HomeMy WebLinkAbout16-17009 �
CITY OF ZEPHYRHILLS
� � 5335-8TH STREET
(813)780-0020 17009
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17009 Address: 38625 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: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-005A-00000-1160
Improv. Cost: 2,916.97 OWNER INFORMATION
Date Issued: 2/04/2016 Name: SMITH BRADLEY K & PATRICIA L
Total Fees: 75.00 Address: 12778 STAMPER RD
Amount Paid: 75.00 BROGUE PA 17309-9461
� Date Paid: 2/04/2016 Phone: 813-714-6537
Work Desc: REPLACEMENT 8 WINDOWS S/S
CONTRACTOR S APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 75.00
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Ins ections Re uired
FO TER 2 D ROUGH PLUMB MI C INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
. � �.��
CONTRACTOR SIGNAT RE 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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PermitNumber . �c�t:1'��54�1 Rec: i0.00
Paral ID Number '3 -Z � ?J- O C) H�06Od0 � l 160 DS: 0.00 i T: 0.00
N O T 1 C E Of E O.M��IrA E�N C E�IiA'�F N T 02/04/2026 K. R. M. , 13pty Clerk
State of��.larida _ -� �-� - -- -- - � --� -- ��—
County a(.'�_...-:� - --
THE 11NDERSt�NED•fiereby glves notice that improvements�will be made to�certain real property, and in��ccor�ance wifh S�cdon 113.�3 of the
Florida�Stetutes,the following iriforrnatlon is provlded in this NOTICE OF COMM�NC�MENT.
1.Deacriptlon of property�(legal ele�scrlptlon)r (�1�ti A �j')I A9Q �ST1�TE S Phf�s2 Z P8 2� Pq5$'�9'Lo% 7!6 a•r� _
a}Shget Qob)Address, 3 S 6 2� G�-m den! �e zePn�r.��{,i��s r L 3 3 5`W D Q�� f'g�6�7
2.General dea�riptlon ot Improvements: ur��nrclo�� jZ..e�ta.o,mP,vT' .
3.Owner Informa�lorr or Leaae�informatlon if the Leaaee contracted'for the Improvement: . .
a)Name and address; 6�.A-d/�� !G 5�r7h � 3 86 2�' Gr�Rrc�e,J A�✓-����f��ls I�� �3�5►D .
b)Name and address of fee.simpte titieholder�(ff dlfferent than Owner Iisted above) -'
c)lnterest irt properiy: o�.,�e.2 - -
A Co traetor InforMatlon .
(��� Name and address; � O t+v cy S l�O M�2 l 1�.ti�G/L 5����.��9 t�3 0� � S l S 9 � d R/��4�r1'��c f L
b)Telephone�No.: '4O7 �- �3�'d'3 �['�, ( Fax Na.:�(optlonat) _ 3.����
S.Surehi�f apppcable,a copy of the paymen on s a c ed) ,
a)Name arjd�address: ����Q
b)Telephbne�No.: , � •
c)kmount of�Bond: s' - i PRULH S �'NE I L,Ph D PRSCO CLERK & C0�1PTROLLE
6.Lend�r �20R BK 1���[�m PG ���� �
a)Name and addre�s; q •
b)Telephone�No.: � ' �
7.Penons wldrin�the-S�ate of Floride designsted by Owner upon whom notices�or other documents m�y be serv6d,as provlded by SeeHon
; . 713.13(1)(a)7.,Florida Statutes: � .
a)Name and address: _____��� - .
b)Telephone No.: Fax No.;(op8onal)
8,a.in addiHon to hfmaeH or herself,Owne�deaignatea �{(A of �
to receive a copy of the Lienor's Notice as provided in Section 713.13(i)(b),Florlda Statutes.
b)Rhone Number of Person or en�ty designated by Oumer:
9.Expiratlon date of nntice�commencement(the expfratlon date may not be before the completlon of conssfruuc�lon and ftna! payment to the
contractar but will be 1 ear from the date�of recordin .unless'a dtfferent date�is a eclfled : yp
Wi�lIN4::fti�(�WN�i At�Y PA � NTS AilltDE��1f`fF1�4WN..�'.' F�1'HE�J(PIFtkTI0w�0��tHE:NOTaC��OF Ca �� ji[F`. .... .
CONSID�I�b�MA�f�PEi��Pa1fMEN7'�UN�ER CNAF�'P��t713,.p��€?I,S�QTI�N.T13:13,.F�:ORI�#�k�&TATtJT�=�kNQ�.�l�1�t1��''1�G��
� PA�INO TWICE�Ft�R�iMPREfVE(AEISRS TO YOUR PRO�ERTY,,A�NGfICE OF CQl�NIENCENI�NT�ltJST BE�i�E�pi�SE�titi�j�.�����W�
INSPECTION: IF YOU'ICIT�END t0 OBTAIN�FINA[�1CIWG,CON�SULT YOUR LENDER Of!AN�ATTOt2NEY��FORE Ci�ENC1NG��RK OR
, REC(�RDING Ybl�i��pOTiC�OF COM�IENE�MENT, • .
Under penalt�of pe�J�i� ecisre�that I� ave e foregoing noBce of commencement and�iat the#acts stafed therein ai+e hue 6�o the��f iny�
knowledge afld�belie
� ��/��J�4.�� . �� `S'�► r f <�
; (Slpnature�o(:�wiier . ;or Owners or Lessee's(Auth6rizetl Ofiicer/Dir adPartnad&lans�er) ('—.Fdnt—Narne and Prov(de°SI9nA�y a T19aI0tBoe)' • .
