HomeMy WebLinkAbout15-16358 l�
� � CITY OF ZEPHYRHILLS �
5335-8TH STREET
(813)780-0020 16358
BUILDING PERP�IIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16358 Address: 7220 HIGHLAND LOOP
, 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: OAK RUN
Est. Value: Parcel Number: 34-25-21-0100-00000-0120
Improv. Cost: 1,321.58 OWNER INFORMATION
Date Issued: 6/15/2015 Name: RICH ELLIS W & MILDRED
Total Fees: 67.50 Address: 7220 HIGHLAND LOOP
Amount Paid: 67.50 ZEPHYRHILLS FL 33541-4261
Date Paid: 6/15/2015 Phone: 813-838-0148
Work Desc: INSTALL SLIDER S/S
CONTRACTOR S APPLICATION FEES
LOWE'S HOME CENTERS I BUILDING FEE 67.50
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB M SC 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: 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) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site fi) 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 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 BEFO C.O.
CONTRACTOR S G ATURE 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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' ; Bullding Dopartment
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DaitEi Received �p �� � Ph�one.Contact i.or Parmittin �f-3 26q .. RqG�
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Ovurier's Plame _�� �~ 5 1�1 C � Owner Phone Number S � 3 '�3� —O��S
Ow�rior's�4ddres�C?�.�Q �'i���A G� L.P � Ownar Phone Number C �
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Fee�:9lmple Titletiold�av�lamo C; _ � Owner Phone Number �
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FeEi:timple Tltlehold�r�►ddr�as C__ _� �
JOIB ADDRESS [��•2� �����+f!���/ L� �-L'P�"2Y�'i l/S FL 3 3 5�Y/ LOT# [�
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SUIB!)IVI:iION CIgArL �Kn� ;__ i _, PAR�ELID#� _�
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wc�Ftac PFtOROSE:O rvew�coNSTa ADD/ALT 0 SIGN [� 0 DEMOLISH
B �IN:iT�ALL E� REPAIR
PR��F�OS�D.U8� C] �SFFt �] COMM � OTHER �
', TYPE OF CON8TRUGVIUN [�] �BLC) K �] FRAME �� STEEL Q —�
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DE:SCRIPTION OIF W�)RIC �P'jA I SP�diN} Cf c9o,2 Gni r'T S;22�Si�.� �L 1/(o�F(o� (
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I BUIIL.nIN<i SIZE C__ FUOI'AGE HEI(3HT ��
[Ii7R:R�3Y-�7Si�FFL �
r UILDINO $ /3 '� � LUATI()N OF TOTAL CONSTRUCTION
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�_�ELECTRICP�L $ ! AMP SERVICE 0 PROGRESS ENERGY �] W,R,E.C,
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I ��PLUMBING �
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��MECHANICAL $ ! j VALUATION OF MECHANICAL INSTALLATION . l�cJ
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��GAS Q IROt7�FING �] SPEt;IALTY � OTHER
FINI:iHED FLOOR ELl=Vf1TIONS �— FLOOD ZONE AREA �YES N()
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BUIL.pER i ` I;OMPAPIY ��4J�6S l�OM'�, ��,N r'e2�r,��� A6�. �]
51GNATURE ___ � J, f2EGISTERED Y/ N FEE CURRE� T�/
� Address �b �p� �� �/I�,`'��J �/=��A ��c� � :3�-�37"�' Llcense# �.�roC, � S�� �� �' 1 �,�
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� ELE:f;TRICIAN � COMPANY �
51GNATURE __ ,.�__ FtE�ISTERED Y/ N FEE CURRE� Y/N
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Address __ ' � _ � Llcense# � �
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LIIIYIBER I : f.OMPANY —]
, �IGNATUVZE ___ i i F2EOISTERED Y/ N FEE CURRL� Y/N
Address �� j��. _ � License# C ]
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'� HE�3k1ANICAL � ; 1',OMPAIVY
51GNATUVtE r � REGISTERED Y/ N FEE CURRE� Y/N
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I llddress �� I ' � License# C ]
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�TI�I�R �s � � ^ i 1;OMPAPIY
31GMATU�tE ;_ I � ftEGISTERED Y/ N FEE CURRE� Y/N
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Address �� � I ; � License# C �,]
E I�EN FIA��AtH ch 2)Plot Pians; 2 se s o_B Ilding Plan�+set of Energy Forms; ���
( ( � I (1) R-O-W Permit for new constructlon,
—Minimum te�r (:10)worki�r g dtiys after submitta date. R9qulred onsite,Constructlon Plans,Stormwater Plans w/Silt Fence Installed,
Sanitaiy,FaclllUes&1 d,limp��er,Site Work Rermit for subdivlslons/large.proJects � -�
:OINMERCIAL Att�ich(3)complete setsr of I:! ilding Plarns plus a Life Safety Page;(1)set of Energy Forms. R-O-VV Pertnit for new construction.
