)
�4'—O" ALL +210.0/-234.5 Y-0' 4 6 FAT " JB—US),10' JB—US), 2�3 4' JB—US),36' JB—US�52-1 2"(JB—US),6�1 4' JB—US
'IS'—O� ALL +225.0%251.3 7-6' S 8 pl '(JB—US). 14"(QI). 24—'1/2' (JB—US).32-1/2"(JB—US). 43'(q). 49'(,B_IIS), fi2-1IY (QQ.72'(.B—US)
y6'—O' /�, +240.0 —268.0 7-6' S 8 FAT '(.B—US),10" (JB—US), 22—]/4'(JB—L1S),36"(JB—US), 45" (JB—US),54-1/4"(JB—US), 63"(.S—US),74-1/2'(JB—US)
s'-o" s e a '(�s-us).ia- �op. zr (,s-us). sa-��e-us�. 4s-�a�. se- .s-us�.�c-�/2•(a>.�s-i�z• �,s-us�
8'—D" 5 B FA7 ' (JB—US),70' (JB—US), 25-3/4"(JB—US),39' (JB—US),48" (JB—US),57-7/2'(JB—US), 66'(JB—US),75-1/2'(JB—US)
8'-0 SEE NOTE Bt10W
N07E.
(JB—US)FqlOYANC D1NEN4ON DENOiES SLOTTED JMIB BRACXE7 A7TACNED 70 TRAGC W17H l�{—Zpxg/76"7RqCK BOl.7 AtJD NUT.
(OI)FOLLOH7NG DIAIENSION DENOIES OUICK WSTALL JAMB BRACKET WSTALLED IN BUTTERFLY S107.NO AD�IT10NAl HARDWARE NEFDm TO p77q�}{7p 7RA�.
ALL DOOFiS GREAIER 1HAN B'IN HEIGHT REWIRE USE OF CONTNUWS WALL ANGIE SEE SUPPlEA1ENT lRACI( q�{qRT FOR DETAILS.
STATIC PRESSURE RA7INGS APPROVED SIZES SCALE:N.T.S. SIZE. A
� �a�n�� DESIGN (PSF): +30.00/-33.50 MAX WID7H: 16'-0' DATE NAME
TESi (PSF): +45.00/-50.25 MAX HEIGHT: 14'-0" DRAWN 5/22/06 GRT
YNM/�SAYACKI,PE palton
zsm s sut¢xwr nt,sm1[soa IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 7/22/07 MRB '
lEN1S/IILE.7M 750fi) MODELS 8000/8100 SHEET � Of 2
iL PE 7Y613 �
+ In aE t0679t DIVISION OF OVERHEAD DDOR COR
PROfE5S10NAL ENONEEfl'S SEAI,GRDVIOCO ONLY FQ7 3395 ADDISON DRIVE DRAWING PART NO. REV.
VCRIFICATIQV Of NINOLOAD CqJ57RUC71ON oETni�s. PENSACOLA, FLORIDA ]757� WINDLOAD SPECIFICATION OPTI�N CODE 11 23 327017 P4
850 474-9890
1
� .,�'"-,..
i3 GA RDILER n.,..,nT7ACt#ED SO
BRACNET W17H 5/16-18$OlT&NUT , REVISIONS
IN CENTER SlD7 M1D 1/4-20a9/16" �!7}7p enF�,NlF,qEly�/F}µy�-��vn•un• P1 MODIFlED NOTES TO
TRACK BOIT dc 1/4-20 HEX NUT
THRIX1Cti AtfY Tti'0 AUGNINC}iQIF_S �- �s•_ ! STATE THAT lOUVERS
tiRE AIOT SMPACT
�3 GA COMMERCIAL'A'FRAAIE ' RES�SiANT.
