HomeMy WebLinkAbout15-16218 __ - CITY OF ZEPHYRHILLS
' S335-8TH STREET ''!r,
(813)780-0020 1621
BUILDING PERMIT
- PERMIT INFORMATION ' LOCATION INFORMATION
Permit Number: 16218 Address: 6218 18TH ST LOT 49
I� Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
, Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: ZEPHYR BREEZE
Est. Value:
Parcel Number: 02-26-21-0190-00000-0490
Improv. Cost: 780.00 OWNER INFORMATION
Date Issued: 4/29/2015 Name: SINAGUGLIA, KATHY
Total Fees: 60.00 Address: 6218 18TH ST
Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/29/2015 Phone: (813)469-1002
Work Desc: INSTALL 9 'X 7 ' GARGAGE DOOR
CONTRACTOR S APPLICATION FEES
AR-LIN QUALITY F NIS I C B I DI FEE 60.00
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� � 2 �7 - lSi
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' Ins ections Re uired
FOOTER 2ND ROUG PLU B MISC IN ULA N EILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repair.s or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
� City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
� �
CONTRACTOR SIGNATU 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: 1�►A R-U N �Ja���"Y �'r N�S N r.S �NC
Date Received: y - Z 2 - /S
Site: 62($ ($+L SiRC�T
Permit Type: RF_PL�4CE Q��C 7 � �AlZA 6� oao(�,
� Approved w/no comment : Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall kept with the permit and/or plans.
_
���,�y
Kalvin Switzer- s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
• 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
' Building Department
Date Recefved Phone Contact for Permfttin �� YJ1'J� -/�9
Owner's Name 1�a�2i/ee� JJi�I p ✓ �/A. Owner Phone Number �-� �- � D
Owner's Address �� (� D �J ` Owne�Phone Number
Fee Simple Tltleholder Name � Owner Phone Number
Fee 5(mple Tltleholder Address
JOB ADDRESS W O / G !J ��J 4 ' LOT# �
SUBDIVISION PARCEL ID# ClG�O�P"� -v� O"^ LC�'�=�J OT!v
i (OBTAINED FROM PROPERTY TN(NOTICE)
WORK PROPOSED NEW CONS7R ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR � CO � OTHER
NPE OF CONSTRUCTION BLOCK �{Z�I� � STEEL Q
DESCRIPTION OF WORK CC �X•� ��t'.�`G GU' �
BUILDING SIZE SQ FOOTAGE� HEIGHT � ����\
�BUILDING $ /1� r VALUATION OF TOTAL CONSTRUCTION
�] r
' QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. � f►,��
J �r�
�PLUMBING $ ♦ (i�
QMECHANICAI $ VALUATION OF MECHANICAL INSTALLATION
� 0 �'�� , �/
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO
BUILDER 1 t COMPANY ar-LiN A!/ Nlf`� �fJC, '
SIGNATURE REGISTERED Y/ N FEE CURREI Y/N
Address p�V � ��.T � • ��1p3� License# GT-� � � /.s3
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE ' REGISTERED Y/ N FEE CURRE� Y/N
� Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y I N FEE CURREA Y I N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y I N
Address License#
IIIIIIIIIIIt1IIlIt1111111tI1111I11111111IIlllllllllllltllllllllltll
RESIDENTIAL Altach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permil for new construclion,
� Minimum len(10)working days after submitlal dale. Required onsile,Construction Plans,Slortnwaler Plans wl Silt Fence inslalled,
Sanitary Facilities 8 1 dumpsler,Sile Work Permit for subdivisions/large projecls
COMMERCIAL Attach(3)complele sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum len(10)working days a(ler submiltal dale. Required onsite,Construction Plans,Stormwater Plans w/Siit Fence installed,
Sani[ary Facilities&1 dumpster Site Work Permit for all new projects.AII commercial requirements must meet compliance
SIGN PERMIT Altach(2)sets of Engineered Plans.
•"'PROPERIY SURVEY required for all NEW construction.
.
Dlrectlons:•
Fill out application completely.
Owner 8 Conlractor sign back of applicalion,nolarized
If ove�$2500,a Notice of Commencement Is requlred. (A1C upgredes over$7500)
" Agenl(for the conlractor)or Power of Allomey(for the owner)would be someone with notarized lelter from owner aulhorizing same
OVER THE COUNTER PERMITTING (Fronl of Applicalion Only)
Reroofs if shingies Sewers Service Upgredes A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
5 �3 S g zs' 3:����
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 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 ail 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 limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WatedWastewaterTreatment.