Thefioregoing�inshumentwasacknowledgedbef�remethis�'� day�of� J�����r� . � • q0 jt
� , bv d r���y s,y►rn,. as --- �,�.�..,�2 cHae or��mor�ty►�e.�:on�r�t�e,al��e�'y In racq .
. fof ,as � . .
� (Name of Peraon3 (type ot eulhorHy,...e.p.officer�tnatee,aUort4�ey(n faet) .
for • (neme of party on beheH of whom Instrument was escectiEed).
Rersonally Knowrr � Produced�iD /�
Typepf_ID "�- t--. Notary signature ��� � �✓� . ' '
� P�intname - � ,�,- zZz, .
.� �'�am� � ,
IAURENCElIIO •
"'� 'r�r�.�,o�, ��o(��'- -/��y
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EXPIRES:MIW 17.2018
Bondad through 1st Sqte Nt�Ne�M�
vwlunla vvNa��nram
)ate Recelved . �'' Phone.¢ontact fpr Permittin S ti 3 �C -�7'�S n^o��'��
>wner�s Nam'e �Rfl Sm�''T h Owner Phone Numbe 1�, "�`l�-`i 31 O .,
h�vner's Address 3 8 �Z S GA^"denl ���. ; Owner Phone Numbe
�ee simple Tltleholder Name Owner Phone Numbe
�ee 3lmple TltleholderAddreaa
iOBADDRE33 38625 �,,n�e� A,r,� �phayh�►ls r� 33SYo LOT# � � �
tUBDiVi310N i PhA i IIA y� C STATis PARCEL ID# ��'2 S-Z� -UO A-OOOOD �- /�o�
' (OBTAINEb�FROM PR PERTY TAX NOTIGE)
YORK PROPOSED e NEW CONSTR 8 ADD/ALT � SION Q Q DEMOLISH
INSTALL REPAIR
�ROP08ED U8E Q SFR Q COMM � OTHER
YPE OF CON3TRUCTION Q BLOCK �] FRAME C� STEEL Q
'- 1ESCRIPTIONOFWORK F��AC2 i U iTS �nl 7 ��N!!V S�� SiZ.e.F�-I 83�f.
IUILDINO SIZE SQ FOOTAOEr_� HEI(3HT FL I 18Z8.Z
ILDINO $ 2�I� �.7 VALUAtION OF TOTAL CONSTRUCTION
i
DELECTRICAL $ �AMP SERVICE PROO ESS ENERGY W.R.E.C.
r� a
QPLUMBINO $ i oO�
�]MECHANICAL $ �VALUATION OF MECHANICAL INSTALLATION `���
QGAS �] ROOFINC3 Q SPECIALTY [� OTHER
INISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
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� �7,�,D�
;UILDER OMPANY �Ow-2S l�oM�, CeN'��2s� ' �/�-
IGNATURE � REGISTERED Y/ N �E CURRE� Y/N
Address � QO u � ��J 2�A���" 3�-��� Llcens ��o S() 1
LECTRICIAN ' COMPANY
IGNATURE REOISTERED Y/ N FE CURRE� Y/N
Address Licens
LUMBER ' COMPANY
IGNATURE ; REOISTERED Y/ N FE CURRE� Y/N '
Addresa Ucens
ECHANICAL COMPANY I
IGNATURE RECiISTERED Y/ N FE CURRE� Y/N '
Addresa Llcens
THER COMPANY
IGNATURE REOISTEREQ Y/ N FE CURRE� Y/N
Address Licena
ESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for w consUuctlon, �
� Minlmutn ten(10)working days after submittal date. Requlred onsite,ConstrucUon Plans, rmwater Plans w/Sllt Fence Installed,
Sanitary.Facllides 8 1 dumpster;Site Work Permit;for subdivlslonsAarge proJects
'OtYIMERCIAL Attach(3)complete sets of Bufiding Plans plus a Life Safety Page;(1)set of Energy Forms. -O-W Permit for new construction,
� Mlnimum ten(10)working days after submittal date. Requlred onsite,Construc8on Plans, t rmwater Plans w/Silt Fence Installed, _
Sanitary Faclllties&1 dumpster.Site Work Permit�for all new proJects,All commerclal-requi ments must meet compliance �
!GN PERMI7 Attach(2)sets of Englneered Piana. �
"`•PROPERTY SURVEY requlred for all NEW construcdon.
irectlons:
FIII out appllcation completely.
Owner&Contractor sfgn back of application, notarized
If over;2500,a Notice ot Commencement Is requlred. (AIC upgrades over 57500)
Agent(for the contractor)or Power of Attomey(for the owner)would be someone wlth notarized letter fro wner authorizing same
VER THE COUNTER PERMII"TIN(3 (Front of Application Only)
aroofs If shingles Sewers Serolce Upgrades A/C Fences(PIoUSurveylFootage)
Drlveways-Not over Caunter if on public roadways..needs ROW
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�WorC<l�i<�commence;��iara�rea"so'n�a_ble�v�� 1�Eiitity�q�CoritracforWhj�h;ia anticipat�d to b�a,.(�?�l�t�j �� �� S [t!!I ln dateZ:
E.,�tirtta�tccl.campietion��d�te.l� i.��I t��„t�. .'�,v►,�"h� .(#Iil in da�e,�,. � .
