HomeMy WebLinkAbout17-18165 C1TY OF ZEPHYRHILLS
,; ~ 5335-8TH STREET
(813)780-0020 18165
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18165 Address: 5612 CYPRESS 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: 12-26-21-0066-00000-0270 '
Improv. Cost: 1,300.00 OWNER INFORMATION
Date Issued: 3/01/2017 Name: UNDERWOOD RALPH & JOANNE
Total Fees: 67.50 Address: 10 RIVER ST �
Amount Paid: 67.50 OTEGO NY 13825-3103
Date Paid: 3/01/2017 Phone: 607-434-3869
Work Desc: GARAGE DOOR REPLACE 18 X 7
CONTRACTO.R S APPLICATION FEES
DISCOUNT GARAGE DOOR , INC BUILDING FEE 67.50
/ �
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� Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CE LI
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.
�
CONTRACTOR SI A PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROMI WEATHER
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s��-�so�oo2o City of Zephyrhills Permit Application F�-���-���
� � Building Department '
Date Received a I�� �� Phone Contact for Permitting �SZ- � -���
_�._i_.������_T_i_.r - - --T-r-i-�-i- --
Owner's Name L � ! �`J Owner Phone Number U — "' � 7
Owner's Address 1� (lZF � • � ,• (1, ,2j�:J Owner Phone Number
Fee Simple Titleholder Name �" Owner Phone Number
Fee Slmple Titleholder Address
JOB ADDRESS J G o2 �f � - LOT# �
SUBDIVISION PARCELID# Io�''���-��'(��(��— �Q(� � U L/"�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE 0 SFR Q COMM � OTHER
TYPE OF CONSTRUCTION � BLOCK � Q FRAME 0 STEEL �
DESCRIPTION OF WORK � ��t'T CCCC'-j�'�.f S /1�2.I'1`Z-e- ��IC /
BUILDING SIZE SQ FOOTAGE� HEIGHT
�UILDING $ VALUATION OF TOTAL CONSTRUCTION
T 1.�60. Oa
DELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $
.�.- � 1 � �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '
OGAS 0 ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
�
BUILDER � COMPANY �I�C k�'1�V�«L. ��p,a-S �h G.,
SIGNATURE � L REGISTERED Y N FEE CURRE� Y/N
Address � , /�. License# �j C �,��� �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License# �
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address
License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
i � iiiiiiiriiriiii � i � iii � ii � � iiii � � iiirtiiiiiiiii � � ii � ii � iiii � � � iiir
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
- — COMMERCIAL _ 9ttach(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/SilfFence instalied,— ' -- - —
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 requirecJ 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. (A1C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIITING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
�n����v ��Af Zephyrhilla Permit Appllcatlon ��xa���a��o�ooa�
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NC?TtCE�F DEED RESTRICTlONS: The undersigned understands,that this,permit may be subject ta"deed"resfrictions"::'"�;
which may.be more�cestrietive-than County regulations: The°undersigned�-asscimes�respdnsibility`for�ciiitipl�iance'witfi'any"'�
applicable deed restrictions. � ��
UN�ICENSED CONTRACTORS AND" CONTRA,CTOR RESPONSIBILITIES: �If�tfie�owner hashired-a contractor or
confractors to undertake work, they may be required to be licensed in accordance with state and.local.r.egulations:•��If:-:th.es-�,-�
contractor,is not licensed-as requireil !iy taw, botli the awner:and:con#ractor:may�6e-cited�#ara`misdemeanor violation-
under state�law. if the awner or intended contractor are uncertaln as ta what (icensing requirertments;,may.-,apply for=tlie;�{"�
i�tended wor.k,they-are-advised to contacf'ttis Pascci Courity BuiEding Inspection Division=Licerising Section at?27-847=
8009. Furtherrnore; if the owner has hired a contractor or cont�actors, he is advised to'have the contractor(s);,sign �;.
porkions af the "contractor Block" af this application for which they will be responsible. If you, as°the�=owner`sign as'#tie" '
contractor., #hat may be an indication that he is nat properly ticensed and is not entifled fo�permitting privileges in Pasco
Caunty. - ' '
TRANSPQRTATlON IMPACT/U71LlTIES IMPAGT AND RESUURCE RECt3V�RY FEES:�The undersigned understands
that Transparkation lmpact Fees and Recourse Recovery Fees may:apply to the construction of new buildings, ctiange��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 b.e due, will be�identifled at�the=.timeFof�`-• �
perrnitting. �it is furfher understood #hat Transportafion impact Fees and Resource�Recovery. Fees must be paid prior to
receiving a "certi�cate af occupancy" or finai power release. if the.project does nat invoive a certificate of occupancy�or.-'��= �i
fina! power release, the fees�rnus# be paid priar to permit issuance. Furthermore, if Pasco County W,ater/,Sewer Impact; �_' �
fees are due,tliey must be paid prior to permit issuance in accordance with applica6le_Pasca Coutity ordinances.