- 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 aliowed in Flood Zone"V"unless expressly permitted. I
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a I
"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 Fiood 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. I
- 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 shali 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 N ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO MENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR �
�ubscribed and swom t (,or afti(�ed) ef e m�j this Subscribed and s orn t r ffi d)before lhis
�.b'/�by� cT�/!/q-l��/'e_ �iU/�[ ��Zo—/S by w�lX �DL �f�
Who islare �onall own lo e or has/have produced 'Who is/are perso ly know to e or s/have produced
as Ide tific ti a i nlif tion.
% d"��"A�`' ON#EE07614�}o ry Public s"`�""" , LINDA I� CU Nolary Public i
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' � XPIRES:MAY 08,2015 ;r` ',� MY CO
. a Cammission o:
'*:°;n on e roug � �
'°�,°;,,,,„�^�'"�Bonded through 1 st State Insurance
Name of Notary typed,printed or slamped Name of Not d,-pria6edor-st
- Garage Door Estimate & Proposal 1515 0
� ��a�s- � .
Gerege Doors,Repalrs and Openers - Pl1011@ I� � 3��'� 2
/
I NAME: PHONE: DESIGN CO ANT ESTIMATE DATE:
� ' u l�✓ �l3- �3�2 4�/! -CS
ADDRESS: OFFlCE/CELL INSTALL ADDRESS Tracking#
��/� 8 �'� �-.:
CITY STATE ZIP CUSTOMER EMAIL ADDRESS
� rCCS � . J�J� aZ
I/We,the wners ot e premises described above,herelnefter referted to es the"Purchasef'ofter 4o contract with Sears Garage Doors and IYs Authorized Contractors hereinafter referred to as the'Conhactor,to fumtsh,deliver,.
end arrange tor(nstellallon of ell materials neceasary to improve the premises lorated at the install address above.
�� � ���� ��
SIZE&QUANTITY MODEL
SIZE(1):� X �_G1TY: � ❑Sears 3000 �Premler 1000 �Wood Carriage House
SIZE(2�: X. QTY: ❑Sears 2000 �Premier 3000 ❑
SIZE(3): X QTY: Sears 1000' ❑Premter2000 • ❑
SIZE(4): X QTY: Notes:
Width Height
' � '� ���' • ' � � � •
�PANEL DESIGN: ❑Short Panel ❑Long Panel Flush Panel ❑Ribbed Panel �(Flush and Ribbed panel available in 3000 only)
COLOR: True White ❑Almond . 0 Sandtone 0 Brown` ❑Hunter Green' ❑Gray* (*3000 only)
DECORATIVE NO WINDOWS Giass Type: ❑Clear ❑Obscure �
INSERTS: ❑Cathedral ❑Cascade ❑Pralrie - I
❑$tockton �Sunray 0 Full Sunray 0 Waterford �Wagon Wheel ❑Moonllte(LP•Only)
Premier Base Design ❑a - ❑s ❑c ❑o ❑Te�ute sy�a�e ',
Top Section Design ❑sond arcn ❑Solid Square ❑Double Arch ❑Diamonds ❑�uad Arch ❑Plain ❑Ten Lite Arch
Decorative Hardware ❑Traditlonal Handles(included) ❑Strap Hinges(inclu d)
TRACK& ❑Std Lift(12"radlus) 0 15"radius Low Headroom(61/2"ext,9 5/8"torsion)
HARDWARE: ❑Low Headroom-FrontTorsion ❑Low Headroom-Rear Torsion ❑Extenslon Spring
LOCK: ❑No Lock Inslde Slide Lock(included) ❑Outside Keyed Lock(Sears Traditional) -
❑Lever Handle Keyed Lock(Sears Premier)
� ' � ���' •'
Craftsman Q�/: Rail Length: ❑7' ❑8'(Extension required)
Chain Drive-Model 53985: ❑1/2 np
Chain Drive=Model 53990: ❑3ia nP ❑Customer Furnished
Belt D►'IVe-Model 53914: ❑1/2 hp. ❑Reconnect existtng opener ❑Emergency Quick Release <
_ ..