Mlnimum ton(10)workirig d�i's after submittal date, Requlred onsite,ConstrucUon Plans, Stormwater Plans w/Sllt Fence Installed,
Sanitaiy Facilitles 8 1 d,hmp5 er,Site Work Permit for all new pro)ects,All commerclal requirements must meet compll�nce
31GM PERMIT Attaich(2)sets of Engin��ered Plans. ;
"""PROPERTY SURVF�Y ro uired for all NEW construcdon,
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)Ire�c2lone�: . �
FIII out applicatlon completely, ;
Ovmer&Contractor s�ign back of appllS;atior�I notarized '
II If ovF�r 52500,a Motice of CommencEimen�Is requlred. (�UC upgrades ovor 57500)
'• Agent(for the contrac;tor)or Power of E�ttomI'ey(for the awnet)would be someone with notarized letter from owner authorizing same
7VEzF�THI:COUN7ER�EiRMITTING ;(Frorit of Applicatlon Only)
�erc�ofs if shingles Saswers Servlce U grades A/C i Fences(PIoUSurvey/Footage)
Drlveways-Not ovor i�ounter if on public ro dways.,neE�ds ROW
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NOTiGE QF DEED R�STRICT#QNS: The underslgned understands#hat tt�is permit m y be� subJect to"deE;d" restrictions"
which may be moce restrletive than Caun'ty regulations: The undar•signed assumes re pon�ibflity for campl(��nce wlth any
appl4cable deed restrictions. � �
UNLIGENSED CONT�t�4CTORS AND CONTRACTf.3R RE�PONSi81LiTiE;>: If the �wr�Ier has hired o� t;ontractor or
contrac#brs to underfake work, fhey may be required ta be I(censed In accardance wif sfal:e and�foca4 regu#�tions. !f the
confracfor is not ficensed as requ3red by law, both the owrter and contractor may be rlte� #or a mfsderne,�nar vlolatlon
under state law, !f the owner nr intended contractor are uncerkaln as to wh��t liosnsi � r�iquirem�nts meay �pply for the
intended work, �hey are advised to contaot the Pasco County Building Insp.ectlon Dfvisi�n--�Licensing Seatlon at 727-847-
8009, Furtherrnore, if the owne� has hired a contractor or contracfors,. hei Is advlsbd t�o have fhe confracEor(s) sign
po�tlons of the °contractor Black" of this app((caffon for wh(ch they wili be:re;aponslble� If yau, as the ownE3r sign as the '
cantractor, fhat may be an (ndication that he is no# properiy lieensed and ls not enti#I d to�permitting prfv)i��aes in Pasca
County, � ' '
TRANSPOR'TA'TtON iMPACTlI�T#LfT1ES IMPACT AND RESQURCE RECQWERY FE ;:i: lThe underslgn�ed understands
that 7ransportatlon lmpact Fee� at�d Recourse Recovery Fees may apply;to the const ��ct3�n of new bulldfngs, change af
use Ir� exfsting build{ngs, or expanslon of existing bulldings, as specifled in F�asco Co�nty�Ordinanee nurnt��r l39-p7 and
90-07, as amended, The underslgned also understands, that such fees, as may be tae, �il( be idenfified G�t the fime of
permitting, It i:� furkher understaod that Transpo�tation (mpact Feee� and Re.rource R r,ov+�ry Fees must bfa paid prior to
receiving a "ceitiflcate of occupancy" or final pawer release, if fhe pro}ecE dtaes nat i voiv�e a certificate crf cyccupancy or
i finai power reiease, the fees mast be pald prlar fo perml# Issuance, Further�more, it as�o County Waterl�ew4r lmpact
fees are due, thay must be paici prior to permlt lssuance In accordance�wlth applicable asc#o Counky ordlnar�ces.
CONSTRUCTI�N L.IEN�LAW�ChapteF 713r Florlda Statutes, as amend'edy: !f valu tlon Cof wnrk is $2,51�0,00 or mor�,, I
; cerkify that I, the applicant, have been provlded with a oopy of the u�lorida Can�truc�tlon Lien Law�—Fiomeowner`s
; Proteot(on Guide" prepared by the Florida Department of Agriculture and�Consumer ff�ir�s. If fhe applloaiit Is someone
other than the"owner", ( certify that I have obfain�ed a copy of the above described do um�?nt and promise in goc�d faith to
; deliver it fa fhe Nawner" prior to commencement. '
; CONTRACTOR'S1aV1INER'S 1lFFtDAVlT: f certlfy that ali the informafiori In thfs appi c�ltic;�n Is accurate ��nd that a!f work
wili�be done in compiiance witt� a41 appllcabfe laws regula#ing constructlon, zaning an lar�d develapment. ,AppAcat(on (s
� hereby made to abtaln a permlt to do work and lnstallatlon as .Endlcated. I cert! that no work or In:staUation has
commenced prior to lssuance of a permlt and that all work will b�3 pertormed to m ��t s�tandards of all I�iws regulating
canstruction, County and City codes, zaning regulafions, and land development re �ialat�ons in fhe juri;sd(cflan. i also
certify that I understand that the regulatians of otiier government agencies may apply Qa f(�te inferided work, and thaf it is
my responsibC(ity fo identify what actions i must take ta be in compll�nce, Such agenci s iriclude buf are no#limited to:
- Depar#ment of Environmental Pratection-Cypress Bayl�eads,,Wetiand Ar,eas�and Environmean#�Ily Sens!#!ve
Lands, WaterNVastewater Treatmsnt.
- SouthwesE F#orfda Waker Management Dist�ict-Wells, Cypress Ba Ert�a�s, Wetland ,Al�Eaas, Altering
, Watercourses. � ,
- Army Corps of Engineers-Seawa(Is, Docks, Navigable Waferway�3, i
- Department of Healfh & Rehabiiitafive Services/Environmental Health nit-,�JIlells, Wastewat�r �"reatmenf,
Septic Tanks. � j
- L1S Environmentai Pratectfon Agency-Asbestos abatement.