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N�TlC:1�7'C!CUSTOM�R �. - I . , . '
A!!itc3i»s listed in this cohtraci�nd �pec:ificatian s eet(s)�re to�bs�lnsiailed�nde�eonditions�gre�3d npon r�t•time�of.purchase and:at th�p'rice��ppe�aring on�this
contract form. This asstlm�s.5t�un exisiing subgt�vctur.e'�,supersi�uettace and paints of attaahments. Extrr�;labor or materiah.incident to installaiion r�ece;sitated
b'y de�f��ctiti�e,substructut�§s,sEaperst�uoture,poliifs lot.atta�hment,or�tile'moving.of'fix#ures or c�ppfiahcas to be.bilted at extra co"st ta customer. •
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p�9 GV{:)'T u>IGP1 THfS��OM�CV4 it:i'UN77lL�:OMP�.ETE AND YQU NAYE READ'�'HE°'fERN!1S ANtA.CONf3iTICENS CONTAtNEIy ON Tf�E
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Product Approval Menu> Product or Application Search>Application List>Application Detail
FL# FL 11828-R9
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be
reviewed and ratified by the POC and/or the
Commission if necessary.
Comments
Archived � �
Product Manufacturer Atrium Companies Inc.
Address/Phone/Email 300 Welcome Center Blvd.
Welcome,NC 27374
(336) 731-9550
tbatten@atriumwindows.com
Authorized Signature Thomas Batten
tbatten@atriumwindows.com ALL WO
P��A IlVG CODES,�LplY�THAI,L
Technical Representative CODE,NATIpNAL ELECT�DA BUILDII�rG
CITYpFZEpHY �CCODEAND
Address/Phone/Email RHILLS ORDINANCES
Quality Assurance Representative Tommy Smith
Address/Phone/Email 300 Welcome Center Blvd.
n�VIEyV
Welcome,NC 27374 C� D,qT�
(336) 764-6400 �C�Q�Z�pHy��' 2 y—/
tommy.smrth@atrium.com S Fj������ L�s
C
Category Windows
Subcategory , Horizontal Slider
Compliance Method , Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
. Page 2 of 9
, � • ..
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/O1/2015
Date Validated 07/28/2015
Date Pending FBC Approval
Date Approved 08/06/2015
Summary of Products
FL # Model, Number or Name Description
11828.1 120 Horizontal Slider HS-LC40 72 x 60, XO; HS-LC50 72 x 48, XO;
HS-R30 108 x 72 XOX;
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-01 120 HS XO
Approved for use outside HVHZ: Yes HS-LC40 72x60 AAMA APC C6703.01-801-
Impact Resistant: No 47.pdf
Design Pressure: N/A FL11828 R9 C CAC ADW-01 120 HS XO
Other: All frame and sash components are HS-LC50 72x48 AAMA APC C6703.01-801-
fabricated from extruded vinyl (PVC). 4�.pdf
FL11828 R9 C CAC ADW-01 120 HS XOX
R30 108x72 AAMA 101 C6700.01-801-47.pdf
Quality Assurance Contract Expiration Date
03/27/2017
Installation Instructions
FL11828 R9 II ADW-01 120.�df
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
� Page 3 of 9
, � �
:
Evaluation Reports
Created by Independent Third Party:
11828.2 130 Horizontal Slider, XO LC-PG40-1880x1600 (74x63)-HS XO, LC-
and XOX, Fin and Flange PG50*-1880x1270 (74x50)-HS XO, LC-PG30-
2743x1600 (108x63)-HS XOX, LC-
PG50*-2743x1270 (108x50)-HS
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-00 130 HS XO
Approved for use outside HVHZ: Yes HS-LC40 74x63 Fin AAMA APC D5172.01-
Impact Resistant: No 801-47.�df
Design Pressure: N/A FL11828 R9 C CAC ADW-00 130 HS XO
Other: All frame and sash components are HS-LC40 74x63 Finless AAMA APC
fabricated from extruded vinyl (PVC). D5172.01-801-47.pdf
FLl 1828 R9 C CAC ADW-00 130 HS XO
HS-LC50 74x50 Fin AAMA APC D5172.01-
801-47.pdf
FL11828 R9 C CAC ADW-00 130 HS XO
HS-LC50 74x50 Finless AAMA APC
D5172.01-801-47.pdf
FL11828 R9 C CAC ADW-00 130 HS XOX
HS-LC30 108x63 Fin AAMA APC D5172.01-
801-47.pdf
FLl 1828 R9 C CAC ADW-00 130 HS XOX
HS-LC30 108x63 Finless AAMA APC
D5172.01-801-47.pdf
FL11828 R9 C CAC ADW-00 130 HS XOX
HS-LC50 108x50 Fin AAMA APC D5172.01-
801-47.pdf
FL11828 R9 C CAC ADW-00 130 HS XOX
HS-LC50 108x50 Finless AAMA APC
D5172.01-801-47.pdf
Quality Assurance Contract Expiration Date
02/13/2018
Installation Instructions
FL11828 R9 II ATR067 SS 2015-06-30.pdf
Verified By: Hermes F. Norero, P.E. Florida
P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11828 R9 AE PER2935 SS 2015-06-
3Q•pdf
Created by Independent Third Party: Yes
11828.3 150/160 Horizontal Slider HS-R25 108 x 60 XOX, HS-R30 72 x 48 XO
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 150 160 HS
Approved for use outside HVHZ: Yes XO R30 72x48 AAMA APC B6832.01-801-
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
. Page 4 of 9
: , � �
Impact Resistant: No 47-RO.pdf
Design Pressure: N/A FL11828 R9 C CAC ADW-08 150 160 HS
Other: All frame and sash components are XOX R25 108x60 AAMA APC B6832.01-801-