CONSTRUCTiON LIEN LA1N(Chapter 713, Florida 5tatutes,as amended�: if valuation of work is$2,50Q.Q0 or more„I. .,:-
certify that �I, fhe applicant, have been provided with a copy af the °Florida Construction Lien Law—Homeowner'`s �� '
Pratectian Guide" prepared by the Fbrida Department of Agricuiture and Consumer Affairs. If the applicant is someone
ather than the°owner", 1 certify that 1 have obtained a capy of the above described dacument�and promise in goo.d"faith#o �,
deliver it to the.°owrte�'.pr.ior to commeneement:
CONTRACTOR'S/OWNER'S AFFlDAVIT: I.certify that al!the information in this appiication is accurate and�that ali work
wi11 be done in compliance with all applicable�laws regulating construction, zoning and land�devefopment. Appl'scation is
hereby made to obtain a permit to do.work-�and installation as indicated. I certify thaf no work ar Installation� has
cammenced prior to issuance af a permit and that all work will be performed to meet standards of all laws regulating
construction, Caunty and City codes, zoning regulatians, and iand devetapment regulations in-the jurisdiction, i�also
certify that ! understand that the reg�alations af other government agencies may apply ta the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies inclucle but are nat timited to:
- ,Department af Environmental.Protection-Cypress Bayheads, We#land Areas and Env�ronmentally Sensitive
Lands,WaterNVastew�ter Treafinent.
- Sou#hwest F(orida Water Management District-Weiis, Cypress Bayheads, Wetland Areas, Altering
Watercourses. .
- Army Corps o#EngineersSeawaqs, Docks, Navigable 1tVatennrays.
- Department of Nealth � Rehabilitative 5eruiceslEnvironmental Nealth Unit Welis, Was#ewater Tceatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestas abatement.
- Federai Aviation Authority-Runways.
I understand that;the#allawing restrictions apply to#he use of fill:
- Use of fill is not allowed in Flopd Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood thaE a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a psafessianal engineer "
licensed by the State of Florida.
- ff the fiii material is to be used in Fiood Zone "A" in connectian with a permitted building using stem wall
construction, !certify that fill wift be used onty to fi(I tMe area within the stem wall.
- If �II material is to be used in .any area, ! certify that use of such�ftll wiil not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited far violating
the conditians of the building permit issued under the attached permit application, €ar lots�{ess than one {1}
acre which are elevated by fill, an engineered drainage plan is requi�ed.
if 1 am tha AGENT FOR TME OWNER, t promise in gaod faith#o inform the owner of.the permitting conditions set forth in {
this a�davit priar ta commencing construction. t understand that a sepa�ate permit may be required for electrical work, '
plumbing, signs, wells, pools, ai� conditioning, gas, or other installations not specifically inctuded in the application. A
permit issued shalf be construed to'be a license to_proceed with the work and not as authori#y to violate, cancel, atter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent Ehe Building CNficial from thereafter
requiring a correcfion of errors in plans, construction or vialations of any codes, Every permit issued shall become inualid
unless #he work autharized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended ar abandaned for a period..of six(6}manths after the time the work i�commenced. An extension
may be requested, in writing, frotn Ehe Building Official for a period not to exceed ninety{9�0} days and will demonsfra#e
justifiable cause for the extension. If work ceases for ninety(94}conseautive days,ihe jab is considerec!abandonecf.
WARNING TC3 QWNER: YOUR FAILURE TO REC.,O,RD.A NQTNCE OE COMMENCEMENT MAY RESULT IN YOUR
PAYlNG TWICE'FOR 1MPRCtVEMENTS TO YOUR:PROPERTY. iF�YOU-;tNTEND TO�OBTAIN FINANCING, CONSULT
WlTH VQUR I:ENDER QR AN ATTORNEY BEFORE RECORDING Yt?UR NOTtCE CiF COMMENCEMENT
FLORIDA JURAT(F.S.117.03) '
OWNER OR AGEN7 C.ONTRACTOR �'��i��Et����._..._..
Subscribed and swom to(or affimned)before ma thls Subs ribed and swom�° or,�a rm bef re e �s
�DY _�iL�!L�bY �'✓���%`r�y C��N �"JYIA'TD
Who islare personalty knawn to me or haslttave produced ' Wh i�farep�o alty known to m ar hasfliave produced �
as Idendfication. � vC/��;�� �L�C�.�J"� as ldentificatlon.
Notary' Public N'otary Public
Commission No. Conemission IVo.. ��� ('�C�G7�
J,F-.��/� ��.�t � �11�'�'�,�. -
Name of Notary lyped,printed or stamped Name of Nota
;�Q;a:.►,'�,,DEBRAELA RUFFELL
- .';j�`„�Commission#GG Q45343
: :o:Expires November 7.2024
I���POOPFI�p��, go���TroyFainlroittance80a385-7019 �
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner. �(,S�' ��;�T ��j-Q�}�'�' j�(��S.