' • Federai.Avla#ion Aukhorlty-Runways. � •
4 understar�d that the fo4lowing restrictlons apply to the use of flll:� i
- Use of fill Is nat allowed in Flood Zone "V" unless expressly permitted, � `
- If the flfl material �s to be used In Flood Zone "A", it is understood �hat 'a drainage plan addressinca a
"compensa#ing vo(ume" wiil be submltted af fimo of permifting which is p�rep�red by a profe;isls�nal engineer
iiaensed by the State of Florida.
- if th� fili materEal is ta be used fn Fiood Zane "A" !n connectic►n with a ��;rr;�iitted buliding u�aCng stem wal!
canstruction, I certi#y that fl!!wlll be used only to flll the s�rea wlkh(n the ste wa�ll.
• If fill materlal !s to be used !n any area, l certify that use; oi` such flll w(II; nat adverse(y aifect adjacenf
properties. !f use of ffll is found to adversely affecf adjacent'prc�pert(es, t�� �wner may be'c(fe:d for violating.
the oondltlons of fhe bu(Iding permit issued unde� the attaahed permit a�plic�fian, for lots leESS fFran one {1}
acre whlch are elevated by fiil, an engineered drainage plan is cequEred. �
If I am the AGENT FQR TWE OWNER, ! pram3se in good fa(fh to Infarm the�wner of tl�� ���erm►tting eonditicros set forth In
this afiidavit prlor to commenc(ng canstructlon. I understand that a separate permit ��ay;be requlred for e�lectrlcal wark,
plumb#ng, slgns, wells, pools, alr conditioning, gas, or other installations n�t specifi allyi included in the� ,�ppiication. A
permik issued shal! be construed to be a Ilcense to proceed wifh the work and nat as �ufi'iority to,vio(afe, cancel, alter, or
set aside any provisions of the fechnical codes, nar shail issuance of a permif prevan the�Buliding Officiai 1`rom thereafter
requlring a correction of errors in plans, consfruction or violations af any cod�s. Every pet;mif issued�sheli t>�come invalld
unless the wark aufhorized by such permit is cammenced wlthln slx month� ofi perm�t I�s,uanc�, ar tf work�utharfzed by
the permlt is suspended or ab�ndoned for a period of slx{8) months afterth9� time #he worEk is commenced. An Qxtenslon
may be requssted, !n writing, fro►n the Building.Offlcla! for a perlosi not to exceed nihety I(9q) days and wlll demonstrate
lustifiable cause far the extension, If work ceases for ninety(90)consecutive days, th Jc�b!is cons(dered �ibandaned.
WARNING TO OUVNER: Yt3UR �AiLURE TU RECORD A NOTICE OF f:C1MMENt.i�{�iENT MAY RES�LT iN YQUR
PA�'ING'i'WiCE FOR fMF'RmVEMEMTS TO Y�UR PRpPERTY. PF YOU !�'�END T �1�3TAIN;FtNAN6EN�, �ONSE!!T
� WITN YOUR t�ENDER t�R AN A7TQRNEY BEFOR� REGL1RDfNt�YQUR�I+It7T{GE� F 40MM�NG�[VIENIY-
! Fl.ORIDA JURAT(F.S,117.03} '
OWNER OR AG�Nfi. CONTRACTOR � � ,,,__.�._,
���� ,'�" � .�'
Subscribed and sworn to(or af�rmedj before ma th{s Subscrlbed and arn o(or affi�me�)befare me s -
by , by I __,.._.,,
Who islare personally known fo me ar haslhave produced Wha Islare personaliy known to me ��•ha�stttave prodtrced
as kisn8flcadon. ; �s Identiflcatlon,
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�_ No#ary Publfc _ _(Vofary Pubiic
Cammisslan Na. Cammisslon No. ���_,_. _
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Name of Notary typed,printed or stamped Name of Notary typed,printed'ar st mpe�l �
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: (�tl�.-� /���
Date Received: � ��—L�
Site: �Zp /��
Permit Type: �����r� S'` S
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the pernut and/or plans. ,
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ll-� /
Kalvin Switzer-P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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STO►f�E COPY °
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��,k ItvSTAL�.A�'i�N 5Er�VICE� �USTQMER COfVTFiAC�'-��O1Ru-I�1TlEXTlp6�,T3Q ^�VJ4 �
� �" �OtI�E'S OF ZEPHYRMILLS, �L,STORE# i854 S70RE PHQNE:{$13)838-9000 '
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921 GALL BOULEVARD SALESPERSON:ROB�RT FATZlNrER �
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Document Print Qate:05/30/2015 �`^
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This is oniy a Quote for the merchandise and sesvices printed below.This becomes an agreement upon payment and issaan�e of a Lo�ve's receipt,upon which the entire agree-
rnent, i�cludi�g i�e speci�icaily compieted pages af tnis aacument, the 7erms and Condtions included with this documenk, the�n�!?�ab!p �e:��4n;s; cf!�::��'s .>�c�8p., a:;:a,y �
� oiher ac':denaa or atta�hments t�ereto,shall be re�erred to herein as ihis"Cantract'
DLEASF RE,'a!�T�IS��vTiRE DOGi.iiV�EiVT',iiVCL.UD1i�G i'rir-,:�=F3lv:S�4FID C0��11'tG't�:S," S�FG1�E SiG�v��'y'G.