fabricated from extruded vinyl (PVC). 47-RO.pdf
Quality Assurance Contract Expiration Date
02/21/2016
Installation Instructions
FL11828 R9 II ADW-08 150 160 HS
Installation Drawin�pdf
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.4 200 Horizontal Slider R-PG30-1829x1219 (72x48)-HS (XO),
R-PG30-2438x1219 (96x48)-HS (XOX)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 200 HS XO
Approved for use outside HVHZ: Yes HS-R30 72x48 AAMA APC D3852.01-801-
Impact Resistant: No 47.pdf
Design Pressure: +30/-30 FL11828 R9 C CAC ADW-08 200 HS XOX
Other: All frame and sash components are HS-R30 96x48 AAMA APC D3852.01-801-
fabricated from extruded vinyl (PVC). 47.�df
Quality Assurance Contract Expiration Date
12/19/2017
Installation Instructions
FL11828 R9 II ADW-08 200 HS.pdf
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.5 300/375 Aluminum R-PG15-1829x1829 (72x72)-HS XO, R-PG40-
Horizontal Slider 1829x1219 (72x48)-HS XO
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-01 300 375 HS
Approved for use outside HVHZ: Yes R15 72x72 AAMA APC C3401.01-801-47.pdf
Impact Resistant: No FL11828 R9 C CAC ADW-01 300 375 HS
Design Pressure: N/A R40 72x48 AAMA APC C3401.01-801-47.pdf
Other: All frame components are fabricated Quality Assurance Contract Expiration Date
from 6063-TS extruded aluminum. 07/11/2017
Installation Instructions
FL11828 R9 II ADW-01 300 375 HS
Installation�df
Verified By: American Architectural
Manufacturers Association
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
. Page 5 of 9
. : � ;
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.6 35/235 Impact Horizontal LC-PG55-1854x1600 (73x63)-HS XO, LC-
Slider, XO & XOX, Fin PG55*-3200x1254 (126x50)-HS XOX
and Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-00 35 235 HS
Approved for use outside HVHZ: Yes XO HS-LC55 73x63 Impact AAMA APC
Impact Resistant: Yes D6250.01-801-18.pdf
Design Pressure: +55/-55 FL11828 R9 C CAC ADW-00 35 235 HS
Other: All frame and sash components are XOX HS-LC55 126x50 Impact AAMA APC
fabricated from extruded vinyl (PVC). For D6249.01-801-18.pdf
installation into alternate substrates (masonry, Quality Assurance Contract Expiration Date
steel, etc.) please contact the manufacturer 04/02/2018
directly. Installation Instructions
FL11828 R9 II-ADW-00 35 235.pdf
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.7 451/461 Horizontal Slider HS-R25 70 x 49 XX, HS-R25 96 x 48 XOX
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 451 461 HS
Approved for use outside HVHZ: Yes XOX HS-R25 96x48 AAMA APC D4153.01-
Impact Resistant: No 801-47-RO.pdf
Design Pressure: +25/-25 FL11828 R9 C CAC ADW-08 451 461 HS
Other: All frame and sash components are XX HS-R25 72x48 AAMA APC D4153.01-
fabricated from extruded vinyl (PVC). 801-47-RO.pdf
Quality Assurance Contract Expiration Date
12/10/2017
Installation Instructions
FL11828 R9 II ADW-08 451 461 HS Fin
Installation.pdf
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.8 500 Horizontal Slider R-PG30-1829x1219 (72x48)-HS XX, R-PG40-
2438x1219 (96x48)-HS XOX
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 500 HS XOX
http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
• Page 6 of 9 ��
. : - �
Approved for use outside HVHZ: Yes HS-R40 96x48 AAMA APC D3845.01-801-
Impact Resistant: No 47.pdf
Design Pressure: N/A FL11828 R9 C CAC ADW-08 500 HS XX
Other: All frame and sash components are HS-R30 72x48 AAMA APC D3845.01-801-
fabricated from extruded vinyl (PVC). 47.pdf
Quality Assurance Contract Expiration Date
12/13/2017
Installation Instructions
FL11828 R9 II ADW-08 500 HS - Fin.pdf
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.9 65/265 Impact Horizontal R-PG50-1829x1219 (72x48)-HS (XX)
Slider, XX
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW 65 265 HS XX
Approved for use outside HVHZ: Yes Fin HS-R50 72x48 Impact AAMA APC
Impact Resistant: Yes D2519.01-801-44.�df
Design Pressure: +50/-50 FLl 1828 R9 C CAC ADW 65 265 HS XX
Other: All frame and sash components are Finless HS-R50 72x48 Impact AAMA APC
fabricated from extruded vinyl (PVC). D2519.01-801-44.pdf
Quality Assurance Contract Expiration Date
OS/03/2016
Installation Instructions
FL11828 R9 II ATR060 SS 2015-06-30.pdf
Verified By: Hermes F. Norero, P.E. Florida
P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11828 R9 AE PER2931 SS 2015-06-
30.pdf
Created by Independent Third Party: Yes
11828.10 8100/1100/3100/10/1000 HS-R30 72 x 48 XO, HS-R30 108 x 48 XOX
VPT Horizontal Slider
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 8100 HS XO