Date I�eceived: _ p2�/�//�
Site: `�/��� �yP,�-�s sT
Pernut Type: ����' �� ��K ��/� ('�/V(.���
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet s 1 be kept with the pernut and/or plans.
' � �
Kalvin i � 1 Examiner Date Contractor andlor Homeowner
(Required when comments are present)
i '
w. �� i
Q Z-�� �
STATE WIDE PRODUCT APPROVAL SUBMITTAL
ApplicationlPermit�t: . \ Revision Date:5/24l04
Building Address:
openings: Owner: Contractor. Discount Garage Doors,INC
Slidin Glass Doors,EXterior Swin Doors,Overhead boors FiXed Glass,Windows,Mulfions,Skyllghts
y�TM "Pressure • Manufacturer Product Approval Product Model#or
� � T Category Number/Se �: Glass Attachmebt A Expfration
�/ q Name ' Series T e/5lze Pproval
� J� •s 1 t_D��- � � 2 � YP Method Entity Date
� _ � ' O C5 �ryGLL�� i A� J -
�Z :
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�. �2
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O o V�� v r�
�2��� ��
� V��� � a�
p ��W N
��i�O O t!1 O �t6
Qar �Q`
� �
, ' �
'•Only one eniry requlred tor Multlple units o11h�same slie and Design pressure
••D=Deslgn pressur T=Max Test Pressu�e
Page 7 of -
,_,
��` SEE U-BAR NO7E ON SHEET
1.NDN-IMPACT RESISTANT GLAZING OP710N - .090' 2 FOR U-BAR INSTALLATIpN � REVISIONS
A1INIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH A 13 CA HORIZ AN(LE E t REVISED
7/8'BEAD OF BOSi1K 1100 OR EOUIVALENT UNDER TME EET SUPERIMPOSEO DESICN
OUTER FRANE AND SCREWED TOCETHER N7TH A NPIIMUM rt�� RESSURE LOADS ON
OF (6) BBa1'SCRENS INSTALLW IN TOP OR IN7ERMEDIATE 13 CA FUG ANGLE • ' '` PPOR7ING STRUCTIIRE
SEC710N(W17H OR 1NTHOUT DECORAi1VE INSERTS)MEETS � rte s/to/oe
UNIFORM STATiC DESICN PR6SURE5 9iOWN ON 7HIS I
DRAN7NG. GIAZING 91ALL HAVE A MA%IMUM HEIGHT OF 16 GA L11N HORIZ 2 ADDED SHORT PANEL
11.75'AND A M/il01AUW LENGIH OF 76.75�. GUZING IS 7RAdC A GLAZING OP710N
NOT INPACT RESISTANT AND DOES N07 NEEi 1HE / / (NOTE 1)
REOUIREMENTS FOFi H7ND-BORNE DEBRIS REqONS. GLAZED 5/16:1-5/B' SHEE7 GRT 6 30 06
SEC710N REOUIRES 18 CA J-S7RU7 SCREWED TO LOWER LAG SCREH5
IN7ECRAL R19 OF SECTON MXl OPERATOR 5711E 70 BE _ (MIN 3 AS 3 ADDED IMPACT
FACTORY INSTALLED.WSTALLER SHALL FlEtD MSTALL(t� ���� ' ESISTANCE TO DOOR.
' DDED JB JAMB BRAqCET
7/4-14x7/B"SELF DRILLWC CRIMPTITE SCREW TO ATTACH 16 GA MIN VERT 78 GA OPERATOR STILE FACTORY T 2'LOCATION. MODIFlED
THE J-SiRUT TO THE IN7ECRAL RIB ANO OPERATOR SiILE TRApc ADHERED TO CENTER OF TOP SECiION OiE 9 TO STATE THpi
AT hIE CENTERUNE OF 7HE DOOR PER DE7AIL F ON 20 GA END CAP OUVERS qRE NOTIMPACT
SHEET 2.
5/16a1-5/8�LAC E515TANT.
2. IMPACT RE95TANT q.AZINC OPTION -IMPACT SCREW A7 EACH B T 6/6/07
RESISTANT CLA7JNC SYS7EM MAY BE INSTALLm IN TOP JAMB BRACKET �'
4 MOOIFED JAAIB
OR IN M IATE SECTON N7TH OR H71HWT DECORA7IVE ��T RACKE7 SCHEWLE FOR
INSERTS). GLAZING SHALL BE I/�'MAKROION-AR 1/4-20x9/16' TRAIX AT OP710N.ADDED LHR
POLVCNt90DlAlE OR EOUAL MZ�NG 9iAlL HAVE A BOLT AND 1/4-20 HIX ' TRACK DETAI�SHEE7 2.