�owe's Rsgistration v�Con#ractar�icense Number/Lowe's C4�t��cto�u�tt*e �
� F3orida Gantractor l�icense Number GGC�54$417
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Customer�tame Fiorr3e Phane
� ELLIS RICH 813-838-t�148 �
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GUStamer Address C7ther Phone o
` � 7220 HIGHLAND LOOP �
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City State!Pravince Zip t Postal Code �
� ZEPHYRHILl.S FL 33541 "'
lnsFallatian Address �
-�- 7220 HlGf-iLAND LQOP W
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� Instatlation City tnsta(latian StatelProvince lnstal[ation ZiplPpsta�Cade m
zEPHYRH[LLS Fl. 33541 0
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ML�RCNs4NDl�E �H� �N��ALi.A�"lO�f �(�MNIA�Y �
MERCHANDISE SUMMARY
336594: NA: SOS : SOS ATRIUM BBG PATIO D04R :312 2 LlTE PATIO (70 3/4-IN W X 791/2-IN Hj ;ATRlUM WINDOWS-QTY 1
2a9626: 02�18 : STK: PVC LATi'iCE 8-FT: PVC LATTICE 8-FT: EAST COAST MiLLWORK DISTRiBUTi -Q1Y 1
� Materials Price � � $ 804_58�
eNCT�i e n-�-�nni n�c�rqi�or�nr,s
�.• r-\��Y�• ✓�-+ V� �� 1�VI'�1
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� � St�;S:cr��S: SCS �oor i ype : Patio � ,�,
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' SfOfB j854 Pr0J8�f NO.$4322�aoR fn!'�i i le nirl-;
Naae i oi 7
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STORE COPY �
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Select Location : Back �oo; CPIl� +nio,, „r- �� �.. '
ti..,..,C, J: �C�� . 5,1�1��y �
Number of Doors to Instaii : 1 Side Lights or Transoms : No 0
Hidden Damage Description : None NUfTIb@r pf aririiti�n�f hnlag h��A�f�.���ass��i�s : ^d���2 � �
f Inetµil C�.^.;u��Z�^`..J FA...e7.... u.....a...,..._ . n�_ _a
.. ���..�.��� 1 ICl1UYVQ(C . IVU Leaa Saie l�ractices : No � ,,�
� Total Linear Feet of�ustom Trim to be Installed : 0 Deliver poor:Yes �
�
Customer Understands Scope of the Project: Yes Permit Required :Yes
Who Will Obtain ?ermit:Third Pariy Permit Fee :Yes ' [
� Additionai iNiles Traveled over 20:0 Bring Up To Code Description : None
Local Disposal Fee:Yes Describe Other Work Needed: None
Comments: No Comment
��h�:' ��:�:'y S � JJL.VU
� Detail Deduction -$ 35.Q0
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_ Additional Speci#ications: -a
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Notation: Lowe's will not maEce structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- �
erty is governed by Historic District Regulations_ �
Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovafe Right: Important Lead Hazard Information for Familes, �
Child Care Providers and Schools. By signing ihis Contract, Customer acknowledges having received a copy of this pamphlet before work began informing �'''
Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. w
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PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photograghs of the Premises where In- o
stallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocabfy grants to Lowe's all right, title, interest in �
and to the photographs for use in all maricets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in �
print and/or electronically, a�d agrees thai Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publi- �
city, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. [Customer to initiaf to the left].
NOTICE TO CUSTOMER - PRICE CALCULATIONS: In ordsr to properly perform the installation of certain Goods, the Contract Price may include more
Goods than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump-sum Price stated in
this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste}, which rnay exceed the actual square
footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing
this Contract belo�v, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded
once the Instalfation Services are performed.. I
f NOTICE OF ARBITRATION AGREEMEfVT
i This Contract provi�ies tnat ?i��laimc h���,��fnmor�r��y�o's �Y:�f! �a icSvivcu �y 8���1vG A�oi i�A i iviV. Cus4omer ana �owe�s Givt ut�Ti-it RiGHT l°O GO I
� TO COURT to enforce this Contract {EXCEPT for matters that may be taken to SMALL CLAIMS COlJRT1. Lowe's and Custome!'s ��ghts U:i!! bA����C^��n°� by
� a i�EiJ i RAL AR31 I RATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAfR HEARING. But the arbitration procedures are SIMPLER AND �
°�!O°E �!MlTE� T�-;A�� ��L�S APrLiCHSLE iiv i3Oi.ir�T. Arbiirator decisions are as enforceable as any court order and are subject to VERY LIMITED RE-
' VIEW BY A COURT. FOR MORE DETAiLS: Review the section titled ARBITRATiON AGREEMENT, WAfVER OF JURY TRIAL AND l�lAl�,/FR pF Ci ncc qC- 1 �
t ;;�iv AuJuuiCHTiOiV iounci in fhe 7erms and Conditions oi this Contract. � �,,�
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I -f�]`I"sQl �:1-l�I��FC C1F �1 ! !1!!�Ila�l..Ze►�e�r�[c� e�eeen ecoaser��c I �
o ,�z.—�.. .o.�o av,so ir�ooa,rov` rrovv v�rxvov`J •yifiere8ppliCable I
SUB-TOTAL $ 1321.5
'i
*TAX � $ 0.0
v��•::��°.� � v val�
ORs"iiE�i T��AL. $'32�.5
BALANCE DUE
n
^ �i✓/��n �i�to�l
Work is to commence upon reasonable availablity of Contractor which is anticipated to be [fill in date].
00 .�1' ,
°o Estimated completion date is_ W�7�^f'� '»?���.f [fill in date].
o�
�
M
M NOTICE TO CUSTOMER
� -
00 A!f items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
� ' on this contract forrn.This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
� necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
� er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT_ BY SIGNING
o BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, LJNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
� THlS CONTRACT. YOU ARE ENTITLED TO A COPY OF 7HIS CONTRACT AT THE TIME OF SIGNA7URE.