Approved for use outside HVHZ: Yes R30 72x48 AAMA APC D9514.01-801-47-
Impact Resistant: No r0.pdf
Design Pressure: N/A FL11828 R9 C CAC ADW-08 8100 HS
Other: All frame and sash components are XOX R30 108x48 AAMA APC D9514.01-801-
fabricated from extruded vinyl (PVC). 47-r0.pdf
Quality Assurance Contract Expiration Date
07/15/2018
Installation Instructions
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
�
. Page 7 of 9
FL11828 R9 II ADW-08 8100 HS.pdf
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.11 8300/8301/121/131 HS-R40 78 x 48 XO, HS-R30 96 x 48 XOX
Horizontal Slider
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 8301 XO
Approved for use outside HVHZ: Yes HS-R40 78x48 AAMA APC B3274.01-801-47-
Impact Resistant: No RO.pdf
Design Pressure: N/A FL11828 R9 C CAC ADW-08 8301 XOX
Other: All frame and sash components are HS-R30 96x48 AAMA APC B3274.01-801-47-
fabricated from extruded vinyl (PVC). RO.pdf
Quality Assurance Contract Expiration Date
09/30/2015
Installation Instructions
FL11828 R9 II ATR032 SS 2015-07-27.pdf
Verified By: Hermes F. Norero, P.E. Florida
, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11828 R9 AE PER2925 SS 2015-06-
30.pdf
Created by Independent Third Party: Yes
11828.12 8300/8500/8700 XX HS-R30 72 x 48, XX
Horizontal Slider
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-08 8300 HS XX
Approved for use outside HVHZ: Yes R30 72x48 AAMA APC B6836.01-801-47-
Impact Resistant: No RO.pdf
Design Pressure: +30/-30 Quality Assurance Contract Expiration Date
Other: All frame and sash components are 02/22/2016
fabricated from extruded vinyl (PVC). Installation Instructions
FL11828 R9 II ADW-08 8300 8500 8700
HS XX.�df
Verified By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11828.13 8900/90/8000/1800/3900 HS-R35 78x48 XX, HS-R50 72x48 XX, HS-
Horizontal Slider R50 96x48 XOX, HS-R50 72x90 O/XX Mulled
http:/1www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
. Page 8 of 9
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-00 8900 HS
Approved for use outside HVHZ: Yes Mulled O-XX HS-R50 72x90 AAMA APC
Impact Resistant: No B8808.01-801-47-RO.pdf
' Design Pressure: N/A FL11828 R9 C CAC ADW-00 8900 HS
Other: All frame and sash components are XOX HS-R50 96x48 AAMA APC B8807.01-
fabricated from extruded vinyl (PVC). 801-47-RO.pdf
FL11828 R9 C CAC ADW-00 8900 HS XX
HS-R35 78x48 AAMA APC B8807.01-801-47_
RO•�df
FL11828 R9 C CAC ADW-00 8900 HS XX
HS-R50 72x48 AAMA APC B8807.01-801-47-
RO.pdf
, Quality Assurance Contract Expiration Date
OS/02/2016
Installation Instructions
FL11828 R9 II ATRO55 SS 2015-06-30.pdf
Verified By: Hermes F. Norero, P.E. Florida
P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11828 R9 AE PER2930 SS 2015-06-
30•�df
Created by Independent Third Party: Yes
11828.14 9000 Horizontal Slider, HS-LC25 96 x 72 XOX, HS-LC30 96 x 60
XO, XOX, O/XO, XO/O, XOX, HS-LC25 72 x 72 XO, HS-LC45 72 x 48
O/XOX XO, HS-LC50 72 x 48 XO HP, HS-LC30 72 x
90 O/XO, HS-LC40 72 x 96 XO/O, HS-LC30
96 x 84 O/XOX, HS-LC35 96 x 84 O/XOX HP
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11828 R9 C CAC ADW-00 9000 HS
Approved for use outside HVHZ: Yes CHS O-XO HS-LC30 72x90 C0447.01-801-
Impact Resistant: No 47.pdf
Design Pressure: N/A FL11828 R9 C CAC ADW-00 9000 HS
Other: All frame and sash components are CHS O-XOX HS-LC30 96x84 AAMA APC
fabricated from extruded vinyl (PVC). B9662.01-901-44-RO.pdf
FL11828 R9 C CAC ADW-00 9000 HS
CHS O-XOX HS-LC35 96x84 AAMA APC
B9663.01-901-44.pdf I
FL11828 R9 C CAC ADW-00 9000 HS �
CHS XO-O HS-LC40 72x96 AAMA APC
C5182.01-801-47.pdf
FL11828 R9 C CAC ADW-00 9000 HS XO
HS-LC25 72x72 C0447.01-801-47.pdf
FL11828 R9 C CAC ADW-00 9000 HS XO
HS-LC45 72x48 AAMA 101 B9913.01-901-
44-RO.�df
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
. Page 9 of 9
FL11828 R9 C CAC ADW-00 9000 HS XO
HS-LC50 72x48 AAMA APC C3398.01-801-
47.pdf
� FL11828 R9 C CAC ADW-00 9000 HS
XOX HS-LC25 96x72 C0447.01-801-47.pdf
FL11828 R9 C CAC ADW-00 9000 HS
XOX HS-LC30 96x60 AAMA APC C5181.01-
801-47.pdf
Quality Assurance Contract Expiration Date
06/27/2016
Installation Instructions
FL11828 R9 II ADW-00 9000 fin3.�df
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=wGEVXQwtDqub%2fM2eroZG... 9/2/2015
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INSTALLATION NOTES: �
1. ONE(1j INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION AT R I U M C O R P O RAT I O N � �� �`' ' ' " '
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICfED ISTHE MINIMUM SERI ES 130 900�AMBASSADORCOW