AIAXIMUM�H�CHT OF 15.21'M1D A AI/JaMUM LENGTH OF NUT AT EACH J9 JANB �
50.08".CUt21NG IS UIPACT RE95TANT AND DOES MEET BRACKET LOCATON , GRT 4/17/OB
TNE REWIREMENTS�OR N1ND-BORNE DEBRIS REGIONS F 5 ADDED IAIPACT
SEE DETAIL H ON 9iEET 2 FOR ASSENBLY DE7AIL5, • C EET ESISTANT GLAZWG.
GIAZED SEC710N REONRES REINFORCEMENT BRApCETS . DDED CONCRETE DETAIL
ATTACHED TO U-HAR ON UPPER INTEGRA�RIB (SEE T � EE7 2 ADDEO 7EXA5
DETAIL J SHEE7 2),1B CA,HSTRUT SCRERED TO LOWER � CENSE NUMBER TO T17LE
INTEGRAL RIB OF SECTION AND OPERATOR S71LE TO BE BLOCK. CMANCED LOUVER
FACTORY INSTALLED.PISTALLER SHALL FlELD P15TALL(1) ' OiE.ADDED HIGH LffT
1/�-76a7/8'SELF DR4UNC 621NPTITE SCREW TO ATTACH � • NO ROOF pITCH iRAqC
THE J-SiRUT TO 7HE INiECRAL RIB AND OPERATOR STILE I • OTE.
Ai THE CENTERLINE OF THE DOOR.P157ALLER SHqLL 15 GA S7IFFENE I GRT 7/22/OB
FIELD INSTALL(7)7/4-t4x7/8'SELF DRIWNG CRIMP7IiE ��B BRACKETS , 6 UPDATED TITLE BLOCK
SCREW 70 ATTA01 7HE J-SifiUT TO 7HE INIEGRAI RIB gE SCJiELDULE FOR
AND OPERATOR SIILE AT THE CENTERUNE OF 7HE DOOR �AN�TM•�Q�n�• � GRT B/26/10
PER DETAIL F ON SHEEi 2 AND TYPE
3. VINYL OR WOOD OOOR SttW NARED A NAIOMUN OF 6' KEY LOCK OR SUDE LOpC
0.C. AIUST OVERLAP TOP AND B07N ENDS OF PANEL$
NMIMUN 7/16'TO MEET NEGATVE PRESSURES. BO7H ENDS(SEE NOTE 4).
SUDE LOCK SHONN FOR
4.KEY LOCK OR SUDE LOpCS REONRED. CLAR�TY
5.SEC710N SHA11 BE CWJSiRUC7ED-WIIH FDAMEO IN
PIACE POLYUREh1ANE FOAM INSULATION CHEMICALLY ��q��CTION G
BONDED TO 30 CA lAINIMUM FACER STEEL AND A SOUO DOOR SHOWN. �T
POLYLAMINATE BACKER.END CAP TO HAVE A NININUM SEE y1EEi 2 FOR
�'� ��TM• U-BAR LOCATIONS ON
DOORS N17H 07HER p
6. iHE DE9CN OF THE SUppppTNG STRUCNRAL SEC710N OUANT171E5
ELEMEN7S SHALL BE iHE RESPON9BILITY OF 7HE AND SEE NOTES 1 EET
PROFESSIONAL OF RECORD FOR hIE BUILDING OR AND 2 ON THIS
STRUCNRE AND IN ACCORDANCE H77H CURRENT BUILDWG 91EET�OR GLAZING
CODES FOR 7HE LOADS USTED ON THIS DRAWINQ OPTONS
7. DOOR JAMB TO BE MINIMUN 2=6 SiRUC7URAL CRADE NOiE: pOS7$7SiEM IS TO BE
LUMBER. REFER TO JAUB CONNECTON 91PPLQ,IfNT FOR " INSiALLED ON iHE CQJTER
ATTAGHAIENT T�$UPVORTNC STRUCTURE LWE� hiE DOOR.