^ NOTICE TO OWNER:-ACCORDING TO FLORlDA'S CONSTRUCTlON L[EN LAW (SECTIONS 713.001- 713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
rNiu ini Fii�� i-iAV� A �IGHT TO ENFORCE THEIR CLAtM FOR PAYMENT AGAINST YQUR PROPERTY. THIS CLA[M IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
TRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYNfENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTR�ICTOR IN FULL. IF
YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL T4 PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES TFiAT vnt�R �nNTRn�TnR n�R � ����p�TR�,�-rpq n,�Qy u�,n,��� G��i Gn TQ oqv, �rn I
,� IPRD��CT YOURSELF, YOU SHOULD ST[PULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
C�NTRACTOR IS REQUIRED TO PRoV1nF vc��� wiTN n vuRirrFr� R�i�Qc� �c �;�� rqn;�n ��,y o�o�n": �q ��;�;-
� I PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTI9N LIE�I i�AW I� �QfUfPL�Xs � '
� � AND 17 IS RECOMMENDED THAT YOU CONSULT,AN ATTORNEY. �
� I WITNESS OUR HAND(S) AND SEAL(S) BELOW 7HIS �o� DAY OF ,� I �
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rrt ��o� Enir�� Sidelight Transum Siroing Slider interior ot 51ab Comme�ri UVidth Height �,'�/+dth Ffeight p
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. �
Product Approval
TJaEF.: Public User
I'roduct Apt�roval Menu> Product or Application Search> Application List> Ag�piication De:tail
FL # FL 11646-RS �
Application Type Revision � �r/�'1 �"'
Code Version 2010 �QR'' �'-�'
Application Stat:us Approved
*Approved by DBPR. Approvals by DBPR shall be
reviewed and ratified by the POC and/or the
Commission if necessary.
Comments
Archived _ I
Product Manufacturer Atrium Companies Inc,
Address/Phone/:Email 300 Welcome Center Blvd.
Welcome,NC 27374
(336) 731-9550
tbatten@atriumwindows,com
Authorized Signature Jason Seals �
jason.seals@atrium.com �1������
� �
��,�'1'��lc��r�
Technical Representative Jason Seals �9 d`
�C� l�����'o
Address/Phone/l�mail 9001 Ambassador Row `�cotr�t���t�
Dallas, TX 75247 � �
� � � t�,�
s � �
(214) 637-2696 ,;� � `�
jason.seals@atrium.com ��'i�`,�
��
�2s O��`���
Quality Assurance Representative Tommy Smith �` ,p�
`
Address/Phone/]3mail 300 Welcome Center Blvd. � �
Welcome, NC 27374 /���y��` ���1
(336) 764-6400 � /S
tommy.smith@atrium.com �6,rS
��
�,
Category Exterior poors
�ubcategor}� Sliding Exterior poor A:�semblies
Compliance Method Certification Mark or Listing
http://www.flc�rida.building.org/pr/p��_app_dtl.aspx?param=wGEVXQwtDq sQFcSK%�i�'r... 3/2:i/2015
• Pagf, 2 of 6
Certific�tion A�ency American Architectural Manufacturers Associatiori
Validated Eiy American Architectural Manufacturers Associ�ttioii
�eferenced Standard and Year (of Standard) Standard Y"e�r
AAMA/WDMA/CSA 101/I.a. 2/A440 20U5
AAMA/WDMA/CSA 101/I.S. 2/A440 2��08
ASTM E1300 2��04
ASTM E1886 20�5
ASTM E1996 2+)06
�
l�quivalencf; of Product Standards
Cf,rtified By
i
Product Ap��roval Method Method 1 Option A
Date aubmitted 11/13/2013
Date Validated 07/28/2014
Date Pending FBC Approval
Date Approved 07/29/2014
rummary mf Products
FL # Model, Number or Name Description
11646,1 311/312/378 Sliding Glass R-PG35*-1797x2019 (71x80)-SI� (311),
Door R-PG35-2407x2019 (95x80)-SD (312),
R-PG30-1899x2426 (75x96)-SD (312),
R-PG35-1829x2083 (72x82)-SD (378)
Limi�s of L1se Certification Agency Certi�catc�
?�pp�roved for use in HVHZ; No FLl 1646 RS_C CAC ADW-08 311 312_SIy
. .
� App�roved for use outside HVH:Z: Yes XO SD-R30 75x96 AAMA APC D2326.01-
Impact Resist�int: No 801-47-r0,�df
Desi�n Pr�essu�re: N/A FL11646 RS C CAC ADW-OB 311 312 SD.