N UMBER OF ANCHORS TO B E USED FOR PRODUCT INSTALLATION OF THE D�U.AS,TEX�S)52A]
PH�(21a)637-2696 FX:(27<)aI4-6]3a
MAx,M�MS�ZE��s�o. HORIZONTAL SLIDER
m
3. INSTALL INDIVIOUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/2 � V M
INCH OF THE DEPIRED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., � � H�v a
WITHOUTCONSIDERATIONOFTOLERANCES).TOLERANCESARENOT m� ZZ vj�� $
CUMULATIVE FROM ONE INSTALLATION ANCHOR TOTHE NE%T. N� �O O m� P
� �
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING �¢ w Q �V�
SHIM(S).MA%IMUM ALLOWABLE SHIM STACKTO BE 1/41NCH.SHIM WHERE w I- Z� V' w� '�`
SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED �O �F �""i m w m
OF HIGH DENSIN PLASTIC OR BEffER. N
GENERAL NOTES. H Z m �''¢''m �
�e a �¢H a
5. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE k10 O W Z m
WOODSCREWSTHROUGHTHEFRAMEOFSUFFICIEMLENGTHTOACHIEVE 1 1. THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED = � m o¢ �
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIOA d��w� a
BUILDING CODE(FBC�,EXCLUDING HVHZAND HAS BEEN � w`T_'m
EVALUATEDACCORDINGTOTHEFOLLOWING: TABLEOFCONTENTS '�'� d m o
6. THROUGH FRAME:FOR INSTALLATIONTHROUGH ll(BUCKTO , qqMA/WDMA 301/1.5.2/A440-08
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 SHEET REVISION SNEET DESCRIPTION w .�-.
INCHDIAMETERINJTAPCONS OFSUFFICIENTLENGTHTOACHIEVEII/4 F- �+i
INCH MINIMUM EMBEDMENT. 2• ADEQUACY OF THE E%ISTING STRUC�URAL CONCRETE/MASONRY A GENERAL 6 LNSTALLA7ZON NOTES
' AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SVSTEM I � �
CAPABLE OF W ITHSTANDING AND THANSFERRING APPLIED �
7 THROUGH FRAME:FOR INSTALLATION INTO MEfALSTUD OR APPROVED pRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILIN OF 2 A ELEVATIONS T �
MULLION USE q10 GR.5 SELF TAPPING SCREWS THROUGH THE FRAME OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROIER OF 3 A ANCHOR LAYOUTS m �
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION �NSfAL1ATION. 1^
BEVOND METAL FRAME SUBSTRATE. q A VERTICAL SECTIONS d GLAZING DETAZL `�, w
3. 1J(AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND �
8. THROUGH FIN:FOR INSTAILATION INTO WOOD FRAMING USE HS WOOD 5 A HORIZONTAL SECTLONS Z
SCREWSTHROUGHTHEFINOFSUFFICIENTLENGTHTOACHIEVE 11/21NCH ANCHOREDTOPROPERLYTRANSFERALLLOADSTOTHE O ¢
STRUC7URE.BUCK DESIGN AND INSTALlATION ISTHE _
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. O U
RESPONSIBILfTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR H
9. THROUGH FIN:FOR INSTALlATION INTO METALSTUD ORAPPROVED THE PROJER OF INSfALLATION. (n �,+ p
MULLION USE tt8 GR.S SELFTAPPING SCREWS THROUGH THE FIN OF H H O
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION 4. THE INSTALUITION DETAILS DESCRIBED HEREIN ARE GENERICAN�
MAYNOTREFLECTACTUALCONDITIONSFORASPECIFICSITE.IF � V �
BEYONDMETALFRAMESUBSTRATE. � w
SITE CONDITIONS CAUSE INSTALIATION TO DEV IATE FROM THE W
MAX O.A.SIZE _
30. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, REqUIREMEMS DETAILED HEREIN,A LICENSED ENGINEER OR DESIGN MISSILE � a �-
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE y�DTH HEIGHT �ONFZGURATION pRE55URE IMPACT RATING �
WRH THIS DOCUMENT IN NON-HVHZ AREAS. m
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS 74° 50" XO •/-50 PSF NON-IMPACT �
CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
COATING. 74° 63" XO •/-40 PSF NON-IMPACr �
Q
12. FOR HOLLOW BLOCKAND GROUT FIlLEO BLOCK,DO NOT INSTALL 6. WINDOW FRAME MATERIAL.PVC 308° 50" XOX •/-50 PSF NON-IMPALT m
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS ��� ��i
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR IOINT INTO � DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO 308" 63" XOX �/-30 PSF NON-IMPACT ``�\�O * a���/,6�'�
FACESHELLOFBLOCK. CONTACTWITHALUMINUMUNITFRAMINGSHALLBEPROTECfED ` !` ••;""••.,. � �
IN ACCORDANCE WITH THE CURRENT FBC. O�.''�`�:;,
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH ANCHOR � d6~
MANUFARURER'SINSTALLATIONINSTRUCTIONS,ANDANCHORSSHALLNOT 8� GlASSSHALLMEETTHEREQUIREMENTSOFA5TME1300GLASS ^ pdn�'-3
CHARTS.SEE SHEEf 4 FOR GLAZING DETAIL L�����
BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM �� Q`O,;p �
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. N =,� {F`�
�il . �z v�.?.�`
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCiS HEREIN ARE BASED ON i� •��' 4�
��d' '•�..1..•'�a "\fl
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: i�`�iy RO `��
A.WOOD-MINIMUMSPECIFICGRAVINOF0.55. �I� *P ���
B.CONCRETE-MINIMUMCOMPRESSIVESTRENGTHOF3000P51.