TOP BRACKET ATTACHED N1lH �� GR7 6/29/0�
{4) 1/4-14r7/8�SEIF • � � P2 MOD}FlE4 JAMB
QRSU.iNG CRIAIPA7E SCREWS j � � ���! .�. .� � � CS2)3t885ECiI 0%9 USBARS� AI.LOWI C REP ACEMENT
� LOCA'iE0 AS SHONN OF 41 WITH JB-US.
ADOED IMPACT
ADD(2)1/4-}4x7j8' ' � . ESfSFANCE TO DbOR.
SEt.F QRitl.7NG CRItAPA7E SCREWS �{� t' '!4'&75�-
�� qOED fAAX CLAZlI.tG
(INSID£OF EAOi END HINGE}� SHEET�I�.NADDEOOTRACK
� , � (7)SEC'110N OOORS H1TH Tp FLAC CONNECTION
Z' t7riDN STdiMGARD R4LL£ti a (17)3'18 C.A BO KSI U-BARS� NOTE.
}M{'ttt 4-i J3'S'h1#AND ' . � t C44AlID A'SHOYlt' GRT i1 jt4 j07
7/16" PUSHNUT AT EACH / �
ROI.IER lOCA110N. 1/4"MAX ( P3 A10DIFlE0 LOUVER
OP110N. ADDED lEXA5
BETWEEN PUS1iNUT Al10 , UCENSE NUM6ER TO
BRACKET OR NWGE . r �2� t TITLE BIOCK. Ap6ED
IMPACT RE51S7ANT
14 GA WIDE BODY END /'" � (6)SECTION DOOR$N17H�''� GLA2ING.
N1Nf,E ATTACt1ED WITH '� �� �' '�'� �� `9)3'18 iACAiED SAS StiO l GR7 9/19/OB
(4}tj4-t4x5j8'� � P4 UPDATEO 777LE B�OCK
TAPPING SCREWS Q�7Atl g
AND IMPAC7 GIAZING
GR7 4/16/12
� S0. i
1 � ( �5)SEC710N DOORS N71FF-'-�
(8)3'18 GA 80 KSI U-BARS �
Q � lOCA7ED AS 5##OWN T
7B GA NARROW BODY p � � �
INTEfiA7EDIA'lE HINCE
AT!'�CHED H1TH(4) _-.•-�
1/4--14x5j8'Sftf �-^
TAS'PING SGREWS---^""� (4j SECTION DOORS WItH
DF"I,AII_ C (6)3'78 LOGA7ID AS SFiOWN�
74 GA 80TTOM BRACXET �-- � �
A'iTAGHED W!'M{2)
7/h-14x7/8`SEIf DftiLt1NG �'' INTEfAOR FRAME
CRIAIPl17E SCREH'S hIRWGH
S1RUT ANO B�TTOM BRACKEf
nrao(�}i/4—i4xs/s�sEu /• SHE£ibfETAL SCREW
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DETAIL E ATfACH U-BAR N17H
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DRt�13NC CRBAPTIIE SCREWa
AT EACN STiIE LOCATI6N,'iYP
S7ATlC PR£SSURE RAllNGS APPROVEO SlZES SCAt.E: M.LS. SIZE. A
��yri�� QESIGN (PSP}: +30.pOj-33.50 MAX WiDTH: l&'-6" DATE NAME �i
TEST (PSF): +45.p0/-50.25 MAX HEIGHT: 14'-0" DRANlN 5/22/06 CRT
. uuM A.s�vntra,PE pa�ton �MPAC7/CYCLIC RATED {YESfNO): YES MAX SECTlON HEIGHT: 2S" CtiECKED 1/22JQ7 MR8 I'
25pi 5.STAtE MVtt t21.Si3I7E 2{70
tf&15VklE.TX 7506�
SHEET OF
T7t PE to6z9t DIVISION qF pVERMEAQ DODR COR �adELs g��d�$�}�� ORAWING PART N0.2 ftEV.