Other: 31:L/312 utilize steel rebar; 378 utilizes XO SD-R35 71x80 AAMA APC D0985_0.1-
aluminum rebar. All doors shall u.tilize safety 801-47.pdf ���
glazing per 2010 FBC Section 2406. All frame FL11646 RS C CAC ADW-08 311 312 SD
XO SD-R35 95x80 AAIVIA APC D0985.01-
http://www.floridal�uilding,org/pr/pr._app_dtl.aspx?param=wGEVXQwtDqsQFcSK%2.fI'r.., 3/:?5/2015
�i � P�ge 3 of 6 '
,I • , ,
components are fabricated from extruded vinyl 801-47.�df
(PVC). FL11646 RS C CAC ADW-08 311 SD XO
SD-R35 72x80 Finless AAMA APC D6923.01-
801-47.pdf �
FL11646 RS C CAC ADW-U8 312 SD XO
SD-R30 75x96 Finless AAMA APC D6923.01-
801-47-r0.pdf
FLl 1646 RS C CAC AD�V-08 312 SD :x�
SD-R35 95x80 Finless AAMA APC D692.3.01-
801-47.pdf --.��___.�__---___.�_
FL11646 RS C CAC ADW-08 378 SD :KO
SD-R35 72x82 AAMA APC D0986.01-801-
4�df �
FL11646 R5 C CAC ADW-08 378 SD ;KO
SD-R35 72x82 Finless AAMA APC D6923.01-
801-47,pdf
Quality Assurance Coiitract Expiration ]D.�te
08/28/2017
Installation Instructions
FL11646 RS II ADW-08 311 312 378
Installation FBC 2012 A4TR023 Rl.pdf
Verified By: Hernles F. Norero 73778
Created by Independent:Third Pai�ty: Yes
Evaluation Peepor�ts
FL11646 RS AE AD�U-08 311 312 37f3 �'ER
FBC 2012 PER2920 Rl.pdf ��
Created by Independent Third Party; Yes
11646.2. 332/388 Sliding Glass Door SD-R40 72 x 96 (388), 5D-R50 '72, x 82 (388),
SD-R50 71 x 96 (332), SD-R50 95 x 80 (332)
— _
I.imits of�Use Certification Agency Certi��ate
Apgroved for use in HVHZ: I�TO FLl 1646 RS C CAC ADW-08 332 SD�:O
Ap�roved for use outside HV��Z: Yes R50 71x96 Fin AAMA APC D5177.01-801-
� l(mpact Resistant: No 47,�df �
IDesign Pr�essure: N/A FLl 1646 RS C CAC ADW-Of3 332 SD ��C)
Oth�r: Series 388 utilizes aluminum rebar; R50 71x96 Finless AAMA APC D5177,01-
Series 332 utilizes steel i�ebar. All doors shall 801-47.pdf �
utilize safety glazing per 2010 F�3C Section FL11646 RS C CAC ADW-Of> 332 SD �s:0
2406. All f'rame components are fabricated R50 95x80 Fin AAMA�iPC D5177.01^801-
fi•om extruded vinyl (PVC). 47.pdf
FL11646 RS C CAC ADW-08 332 SD X:O
R50 95x80 Finless AAMA APC D5177.01-
801-47.pdf
FL11646 RS C CAC ADVi�-08 388 SD x:0�
R40 72x96 Fin AAMA �1PC D5179.01-801�-^
47.pdf -
FL1_1646 RS C CAC �1DW-08�388_SD XO
R40 72x96 Finless AAMA APC ]�5179.07-
— —
�
http;//www.flaridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsQFcSK%2frr.,. 3/:?S/2015
� Page 4 of 6
801-47.pdf
FL11646 RS C CAC ADW-08 3,88 SD X�0 ',
R50 72x82 Fin AAMA APC D5179.01-801-
47pdf •
FL11646 RS C CAC ADW-08 3�88 SD XO
R50 72x82 Finless AAMA APC D5179,01-�
801-47.�df
Quality Assurance Co�:itract Expiratiom :D�te
02/14/2018
Installation Instr�uctioiis
� FLl 1646 R5 II ADW-08 332 388 SD
Installation FBC 2012 ATR025 R1•�f
Verified By: Hermes F. Norero 73778
Created by Independent:Third Party; Yes
Evaluation Repoi�ts
FLl 1646 RS AE ADW-08 332 388 Sl� F'ER
FBC 2012 PER2950 R1.� �u�
Created by Independent Third Party: Yes
-- —_
1164�6,3 352 Sliding Glass Door, SD-C60 96 x 96 ` �
Non-Impact
' Limxts of Use Certification Agency Certificat:e
Approvecl for use in HVHZ: No FL11646 RS C CAC ADW-01 352 SD C;60
Approved for use outside HVHZ: Yes 96x96 Non Impact AAMA 101 APC ��
l[mpact Resistant: No A7352.01-801-47-RO.pdf
]Desngn Pi•essure: +60/-60 Quality Assuranc�e Contract Ezpgr.atiorn I)a�te
�ther: Al.l doors shall utilize safety glazing 02/04/2015
per 2010 FBC Section 2406. All frame Installation Instrixctions
, components are fabricated from f;xtruded vinyl FL11646 RS II ADW-Ol 3521352 SD Nori-
' (PVC). Impact Installation ATR027-2010.�df
Verified By: Alexis Spyrou 68101
Created by Independent Third Party: Yes
' Evaluation Reports
FL11646 RS AE ADW-01 352 2352 Non
Impact SD PER 1582-2010.pdf
Created by Independent Third P<<rty: Yes
11646.4 352/2352 Sliding Glass SD-C60 96 x 96 �
Door, Impact
Limits of iJse Certification Age�ncy Ccrtificat�
�pproded for use in HVHZ: No FLl 1646 RS C CAC ADW-01 352 2352 SD
�pproded for use outside HVH[Z: Yes C60 96x96 Impact AAMA 506 APC �
Impact Resistant: Yes A8319.01-801-18.pdf �
Desi�n Pressure: +60/-60 Quality Assuranc� Con�ract E�pira�ion D�a�te
Other: All doors shall utilize safety glazing 02/04/2015
per 2010 F]3C Section 2406. All f:rame Installation Instruction�
components are fabricated fi�om extruded vinyl FL11646 RS II ADW-01 352 2,352 SD
(PVC). Impact Installation:Florida 121913.pdf
http;//www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwt:DqsQFcSK%2,fI'r.., 3/:?5/2015
" Page 5 of 6
Verified By: American Architec;tural
Manufacturers Association
Created by Indepf;ndent Third Party:
Evaluation Reports
Created by Independent Third Party:
L 1646.5 4000/R4000 Sliding Glass SD-R45-1829x2032 (72x80) XO, SD-R20
Door, HP, XO 2438 x 2438 (96 x 96) XO, SD-R30 1829 x.