QTY SIZE MODEL PRICE EACH .EXT. PRICE Notes&.S ecial Conditions:
f �x� ��� �if��j,1 �p� p '*Garage to be cleaned out 10'back from opening**
c
PAYMENT Amount$ � O�rf'�_
. - Subtotal: " ❑Check ID: ❑Cash
.•,;, . � -„� ,�. ,�,� -(Please Circle One)--------
, � ,. Sal2s Tax % L�Charge: �Visa MC Amex Discover i
• ... �•• �''�1"�� �
Total Project Cost•� � Accounc#•
Exp.dafe: Authorization code:
• ' - , • e 1 � �^
�
' ' ' ' Custome ig ture Date
� � �
, „ �� i
Customer Signature Date
THIS MESSAGE APPLIES TO DOOR TO•DOOR SALES ONLY:YOU THE PURCHASER(S)MAY CANCEL THIS-TRAPJSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE
THIRD BUSINESS DAY AFfER THE DATE OF THE TRANSACTION. SEE ACCO�VIPANYING NOTICE OF CANCELLATION FOR FURTHER EXPLANATION OF THIS RIGHT.
white:corporate file canary:branch file pink:buyer's file blue:buyer's file
16 G0.WNJ GAIV, fIG0.DURASA�E � �
RESIOENTIRL T�ROLLER LENTER HINGE ATTALHED 2'4200) � Y
BRACKET ATTACNEO V/C3) V/t4>1/1'x 3/1' p '
1/2'X 3/4•HE%HEPD SCREVS HEX HEAD SCREVS ��Gn EICTERi[m cKiN tiaoa 6 tssp) StOENTIAL TOP FIxTURE ATTAL�9iL8
24 GA E%TERIOR SKIN<120W C3 /<'�3/1'HE%HEAD SCREVS �
ADJUSTAHLE AIDE HRACI¢T �T
TTPLHEO V/C?J 1/4'%1/2' � ���ST� � ABLE SLIDE HRACKET ATTPGIE �
CARRIAGE B�TS/JID Pd1TS �'x 1/2'B�T NN➢MITs
•• e . �
� �
�� T IN �
S'01 N)�STEM R�L R ���l � � �
V/7/16'RETRfIffR FOR � �y � � �
IIDN-TMtENDED SHA�TS
� R' U � � �
TYPICAL TOP FIXTURE 1 TYPICAL DURASAFE CENTER HINGE/ �\ �~ ��pNpEp C� � C�
1 N.T.s. G �
Y INSULATION ` � ^�e
� s � 5 A� b
IIGA.OURASAFE Mq �� ""� �
END HINGE ATTALHED /�� [� �
V/(7J 1/4'x 3/4' �1 ° � �
18' 4 A 3.�p FffX HEAO SCREVS ryq � ^�U
STRIIT °f',� _,µ /1� �•
,r/ 2l' O 2'7-HALI STEEL 3'20G0.SiRUT ON ALTERNATINCi SELTI@1S TART NI Gt
�� � B��� B� / 1// O S'WIM STEM ROLLER VITH THE HO7TOM SECTION.ALL STRUTS ATTACHE➢
2y /� 1�� :� V/7/16'RETAWER FOR
� , NON-TF82EADED SHAFTS V�p>>�<�x 3/1'HE%XEAD SCREVS AT EACH STILE
ALL STRUTS ARE 3'
i 21' I�GA d1fiASHFE
g.p. 1� : ' :� ROLLER CNiRIER ATTIICHED
V/(2)1/�'x 3/�'
7'0' � F�%HEAD SCREVS
ig� 3 I z�' TYPICAL DURASAFE END HINGE �
N.T.S. STEP/LI�T NFNOLES PTT�qgD
� : V//2)1/1-20%]7/B tl300 L 1330)
vicz�v�-za z e vz azaa�
-7 � emrs awn v�x eo NuTs
1e�I•,��' 2 � 5 zl'ie i"• �3 cn.earTm,sw�,
13 W BQTT@I BRALI�T ATTACHE➢V/GU 1/4•%3/4•
ATTALYffD V/(�1/1'X 3/4• {�7�l�pp SCREys.