C.6AOUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH (i1� m� m z ��/1
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUTCONFORMS F-�
O Z�, �e� Q f"
TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. p�j 3 F =2 U Z
D.HOLLOWBLOCKCMU-UNITSTRENGTHCONFORMSTOASTMC-90WITH O p V
MINIMUM COMPRESSIVE STRENGTH OF 2000 P51. DWG#k'
E. STEEL-MINIMUMYIELDSTRENGTHOF33KSI.MINIMUMI8GA.WALL DigitallysignedbyHermesFNorero,P.E. ATR067
THICKNESS.
F AIUMINUM-MINIMUMALLOV6063-T5.MINIMUM WALLTHICKNESSOF Reason:I am approving this document
�i�e•�lo.oszs••�. Date:2015.07.01 05:30:43-04'00' sHEET 1 oF 5
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UNIT MAX. UNIT MAX. ouus.�xes�aza�
WIDTH 74° �p1}{]Q$" PN.(21a)637-2696 F%:(214)424-673<
SASH MAX. D.L.O MAX. SASH MAX. D.L.O MAX. �,'A,�
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2X WOOD BUCK BY OTNERS ` . F. EMBEDMENT PN:(21<J63�-2696 FX:(210)424-6�3i
#8 WOOD SCREW a � %4°MIN.EDGE � � ��
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' Page 1 of 12
Product Approval Menu> Product or Application Search> Application List> Application Detail
FL # FL11834-R10
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be
reviewed and ratified by the POC and/or the
Commission if necessary.
Comments
Archived �`
Product Manufacturer Atrium Companies Inc.
Address/Phone/Email 300 Welcome Center Blvd.
Welcome, NC 27374
(336) 731-9550
tb atten@atriumwindows.com
Authorized Signature Thomas Batten
tbatten@atriumwindows.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative Tommy Smith
Address/Phone/Email - 300 Welcome Center Blvd.
Welcome,NC 27374
(336) 764-6400
tommy.smith@atrium.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
' Page 2 of 12
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/02/2015
Date Validated 08/24/2015
Date Pending FBC Approval
Date Approved 08/25/2015
Summary of Products
FL # Model, Number or Name Description
11834.1 120 Vinyl Single Hung H-R30 48 x 96 (Std.), H-R40 48 x 96 (HP),
H-R35 48 x 84 (Std.), H-R45 48 x 84 (HP),
H-R45 48x72 (Std.), H-R50 48x72 (HP)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-Ol 120 SH
Approved for use outside HVHZ: Yes �1W1) H-R30 48x96 AAMA APC C6696.01-
Impact Resistant: No 801-47.�df
Design Pressure: N/A FL11834 R10 C CAC ADW-01 120 SH
Other: All frame and�sash components are (1 W1) H-R35 48x84 AAMA APC C6696.01-
fabricated from extruded vinyl (PVC). 801-47.pdf
FL11834 R10 C CAC ADW-01 120 SH
(1 W 1) H-R45 48x72 AAMA APC C6696.01-
801-47.pdf
FL11834 R10 C CAC ADW-Ol 120 SH
(1W1) H-R50 48x72 50 Sash AAMA APC
C6696.01-801-47.pdf
FL11834 R10 C CAC ADW-01 120 SH HP
�1H1) H-R40 48x96 AAMA APC C6696.01-
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
/
� Page 3 of 12
801-47.pdf
FL11834 R10 C CAC ADW-01 120 SH HP
�1H1) H-R45 48x84 50 Sash AAMA APC
C6696.01-801-47.pdf
Quality Assurance Contract Expiration
Date
OS/10/2017
Installation Instructions
FL11834 R10 II ADW-01 120 SH
Installation - Fin.pdf
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.2 120 Vinyl Single Hung, CHS H-R30 96 x 84 Twin (Std), H-R40 96 x 84
Twin and Triple Twin (HP, H-R45 96 x 72 Twin (Std), H-R40
108 x 84 Triple (Std), H-R45 108 x 72 Triple
(HP), H-R50 108 x 72 Triple (HP Sash)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 120 SH
Approved for use outside HVHZ: Yes CHS Tripl�lH3) H-R50 108x72 AAMA
Impact Resistant: No APC C6710.01-801-47.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-01 120 SH
Other: Twin and Triple Windows with CHS Trip�1W3) H-R40 108x84 AAMA
continuous head and sill. All frame and sash APC C6710.01-801-47.pdf
components are fabricated from extruded vinyl FL11834 R10 C CAC ADW-01 120 SH
(PVC). CHS Triple (1W3�H-R45 108x72 AAMA
APC C6710.01-801-47.�df
FL11834 R10 C CAC ADW-01 120 SH
CHS Twin (1H2) H-R40 96x84 AAMA APC
C6695.01-801-47. df
FL11834 R10 C CAC ADW-01 120 SH
CHS Twin (1 W2) H-R30 96x84 AAMA APC
C6695.01-801-47.�df
FL11834 R10 C CAC ADW-01 120 SH