2438 (72 x 96) XO
r�imits of Use Certification Agency Certifca�te
Approve�l for use in HVHZ: No FL11646 RS C CAC ADW-01 4000 SD XO
Approved for use outside HVHZ: Yes SD-R20 96x96 A�1A APC D?3?_5.01-801=
Impact Resistant: No 47.pdf �
Design P�ressure: N/A FLl 1646 RS C CAC ADW-01 4000 SD XO
Other; All frame parts are fabricated from SD-R30 72x96 AAA APC D2325.01-801_ �
6063-TS extruded aluminum. 47.pdf
FLl 1646 RS C CAC ADW-Ol 4000 SD XO
SD-R45 72x80 AAMA APC C3��00.01-801-47-
RO pdf --
Quality Assurance Con�tract Ea�piration I)aite
� 10/25/2016
Installation Instri�ctions
FL11646 RS II ADW-01 4�000 SD HP
Installation- Fin.pd.f
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports ���
Created by Independent Thir•d Party: �
11646.6 4000/R4000 Sliding Glass SD-R25-1829x2032 (72�.80) XO
Door, Standard, XO
Limits of Use Certi�cation Agency C�rtif'icat�e
ApproWedl for use in HVHZ: No FL11646 RS C C;AC ADW-Ol. 4000 SD XO
' Approvedl for use outside HVHZ: Yes SD-R25 72x80 AAMA APC C34_00�01-801-47-
Impact R�esistant: No RO.pdf �
l)esign Pressure: N/A Quality Assurancf; Contract E�.piration ��ate
Oth�r: 10/25/2016
Installation Iu►struction�
FL11646 RS II ADW-Ol 4000 SD STD
Installation- Fin.pd:P
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
— _�
http;//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsQFcSK%1fTr,.. 3/:?S/2015
' 1'age 6 of 6
1164�6.'7 411 Acoustical Sliding SD-LC40 96 x 96 XO (standard), SD-LCSC� 96
Glass Door x 96 XO (HP), SD-LC25 108 x 96 OXO (H:P),
SD-LC35 108 x 82 OXO (HP)
Limits of Use Certi�cation Age�ncy Certi�cai:e
Approved for use in HVHZ: No FL11646 RS C CAC ADW-00 411 SD O��O
Approved for use outside HVHZ: Yes SD-LC25 108x96 AAMA APC D34�44.01-��O1-
Impact Resistant: No 47.pdf
Desigrn P�°essure: N/A FL11646 RS C CAC ADW-00 411 SD O��O
�Other: All doors shall utilize safety glazing SD-LC35 108x82 AAMA APC D3444.01-��O1-
per 2010 FBC Section 2406. All frame 47.pdf
comporients are fabricated from extruded vinyl FL11646 RS C CAC_ADW-00 411 SD �:O
(PVC). SD-LC40 96x96 AAMA APC D3?_34,01-801=
47-R1.pdf
FL 11646 RS C CAC AD W-00 411 SD �:0
SD-LC50 96x96 AAMA.APC D3234.01-8O1-
47-Rl.�df _ ____._.^—�--..___.
Quality Assuranc�e Con.tract Ebparatiorn I)a�te
11/20/2017
Installation InstrlYCtions
FL11646 RS II ADW-�00 411 ��D Installation
. Instructions.pdf � �
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
' �
�
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsQFcSK%ZfTr.,. 3/2_`i/2015
ATla11111A �'�111ADAAlICC IAI�' � ��� �� t�
� � �� � � ��� �rt ��tr�� ���r��m�e �'���e
I f�l���Jli�l i
I ' rj�/ /s{� a�—/ I Ij � J��rp.�� I [� ` ccuv:ui[s��c
� INSTALLATION�fOTES: �J 1 �I V��I�d S �L!L�i' Y V �LO 4�6J �O O�
' � 1. ONE(1��NSTALLA710N ANCHORS ARE REQUiRED AT EACH ANCHOR
�o�T�oN SHOWN. (NON—f ll/1PA C T) 9001 Am8�t55nDOCCOW
DALLAS,iF%AS]524]
� 2. TFIE tillMBER OF INSFL'�TtOh ANCFiOFS DEP;TEC IS l7iE MiNi�✓UM PH:(2]<J 6J�-2E96 F%:(219)42q-0134-
� NUMBER OF ANCHORS TO BE llSED FQR?RODVR INSfP.LL4T10N.