SEE MINDLOAD POST
8.LOUVER OPiION -.040�NP11NU11 LOUVQtS IN NOLDED INSTALIAiION INS7RUC710NS
FRAMES SCREWED TOGEhIER VA7H A NINIMUM DF(6)
/8x1'SCRENS INSiALLED IN THE BOTTOU SEC710N,
LOUVERS ARE N07 IMPACT RESISTANT AND DO NOT MEET
THE REOUIREMENTS FOR WIND-BORNE DEBRIS RECIONS
LOUVERW SEC710N REWIRES OPERATOR Si0.E TO BE SUPERIMPOSED DESIGN PRESSURE
FACTORY INSTAUFo AT n+E cer+�NE oF n+E ooOR. LOADS ON SUPPOR7ING STRUCTURE
JAMB BRACKET SCHEDULE
DOOR N0. OF N�" '�B 7{�pq� LOC/+nON OF CENiERL1NE JtwB NAX NA% UNIFORIA PqNT LOAD AT HEADER AN
HE1GH7 SEC710N5 BRA�� TYpE �A�TS MEASURED FROM BOTTOM DOOR DOOR LOAD EACN SLqB AT EACH POST
(EACH,1AM8) OF TF2ACK(ALL DIAIENSIONS t 2') �D1F1 HEIGHT JAMB P LOCA710N lB5
r-0 4 5 01 '(JB.13'(QI). 25-1 '(JB).15-1/4'(01, 6J" (JB 18._�. 7'-0' +126.1/-167.3 +1237.5/-1381.9
��-�� 4 5 . FAT '(JB). 10'(JB).25-3/4'(JB). 42'(JB).63-1/4'(JB) B'-0' +126.1/-167.3 +1406.3/-157Q3
e'-° s s a '(�a), ia'(op. zs'(.$).x-(�). a�-i/a-(a).e�'(oi)
8�-�� 5 6 FAT ��,18).�0'�JB).21-�/4���8).29-3/4��,18).48'��8).66'�JB)
>8'-0'/HIGH LIFT/ROOF PITCH SEE N07E BEIOW
NOiF•
(JB)FOLLON7NC DIMENSION DENO7E5 SL0T7E0 JAAIB BRAGCET
ATTACl1ED TO 7RApC N17H 1/4-2pzg�75'7{tqp�BOLT AND NUT.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A
(p�FOILOYANG OIMEN90N DENOTES�IILK INSTALL JAAIB BRACKEi � DESIGN PS
� INSiALLED M BUTTEF2RY SLOT.NO ADDIiIONAL HAROWARE NEEpED ����� � �� +30.00/-33.SD MAX WIDhI: 78'-0' DATE NAME
TO ATfACH TO iRACK. TEST (PSF): +45.00/-50.25 MAX HEIGHT: B'-0" DRAWN 3/3/06 GRT
JpiN E SCA7[S PE N.L DOORS wiTEi W(a�UF7 nND/OR ROOf'PI7CH REOUIRE USE OF ���t�� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21'CHECKED 4/6/06 MRB
3fYl iMRCA7E DR CONIINUOUS WALL AN0.E SEE SUPPLEMET7T TRAq( Q{qRT FOR
- uR�«,-Ta+,,��soo� DETAILS MODELS 5120/9100 SHEET 1 oF 2
FL PE 517]7 TM PC 56]OB/F220} DIVISION OF OVERHEAD DOOR COR
PRORSS�ONA�EN�NNCpt^5 gnL pqpyiOED ON�Y FOf7 3395 ADDISON ORIVE DRAWING PART N0. REV
VERtFICATON Of'MNOLOAD CONSTRUCTON DETAIIS VENSACOLA,RORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0236 319024 P6
850 474-9690
13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAI RIB 13 CA ADJUSTABLE HEAOER TOP P�AIE REVISIONS
FlX7URE ATTACHED TO YATH iHE(B)PRE-PUNCHED i0P FlXNRE
PRE-PUNCHED HOLES '�� HOlES EACH END FApNC UPWARD HEAOER LOCK / EXiEN510N 1 REVISED
IN BOTTON OF U-BAR / pND ATTA01 THRU END CAP AT TOP LOCK SUPERIMPOSEO DE9GN
BRAIXET PRESSURE 10AD5 ON
WITH (2) 1/4-14x3/8' . EAqi END VATH(2)1/4-14x7/8' /• PLATE
CRiMPTTE SCREwS SELF ORILLMG CRIMP1IlE SCREWS � PPORTING S7RI1C7URE
FOR STANDARD TRACK AND(3) • MRB 5/10/06
o • 1/4-14x7/B'SELF DRILUNG , 2 ADDED SMORT PANEL
CRIA1P717E SCREWS FOR LOW
HEADROOM TRACK (2 OF WHICH � o� GLAZING OPlIDN(NOTE 1)
ARE USED TO ATTACHED 71iE TOP � ; RT 6/30/06
eRaaceT�s s+ox,�). , LOW HEADROOM TRACK 3 ADDED IMPACT
DETAIL A PLACE U-BAR OVER IN7EGRAL �ETAIL A / ESISTANCE TO DOOR.
RIB VATH 7HE(8)PRE-PUNCHED DDEO JB JMIB BRACKET
HOLES EACH ENO FAGNC UPWARO USED ONLY ON IAIPACT •"� T 2�LOCATION.MODIFIED
AND ATTAOI THRU END CAP AT (,`�q�D SEC110N -11 (4)5/I6x1-5/8� 4�S/16-12x1'
� 13 GA ROLLER SLIDE ATTALNED TO EACH END N7TH (2)1/4-Nil/8" GA REINFORCENENT LAG SCRENS ` ' SELF DRIWNG , OTE 9 TO STAiE THAT
SCREWS �UVERS ARE NOTIMPACT
PRE-PUNCHED HOLES IN TOP OF U-BAR SELF DRILLWC CRIMPIITE SCREWS BRACKEi ATTACHED . ESISTANT.