A 9 Iffl(I�AD SCREVS
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48' R LONT.ALUM ExTRUS10N
' o•p V/CONT.VINYL ASTRAGAL AEY DLD0�1'RSQ13.�SON$ DA1E BY
8 •o�
sccTr��c�exr SECTION HQCd1T SECTION A-A (SIDE VIEWI
2'7-BALL s7EEL N.T.S.
STRUT SPACING STRUT SPACING 3'CMIW STEM ROLLER MA%SIZE
INSIDE ELEVATION �„�+?T��A�n s„a�isR s'x ia• ,,.••••
.,.��••�.
N.T.S. �� f�lE7(I/F�AD SC/REVS D+228 PSFS •••'•
TYPICAL BOTTOM BRACKET/C\ -289 P5. • � ••••' G•
N.T.S. J �:• - �'•�-` ':
lEST LO�DS No.40578 , �'n
(i)she'oia:i-s/s• a•eocn. • . •
STRUT +34.2 PSF �*: 1�0$/��
LAC BOLT ATTAq7m TO JAYB -40.4 PSF � �
AT EA JA4B BRACNET +"1�P MWLDINC � �
W/�B��'� STRUT CLIP 'Q 9TMATE�'OF�,•
(91PPIlED BY INSTALLFR) 20 CA.CALK S7EEl •i-/Q,•,����y�yy�`
ao sntE �^ �� �
TYPICAL TOP STRUT ATTACHMENT i1 •��••�'"�V►yql••• �L•'••
N.T.S. `t ......
1HE METHOD OF lESTING WAS IN SUBSTANIIAL CONFORMANCE WIiH 1HE �
PROCEDURE DESCRIBED IN DASMA 108.THE PRESSURES SHOWN ON iHE
DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH 1HE FOLLOWING 167 GRRIRGE COURi VINSTmI-SN.EM,NC z�,��,�R�oN
z•rani�srea MODEL �1500 STRATFORD 3000
s•a,ro sTeH a��re PARAMEiERS 5 FEET OF DOOR WID1H IN THE END ZONE, ROOf AT ANY SLOPE:
V/7/16•RETAINER FOR MODEL �1200 HERITAGE 3000
rmrrTwiennen sw�rrs MODEL �1550 OAK SUMMTT 3000
z•cwv sTm m�a Na z on e°�j WIND SPEED (MPH) 155 141 134 128 122
m�ac�acr+ess.os+• TRACK MOUNTING DETAIL � SHORT, LONG, FLUSH & oAK SUMLSIT PANEIS
�• EXPOSURE LEVEL B C C D D �uan+er IER OAIE m/mhs owtre+cr,v�tt
MEAN ROOF HEIGHT 30' 15' 25' 15' 25' B a[aanar oAh IRC-1509-120-15
4�EET I OF 3
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❑PTI❑NAL SHQRT AND LONG PANEL GLAZING LAYDUTS
GLAZIN�MEETS ASTM E139D-0-0
STRU7 LAY�UT BASED aN 7`TALL D�QR<LAY�U7S MAY VARY DEPENDING�N DOaR NEIGHT>
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TQP SECTt�N TL7P SECTION
,�. ......... ..... —. ... ..........
'""""' , � , . �.�,���...�""" ��NG PPNEL GLAZING FASTENER DETAIL
'�� SN�R7 PANEL GLAIING FASTENER DETAIL µT�
: %//�////, : : %//1//// : . �/ . %/ . '//� %/� . ,. �zs.
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INTERMEOIA�' SECi10N SNT RM ntpT � -TrON
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GI.AZING OPTION CROSS SECTION
GLAZING NOT AVAILAHLE IN WIND-HORNE DEBRIS REGION
Omdrerc 1dlI�6 FR1JE �t1�SftApCS AT THtS IOCAtiON
�imi U5!£ROIECi�N tPIlpW.Dcca PI�Ri5 wl t4)Vt--2o iw�.ac�ucE ea�s&uuts
B➢IIN PRO7ECIIUi gdlRE 1D JldtB MAtH(J}5/18'DLl x i-5/8'
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TABLE 2 `� °`�°�� °A7E �
� „o��x j��, ACHMEM' SPLICE
DOqR 1RP�CK ATT
P t2 CA.CALY.57f0. ..""". .-... MAX SIZE
ut tr�n s�es HEI�tiT A B C D E S „„,,;
dAU9 BttAacEiS 9'x 14' . . ,
AT E1A1�f flU1f itIXLtD 8�E s AttncnEO wt{iy�/s"-2a •'"
SECTION B—B �'t�� m�«�uce ear e wur 6� �0" 38" 76" oESCw�onas �"� ;
�_E +228 PSF ���"�•.•�••�,y.�, .