' 3J95 ADOISON DRIVE
PRO�ESSIONAL ENWNEEfl'S SEAL PROYIOED ON4Y i'OR PENSACOI.N,FlORIOA 32574 WINQlOAO SPECI�tCATiON OF7lC3N CQdE ��2� 327��� Q4
KRtFlCA71M�f YAND�OAO CONSTRUCTION OE7AtL5. 8SO d7A-9840
1
, � sc���u�.�� �
3!8"f�A307 H6AbEp OR HOOKED aNCHOR BOLTS IN�tORMAL WEjGNT CO�iGR�T� �
, �t
MAX4MUh�t SPAGlNG OF ANCHOR BOL'f'S PER JAMB (iN}
l.(7Ai7 PEft 2oQ0 i'SI 2500 PS( 3000 PSI �
JAMB LB/FT N6TE3 GONCFtE7� CONGFtE7� CQ2�lG�i�7E ,
i00 2d � 2b- 24
i20 24 2� 24
id0 24 24 24
160 24 24 24
180 24 24 2�
200 24 ��' 2�',. ,
220 ' 24 24 24
2aa 2� 24 24
2H0 24 24 24
280 24 24 24
300 24 , �'� 2`�
320 2d 24 24
3d0 24 24 24
360 23 24 24
384 22 24 24
4'00 20 24 24
42p i9 24 24
440 1s 23 24
460 i8 22 24 •
d80 i7 2� � 23 '
500 i8 • 20 22
520 18 20 . 2j
540 16 i9 � 2Q
564 i4 18 i9
5s0 14 ie i9
soa i3 17 1$
620 i3 is is
640 i3 16 17
66o i2 i5 `i6 �
680 i2 15 78
70o fi 14 ' j5
720 ,1'1 14 15
740 1i 14 15
760 i� 13 id
780 i 0 i3 i4
8q0 10 13 73
r,aASED ON 3/B"OJ A3o7 HEADED OR HOOKED(i.6'9'�MIN.HOaK LENGTH)ANCHOR BOLTS WITH•A t��a.o, WASHER
WI7H A MINIMUM EMBED�viENT DEPTH OF 3"AND A M(NiMU1vf ED�E D(S7ANCE OF 3".
2,PROVtDE C?t1ANTITY OF ANCHOR BOLTS AS REQUtRED T{?MAINTAlN MAXiMUM BPAClNG AS�HOWfJ!N
7ABLE Wl7H A MINlMUM OF 7NREE{3}ANGHOA 90LTS P�R JAMB. ANCHOR 801.75 AT 70P AND BO7TOM
OF JAMB SHALL BE PLACED A MAXIMUM QF G"FFiOM TNE END t7F THE JAMB,
3,i.OAD PER JA�ie CALCtIC.A7ED 8Y TAKIN�DESlGN LOAD{PSF�1"fMES DO(�R WJDTH(FT}DIVlDED BY 2,
EXAMPLE: LIESIGNLOAD.�3opsf �
DOOR WIDTN=i8ft � '
LOAt�PER JAMB=30ps/x 1 sft/2=2441blft •
d,CHART IS BASED ON 6'-6"MWfMUM AND 24'�0"MAXfMUM p00R HElGNT,
5.DOOFI JAMB TO BE 2x6 NQ,2 GRADE SPF LUtvfBER Oft BE"fTER MOUNT�D D1R�CTLY TO SUPPaRTSTRUGTURE, ,
6,OESIG�t OF TNE SCtPPOftT STRUCTU��SNALL BE 7N�SOLE R��PONsteILiTY oF 7H�sUl�DlNG DESJGNEa
AND SHA�L 8E DESlGtJED FOR TNE JAMB LOAD L18TED!N ABOV�TABLE A�GRLGULATf:D PEft NOTE 3.
7.CA�CULATlONS GONFORM TQ ANSI/AF&PA NDS-2005 AND ACI 3i8-05,APPENDiX D.
A roved
Mark R, Barrow, PE ,
Fiorida l:icense No,57389
Wayne Daltan Corp.
z�4�artrtison C�rive , Revision P8