WITFi (2) 1/4-74Y5/8'CPoMP117E SCREWS. EXCEP710N: U-BAR PLACED W17}{ (4) 1/4-14a7/B' S/76-78x7-1/2' T 6 6 0
USE NEVANC HOLE IN S11DE TO ENSURE OVER TOP RIB ON 7HE BOTTOM $�F DfdLUNC ` p ' HE%BOLT&NUT INNER ���
PROPER ALIGNMENT OF ROLLERS SECTION 91ALL ONLY BE �q�Mpnh SCREWS�Z � ' D TAI pp57 (5)SEC710N DOORS q NODIFED JAIAB
ATTAOfED THRU END CAP AT iHROUCH BOiH �TM I6)3�. 20 GA, RACi(ET SCHEDULE FOR
15 GA HINGE ATTACHED / EACH END N17H(t) 1/4-14x7/8' BRnCKEi AND U-BAR) � 80 K51 U-BARS p7 OPTIDN. ADDEO LHR
SEIF DRILLWC CRIMP717E SCREW , LOCATED OVER
WITH (4) 1/4-14r5/H' ACK DETAIL SHEEi 2.
• LOCATED ON THE BOTTOM FLANGE A7TAQi BOTTOM BRACKET M7EGRHl.R185 AS
CRIMP117E SCREWS (7 OF • OF THE U-BAR D TAI �I TO BOTTON U-BAR WITH 2 o SHOWN GitT 4/17/OB
NTi1CH ARE FACTORY ��
ATTACHED) � N9g�DUE TO QEARIWCES � 1/4-14x7/8'SELF ORIWNC . 5 ADDED UIPACT
REOUIRED TO INSTAil SCREWS AT ���I4-�4i��B�SELF DFIWNG CPoMPTITE CRIAfp717E SCREN5 (4)SECTIaJ DOORS
THE ENDS OF THE U-BARS,ALL SCREW AT CENTER UNE OF DOOR THRU ESISTANT GLAZING.
WI1H(5)3',20 GA DDED CONCRETE DETAIL
2' NriON U-BARS SHALL BE INSTALLED ON J-STRUi&OPERAiOR BRACKET. 80 K51 U-BARS
STORNGARD ROLLER � � gCTIONS PRIOR TO PlSTALUNG d-2�� �-STRUT&SCREW ONLY REOUIRED ` LOGTED 01�ER LJCENSE NIIUBER OX TITLE
ROLLER 9JDE5 AND TOP FlXNRE ON QAZEp SECTIONS. SEE NOTES 1 &2 INTECRAL PoBS AS BLDCK. 61ANCED lOUVER
WITH 4-1/2'STEN DETAIL 8 � TME U-BARS SEE �EET 1 SHOWN OTE.ADDED HICH LIFT
ATTACHMENT NOTES ON THIS' • � �''' AND ROOF PITCH TRACK
��T• (a�i/a—u:�/a' IMPACT BOTTOM BRACKET OTE.
1B CA HINCE AT7ACHED $ LF DRIWNC
WITH (5) 1I4-20s5I8� PWCE U-BAR OVER WTEGRAI CRIMP7ITE SCREWS . GRT 7/22/OB
CRIMPi1TE SCREWS AND(1) RIB AND ATTACH N11H(2) (1)1/4-14x7/8'SEL�
'/4_14=� DR411NC CRIIAP717E
/8� SELF DRILUNG 1/4-20x5/8'CRIMP11iE SCREWS SCREN,EAqi gpE OF 6 UPDATED TITIE BL�CR
iHRU PRE-PUNCHED Hq.ES AT ST�� GRT 8/26/10
CRIMPTITE SCREW(2 OF ' Epp{�NIERMEDIAiE HINGE BRAdtET STRAP BRACICET(ONLY
WHICH ARE FACTORY �REOUIRm ON IMPACT
ATTACHED. 3 OF WHICH ARE LOCAIIDN(1 7HRU FIANGE OF GLAgD DOOR) " \
FlELO INSTALLED WTO TOP U-BAR AND BOTTON FUNGE LEAF 5�16- � 2500 PSI NIN
LEAF, A1JD 1 OF WHICH IS ��� TM�11 15EB OF U-BAR AND NITCH PoN �wG CON(72ETE •
FlELD INSTALLEO 7HRU INTECRAL RIB OF SECiION) SiRAP '
PRE-PUNCHED HOLE IN `'� EXCEPTON: AT qLL LOCA710N5 ' , .