T 8" 10" 38" 82" -zes rsv �«�!!:*"p�"�F•:�•
8' 30" 38" 88" ��ot�ns • �:. No.ass� ;
s 8,6�� 10" 38" "66" 94" ±o.a P�sc �"' 1 b�Og�,�O��
" 9' 10" 38" 66" 100.' ' �'��oF' .
9'6" 10" 38" 6fi" 948„ qt)At4p'.
10' 10" 38" 66" 112" :��N��+:
IRACK CONFlWRATION FOR 6'8'UP TO 14'TALL DOORS(SEE TA9LE 2) ••��` "'���
10'6" 10" 38" 66" 94" 118" ` "
�_,aC_(YFlCATIONS AND NO7ES .•• 1'I� �0" ,3��• 6��� �•� j2�„ ��K���1I'�
11'6" 10" 38" 66" 94" ' 130"
1.DOORS AND HARDWARE WILL BE DESIGNED, MANUFAC7URED iN�ltioR OF GnR�ce 12' 10" 38" 66" 94" 136"
AND INSTALLED WITN S7ANDARDS AS SET FQRTH BY DASMA.
2.OOOR SECiIONS SHALL BE 27 Gh MIN.{.Qi6")IH7ERIOR AHD EXTERIOft =�AX Ynotti 9'0" — 12'8" 10° $8" B6" $4" 142" is9 ovauM[Cmrar nxssca+-sucw n�c. envs vwaw,w�oi
ROLLED FORMEO LIGHT C6MMERGAI.QUAUTY 1$� �0�� 38° 66" 94° ��° �48° MODEL �1500 STRl1TFORD 3000
3.DOORS uP70 7'0' HIGH CONSl57 OF(a)sEC110NS As SHOWN. MODEL �1200 HERITAGE 3000
4.DOORS UPTO Bb�HIGH CONSIST OF(5)SECTONS AS SHOWN. �3'B" 10" 38" 66" 94" 122"' 154" , MODEL �¢3550 oAK SUMMIT 3U0o
5.SUPPORiiNG STRUCIURAL ELEMENTS 5HALL BE DES)GNED �'�'uB�Ey���� 14' '1Q" 38° BS" 84" 122° 164" SAORT, LONG, FLUS}I & OAX SUMMIT PANEIS
BY A REGIStREO PR6FESSIONAL ENGINEER FOR WIND 1OA05 +�o2s CeS/Fi �No�_
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WITH SYP OR SPF N0. 2 OR BETTER ONLY � p��pgy p�h IRC-1509-120-15
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TABLE 1
Section Center Stile Location Max Design Loads
Pane!Type �Measuted fram Left Edge) Allowed
Width 1st in 2nd m P�g�fitie Negititie
�ft) � } � } (pSF) (PSF)
6'Q Short 24.406 47.594 34.2 40.3
&'Q Oak Summi 24.644". 47.357 34.2 4Q.3
7'0 Short 29.200 54.800 29.3 34.5
'7'0`Qak Summi 29.144 54.857 29.3 ' 34.5 '
7'2 Short 30.2�Q 55.804 28.6 33.7
7'2 Oak Sammi 29.894 5B.107 28.6.,. 93.7
7'4 Short 31.200 56.$00 27.9 33.0
7'4 Qak Summi ' 30.644 57.357 . 27.8 :"33.4"..