M � i
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WRHIN ATOLERANCE � m
e � N � �o
OF±1/2 INCH OF 7HE DEPICTED LOCAT70N IN THE ANCHOR LAYOUT GENERAL NOTES• a Z'+�
� DETAIL(I.E.,WITHOUTCONSIDERATIONOFTOLERANCES). nQO� � ��^'� � �
TOLERANCES ARE NOT CUMUTATIVE FROM ONE INSTALIATION 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND ���Z �a0-�
A N C H O R T O T H E N E X T. �-�� C T -
MANUFACTUREDTOCOMPIYWITHTHECURRENTFLORIDA �V, �� V LL
� BUILDING COOE(FBC)AND THE CURRENT IRC/IBC, �u� ¢w i ��i u �
I 4. $HIM AS REQUIRED AT EACH INSTAUATION ANCHOR W ITH LOAD EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING M Z�w H m Q
BEARINGSHIM(5).MAXIMUMAIIOWABLESHIMSTACKTOBEI/4 TOTHEFOLLOWING: a•Z+u' m �¢m °
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. qqMA/WDMA/('SA 101/I.S.2/A440-08 � tl � N 2¢ a
S!:lPA(S)SHALL 9E COH57P.UC?`.D CF HlGH D::vSIT.'P:A571C OP, J� I�w �¢Z P I
I BETTER. 2. ADEQUACYOFTHEEXISTINGSTRURURAL lij � m��
<�wa
CONCREfE/MASONRV,STEEL STUD,AND 2X FRAMING A$A
5. FOR NAIL FIN:WOOD BUCK:USE q8 WOOD SCREWS THROUGH THE FIN MAIN WIND FORCE RESISfING SYSTEM CAPABLE OF �+ � m a
OFSUFFICIENTLENGTHTOACHIEVEII/21NCHMINIMUM WITHSTANDINGANDTRANSFERRINGAPPIIEDPRODUR
EMBEDMENT INTO WOOD SUBSTRATE. w -+ �
LOADS TO THE FOUNDATION IS THE RESPONSIBILIN OF
THE ENGINEER OR ARCHITECTOF RECORD FORTHE F- co c�i
6. FORNAIIFIN:STEELSTUD:USE#BTEKSCREWSiHROUGHTHEfINOF PROJEC70FINSTALLATION.
Q O
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS a � 0
PENETIiATION BEVOND METAL FRAME SUBSTRATE. 3.lx AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND T Q
6 / 7 FOR THRU FRAME:WOOD BUCK:USE p10 WOOD SCREWS THROUGH ANCHORED TO PROPERLYTRANSFER ALL LOADS TO THE m ti N
' THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM �UCTURE.BUCK DESIGN ANO INSTALLATION IS THE ��1
RESPONSIBILITY OF THE ENGINEER OR ARCHI7ECT OF v I
_ EMBEDMENT INTO WOOD SUBSTMTE. RECORD FORTHE PROIECT OF INSTALIATION. TABLE OF CONTENTS Z . w Z
� �
. 8. FOR THRU FRAME:CONCRETE/MASONRY•FOR INSTALlATION 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SHEET REVISION SHEET DESGRZPTION O Z =
THROUGH 1X BUCK TO CONCRETE/MASONRY,OR DIRECTIY INTO GENERIC AND MAY NOT REFLER ACTUAL CONDITIONS FOR H Z = U
CONCftETE/MASONRY,USE 3/161NCH DIAMETER RW TAPCONS OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALIATION t g INSTALLATZON d GENERAL NOTES '/1 � V Q
SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. TO DEVIATE FROM THE REQUIREMEN7S DEfAILED HEREIN, v,
ALICENSEDENGINEERORARCHITECTSHALLPREPARESITE 2 B ELEVATIONS H H p O
9. FOR THRU FRAME:STEELSTUD:USE N10 TEK SCREWS THAOUGH THE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMEM. � � �
FRAME Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 3 B ANCNOR LAYOUTS w v�j O W
THREADS PENETRATION BEYOND METAL FftAME5UB5TRATE. S.APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON q g VERTICAL SELTIONS p
THIS PRODUR IN AREAS REQUIRING IMPACT RESISTANCE. � � �
10. MINIMUM EMBEDMENTAND EDGE DISTANCE ExCIUDE WALL 5 B HORIZONTAL SECTION56 GLAZING DETAL �
m V
FINISHES,INCLUDING BUT NOT LIMITEDTO STUCCO,FOAM,BRICK 6.WINDOW FRAME MATERIAL.WHITE OR BEIGE VINYL � �
VENEER,AND SIOING.
7 GLASS MEEfS THE REQUIREMENTS OF ASTM E 1300 GLA55
v 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEET 5 FOR GLAZING DETAIL
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A COftRO510N �l ������
2 RESISTAMCOATING. �
' DESIGN PRESSURE RATLNG `�� �i� -^v�g� �i�
� 12. FOR HOLLOW BIOCK AND GROUT FILLED BLOCK,DO NOT INSTALL � ��;��••• • ,;,,.°?�
's INSTALLATION ANCHORS INTO MORTAH JOINTS.EDGE DLSTANCE IS SZZE DESIGIJ PRESSURE MISSAE IMPACT RATING �p,' ati:-�.�:g�
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOIM 2^:� ^�'
- IMO FACE SHEIL OF BLOCK. 71°x 80" •35.0/-35.0 PSF LL • • r
- �\� ��
13. INSfALIATION ANCHORS SHALL BE INSTALLEO IN ACCORDANCE WITH N '�� ��
ANCHOR MANUFAC7URER'S INSTALLATION INSTRUC710N5,AND 95"X 80` �35.0/-35.0 PSF �� � �'z ,�m
o ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE55 NOT RATEO ;�G�`�"-..\,�y�.,���
� T H A N T H E M I N I M U M S f R E N G T H S P E C I F I E D B Y T H E A N C H O R 75'X 96' •30.0/-30.0 PSF �j� �/ �`�p fz 0°�`��
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� 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 72"X 82°` •35.0/-35.0 PSF w'' m N m Z ��
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S D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL H I KU G 3
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Y �'��'�'�' Reason:I am approving this document
Y, `'��'�`" Date:2074.077810:07:49-04'00'
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