U-BAR REONRINC A SiRAP BRAIXET,(1) �Z�5/16-12a1� L
1/4-14x7�8"SEL�DRIWNC SEIF DRIWNC r
D TE AIL C CRIMPTITE SCREW WILL BE IlSW. 5��W�5�� 8�%8�MIN I •
FIAT WA9iER5 �' ' IURNDOWN ' • /
SlAB Ai EDGE � �5'WN •
12 GA BOTfOlA BRACKET DETAIL F ��
FACTORY ATTACHED WI7H / ��o �p�U-BAR OVER INTEGRAL RIB ISTAN /•
(3)7/4-14:5/8" µqTF�NOTCH DOHRJ TO CLEAR "� . .
CRIMPIITE SCREWS
BOTTOM BRAdfET AND ATTAQi / ALUMINUM CONCRETE OETAIL
THRtI END CAP AT EAQi END POSi -
VATH(1)1/4-14x7/B'SELF
FOR IMPACT RESISTANCE, DRIWNG CRIMPT7E SCREW AS 1/2-iJt3-1/2' • •
BOTTON BRAp(ET NUST BE 9i0WN AND USE(1� HEX BOLT&NUT ' U-BAR ATTACHMENT NOTE�
SCREWED TO THE BOTTON �-- 1/a-74:7/8'SELF DPoWNC . 1.ALL U-8AR5 SHALL BE VLACEp OVER INTEGRly PoBS AND
U-BAR N77H CRIMPT7E SCF2EW ACROSS THE • �
(2)1/4-14a7/8'SELF DETAIL D BOTTOM OF THE BOTfON U-BAR \ ' ATTACHED hiRU PRE-PUNCHED HOLES H7iH (2)1/4-14x5/B'
DRIWNC CRIMPTITE SCREWS AT EACH PRE-PUNCHm HOLE A7 / CR�1APn7E SCREV�S AT EACH WifRMEDIA7E HINGE�OCqTON,(2)
SEE IUPACT BOTTOid BRAp(ET EVERY HWGE LOCATION.USE(1} 1/4-14a7/B'SELF DRIWNG LRP1P71TE SCRENS AT EACH FND
DETAIL THIS SHEE7. 1/4-20:5/8'CRIMPTIIE SCREW (4)5/16-12x1' �\ � �P�IXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DEiAI�
AT ALL O1HER PRE-PUNCHED SELF DRIWNC BOTTOM B�D D THIS SHEE�, (2)7/4-74x5/8'CRIMP717E SCREWS
HOLE LOCATIONS g�� ��K APPROIOMATELY WDWAY BETWEEN QdD OF DOOR ANO
IN7ERNEDIAlE HINGE LOCA71�1,AND(1)1/4-14:5/8�CRIMPTIiE
pBa3/4'►tlN STAWLESS DETAIL G P�� SCREW APPROXIMAIELY B�FROU EACH END. iHERE$HALL BE
SCREWS WITH STAWLESS � • A 707AL OF(20)SCREWS ATTAqiINC EALH U-BAR p(CEPT
� B07H U-BARS ON BOTTON SECiION SHALL HAVE A TOTAL OF
BAdCED RUBBER WA9IERS NON-STRUCNRAL DECORATI4E (18)SCREWS EA(Y1,
3-1/2'Q6 MAX pU7Qt riINDOW iRQJ
/�� � � 2 N7TH hiE EXCEP710N OF THE(8)PRE-PUNCHED HOLES IN
1/4'PoIYCARBONq7E THE TOP OF EACH END USED FOR ATTACFUIENT OF hIE Rd.LER
1/8'BEAD CE I � SlIDES AND 7HE(6)PRE-PUNCHED HOlES W 1HE BOTTON OF
��TRA'�E 1 -- '. EACH ENO USED FOR THE ATTAQiMENT OF h1E TOP FlXNRE
SSG4000AC , I L AND UNlE55 NOTED OiHEFt1N5E pN THIS�EqFlCAT10N URAN7NG,
STRUCTURAL ALL PRE-PUNCHED HO�ES M AL�U-BARS SHALL BE ATTACHED
SEAIANT OR � TO 7HE DOOR WIiH 1/4-14:5/8'CRIUP717E$CREry6,
EOUVALENT
• 3. 20 GA U-BARS SHALL BE STqNpEp'ya'APPROJOMAiELY B�
�ACER STEEL ` j� ' FROM EACH END.