7'6 Short 32.2fl4 ' S7.$06 27.3 82.2 =
7'8 Long` A5.000 , - ' 27.3 32.2 ' �
T 8 Oak Summi 45.000 ' ' 27.3 32.2 � �
7'8 ShoR 32.204 6d.QOQ 26.7 31.5 � � � � �
0
7'8 l.ong 46.000 26.7 31.5 A
. 7'8 Oak Summi A6A00 26.'7 31,5
7'10 Shod 33.00Q 61.004 26.1 30.9
7'10 Long 47.000, 26.1 30.9
7'10 Oak Summi 47.000, � 26.1 30.8
$'� Shott 48.Q00 25.6 3Q.2 AvNUS�m,�a coxfl.u.u�ro.vs
8'0 Eong . 45:000 . . 25.6 30.2 "�
9 8'0. Oak Summi : 48.0�0 25.6 30.2
8'2 Short 49.000 25.1 29.6
$,2 �ong ,�q� 2�,� Zg,� , WOQD JAMB ATTACNMENT TQ STRUCTURE ,�,v e�aso��s n�� e�
B'2;Oak Summi � , 49.000.. ' .`,�5.� Z9.6 �j��ERTICAL �qMB ATTACFIMENT TO M��O FRAME STRUCTURE
8�4 $h01'� 5�.000 24.6 29.0 5/16'%3'LAG SCREVS STARTING 6'FR�H ENDS THEN 24'O,C.(1 1/2'EMBEDMEN7)
?X 6 VERTIGA�_�AMB hT7({CHHE�T Tt7?.D00 PCI .pN R�T �1A1C SIZE �;:.••+
, $'r} {,6�g SQ.QpQ ' � `Z4.6 28.6 HtITI KVIK BO�T 3!8'X 4'STAR7INfi 6`FROH ENDS TNEN 24`O.C.C2 7/2'EMHEDMENT) 9'x 14' •' �
8�4� 081C,�'fUfi7fC11 50.000, 24.6 �9,0 HSITI SLEEVE ANCtiQR 3/8'7C 2-3/4'STARTING 6'FROM ENDS THEN 24'Q.C.<i i/4'EMBEDNEM) �"'� ,
ITV/RAMSET REDHE(+D<TRU-HOLT)3/8"%4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMHEDMENT? pEgc��OADS
$�� $h01'� 51.000 24.� 28.4 ?%6 VERTiGAL �AMB AT7'ACHMENT TL7 HO OW -90 H�K +228 PSF I/�+���••• '
l4R 51:Q00 24.7 '28:4 SIMPSON 1/4'X 3'T1TEN SCREVS STARTING 6'FR�H ENDS,USE PAIRS dP FASTfNERS -26.9 PSF N �' No��•�
a�8 9 C3'APARA AT 24'O.C.Ci 1l2'EMHEDMENT> := + •
�'B Qak Summi " b1.040�- ., � .24.1 2$.� MITI 3/d`X 2-3/d'KVIK-C�N IS+SCREVS STpRTING 6`FRtIM ENDS.US£PAIRS�F '(E57 tpApS '.�., .��OOI'
FASTEN�RS C3'APARA A7 2�'O.C.Ci 1/4'EMBEDMEND +34.2 7� . b ���
8�� $flql't �Z.�00 23.6 Z�.J -40.4 PSF � 8TA'TE OF .•
8�� , LOfIQ 52.000' 23:6 27.9. ?%R VERTICAL�JAMB ATTACHMENT T�CROUTED C-90 HLOCK(2000 PSt GRDUT) p,,,�,,��
HILTI SLEEVE ANCH�R 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24"O.C.tl 1/4' �;���.SbASI�'�'�
$'$'.OBY.'SUtlliiil r3Z.�(IO, . Z3.Ei, Z7.$ . EFtBEDMENT}SOR.USE FASTENERS F6R tI0LL0V C-4D BLOClO
B�'IO SI1Qf'� 53.000 Z3.2 ZZ4 �LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. •�F���•
' S'10 � Long S3.00O'� P3.Z � °YZ$� �PREPARATI�N OF V00D JAMBS BY OTHERS ��
8'1Q Oak Summt 53,OOD ' 23:2 27•4 vonn coNCREfe tm�tov�oc ry�%/
STRUCNRE STRt7CTURE STRUCTURE ��TED B�QC y���'�V"
9'0 Short 54.000 22.8 2&.9 z STRUCTIIRE �'
9'0 Long , `54.000 22.8 26.9 . q
9'Q,_Oak'Summi 54.Q00 , ' 22.8 26:9 = S63 CAItRIRGE CMR YINSTON-SN2M.ru, enos wvn�nnaxm+
W M4DSL �1506 STRATFORD 30p4
��� �_ � MODEL �¢1200 HERITAGE 3000
v'2�wiN 2-a'ia•MiN i-vz•hlN 4' MODEL �1550 OAK 8LIMMIT 8000
2x6�ana �JIOR7', (ANG, FLUSH & OAI{SUI�LHIT PANIIS
TYP. 3'MSN
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