� I� / STAi1C PRESSURE RATNGS APPROVED SIZES SCAI.E:N.T.S. SIZE: A
' i� • �� ��� DESICN (PSF): +30.00/-33.50 MAX WIDiH: 18'-0" DATE NAME
" \ _=J J/ y TEST (PSF): +45.OD/-50.25 MA% HEIGHT: 8'-0� DRAWN 3/3/06 GRT
.iaw�.sai[s,P¢ NON-STRUC7URAL ������ IMPACT/CYCLIC RAiED (YES/NO): YES MAX SECTION HEIGHT:27' CHECKED 4/6/06 MRB
3121 FNRWIE OR D E C O R A T V E U J N E R ' SHEET 2 OF 2
° LARRq17CN,T%)500) vnr,00w rn�M — • � MODELS 5120/9100
R vE 5t�37 7x vE S63oe/rz2o] DIVI90N OF OVERHEAD DOOR CAR
VRO(�SSIONl1�FNGINEEP'S SEAL PNONDCD ONLY GOR DETAIL H �395 ADDISON�RIVE DRAWING PART N0. REV
.�a�vic,�roN or wwo�o�,o carsmucnoN ueTN�s. PEMSACOLA,RORIDA J2514 WINDLOAD SPECIFICATION OPTION CODE 0236 319024 P6
&50 474-9890
. � � SCH��UL�3 � .
J 3/e"t`6 A347 HEAbEb OR HOOK�b At�tCNOR BOLTS (N NORMAL WElCN7 COT�tCRET� �
MAX1�iUM SPAClNG C?F ANCNOR SOL'T'�PER JAF+dB(IN) f
IdAD REFi 200o Pst 2sao Psl a000 PSI • ,
JAMS LBiFT Nor�a CoNcRET� .. CONCf�E1"� GQ1�ICfi�TE
1 QO 2'� � , 24 �d �
I
i 20 24 �`� �'4
1do 2d 24 24
16Q 2d 24 24
1ao 24 24 2¢ '
200 24 24 24
� 220 5 2d 24 24
2d0 ' 24 24 24 �
264 2�i 24 24
280 2d� 24 2�
300 2d 24 24
320 2d 24 24
34Q 24 24 24
aso 2a a� aa.
360 22 24 24
4(l0 20 24 24
420 i9 24 24 �
4d0 '!9 23 24
4so � ia 22 z4 •
48� 17 2� � Z� t
50o ts ao �z �
524 16 20 . 21
540 i5 i9 ' 20
560 i4 18 �g '
• 5ea i4 ` is ig ' .
. s0o 13 i7 i8
620 i 3 . 1& 18
640 i3 is• �7
sso i2 i5 �is
sao �2 �s �s
700 'f 1 1Q. ' i5
720 .'!1 'f d �� '
740 11 i4 i5
760 ii 13 id
78o i o 13 �f.s
�
8d0 i0 13 73 •
, � i,BASEO ON•3!8"Qf A307 HEADED OR NOOKED(1.&9"MIN.HOOK�ENG7Hj ANC'HOR BOL7S WITH A i"O.D, WASHER
WI7H A t�1l�lMUM EMBEDMEtJT DEP7H UF e"AND A M1NIMUM�DGE D'(S7RhiC�O�3".
2,PApVlDE QUAN7lTY Q�ANCNOR 80L7S AS REC1Utf��O TO MAlNTA!!V MAXIM(1M SPAGlNC3 AS SNOWN tN
TABIE WITN A M(NIIviUM OF TNREE(3)ANCNQR BOL7&PE�R JAMB, ANGNOR BOLTS AT'i"OP AND SOTTQM
OF JAMB SHALL 8�PIAG�D A MAXJMUM OF 6"F`ROM 7H�ENd OF TNE JAMB,
3,i3OAD PER JAMe GALGULA7Ed BY7AKING OEStQN LOAD(PSf=}7lMES DpOR W1D7H(F-?} D!VlDED BY 2,
EXA�LtPLE: DESlGN l.OAD•�3ops1
� DOOR WIUT'H#16ft . .
LOAD PER JAM�#3ppstx isftl2=2401b/tt �
4,GHART IS BASED ON 6'•B"M!NlMUM AND 24`•"Q"MAXIMUM DOOR NEIGH7,
5,DOOR JAMB 7'Q 8�2x6 N0,2�aRADE SPF LUTvfHER OR BE�"i'ER MOUNT�D DlREC7LY 70 SUFPfJRT 6?"ftUC7URE,
6,DESIGN OF TH�SUPPQFi7 S7AUG7URE SHALL SE 7N�SOl.�R�SPQNSI6ILl7Y OF 7HE BU(LDiNG DESI�NER
At�O SHaIl.gE DESlGNED FOfl 7HE JAMB i:Ot1D L16TED IN ABQYE TA6L�AS GALC,ULAT�t?P�fi NC?TE 3.
7,CA�CULATIQNS CQNFOAM To ANStIAF&PA NDS-2na5 AND AG!ai8-o5,RPP�NDI3C D.
A roved
Mark A.Barrow, PE , '
Florlda Clcense No.57389
Wayne Da)fon Gorp,
.� �.�,�� , Revlslon PB