CHS Twin (1 W2) H-R45 96x72 AAMA APC
C6695.01-801-47.pdf
Quality Assurance Contract Expiration
Date
OS/07/2017
Installation Instructions
FL11834 R10 II ADW-01 120 SH
Installation- CHS Fin.pdf
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
' Page 4 of 12
' Evaluation Reports
Created by Independent Third Party:
11834.3 120 Vinyl Single Hung, LC-PG50*-1219x2756 (48x109)-H PW/SH,
Mulled LC-PG50*-1842x2756 (73x109)-H PW/Twin
SH, R-PG40-2451x2134 (97x84)-H Twin, LC-
PG50*-2769x1956 (109x77)-H Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 120 130
Approved for use outside HVHZ: Yes SH Stack H-LC50 48x109 Fin AAMA APC
Impact Resistant: No D5171.01-801-47.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-01 120 130
' Other: All frame and sash components are SH Triple H-LC50 109x77 Fin AAMA APC
, fabricated from extruded vinyl (PVC). D5170.01-801-47.pdf
FL11834 R10 C CAC ADW-01 120 130
SH Twin H-LC40 97x84 Fin AAMA APC '
D5168.01-801-47.pdf
FL11834 R10 C CAC ADW-Ol 120 130
SH Twin Stack H-LC50 73x109 Fin AAMA
APC D5171.01-801-47.pdf
Quality Assurance Contract Expiration I
I Date '
OS/10/2017 '
Installation Instructions I,
FL11834 R10 II ADW-Ol 120 SH I
Installation- Mulled.�df
Verified By: Window and Door
� Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i 11834.4 130 Single Hung, Fin and LC-PG50-1346x1956 (53x77)-H, LC-
Flange, Single and Mulled PG50*-1219x2756 (48x109)-H PW/SH, LC-
PG50*-1842x2756 (73x109)-H PW/Twin SH,
LC-PG50*-2769x1956 (109x77)-H Triple SH,
' R-PG40-2451x2134 (97x84)-H Twin SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 130 SH
Approved for use outside HVHZ: Yes H-LC50 53x77 Fin AAMA APC D5167.01-
Impact Resistant: No ' 801-47.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-Ol 130 SH
Other: All frame and sash components are H-LC50 53x77 Finless AAMA APC
fabricated from extruded vinyl (PVC). D5167.01-801-47.pdf
FL11834 R10 C CAC ADW-01 130 SH
Stack H-LC50 48x109 Fin AAMA APC
D5171.01-801-47.�df
FL11834 R10 C CAC ADW-Ol 130 SH
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
' Page 5 of 12
Stack H-LC50 48x109 Finless AAMA APC
D5171.01-801-47.pdf
, FL11834 R10 C CAC ADW-01 130 SH
Triple H-LC50 109x77 Fin AAMA APC
D5170.01-801-47.pdf
FL11834 R10 C CAC ADW-01 130 SH
Triple H-LC50 109x77 Finless AAMA APC
D5170.01-801-47.pdf
FL11834 R10 C CAC ADW-01 130 SH
Twin H-LC40 97x84 Fin AAMA APC
D5168.01-801-47.pdf
FL11834 R10 C CAC ADW-01 130 SH
Twin H-LC40 97x84 Finless AAMA APC
' D5168.01-801-47.pdf
FL11834 R10 C CAC ADW-Ol 130 SH
Twin Stack H-LC50 73x109 Fin AAMA APC
D5171.01-801-47.�df
FL11834 R10 C CAC ADW-01 130 SH
Twin Stack H-LC50 73x109 Finless AAMA
APC D5171.01-801-47.pdf
Quality Assurance Contract Expiration
Date
OS/10/2017
Installation Instructions
FL11834 R10 II ATR066 SS 2015-08-
24.pdf
Verified By: Hermes F. Norero, P.E. Florida
P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11834 R10 AE PER3790 SS 2015-08-
24.pdf
Created by Independent Third Party: Yes
11834.5 150/160 Vinyl Single Hung H-LC30 48 x 96, H-LC40 36 x 96, H-LC50 36
x 74, H-LC40 109 x 74 Triple, R-LC35 73 x '�
109 Twin w/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-08 150 160
Approved for use outside HVHZ: Yes SH H-LC30 48x96 AAMA APC B8797.01-
Impact Resistant: No 801-47-RO.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-08 150 160
Other: All frame and sash components are SH H-LC40 36x96 AAMA APC B8797.01-
fabricated from extruded vinyl (PVC). 801-47-RO.pdf
FL11834 R10 C CAC ADW-08 150 160
SH H-LC50 36x74 AAMA APC B8797.01-
801-47-RO.pdf
FL11834 R10 C CAC ADW-08 150 160
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
� Page 6 of 12
SH Mulled Triple H-LC40 109x74 AAMA
APC C1749.01-801-47.pdf
FL11834 R10 C CAC ADW-08 150 160
SH Mulled TW ST H-R35 73x109 AAMA
APC C 1749.01-801-47.pdf
Quality Assurance Contract Expiration
Date
04/18/2016
Installation Instructions
FL11834 R10 II ADW-08 150 160 SH
Mulled Installation.pdf
FL11834 R10 II ADW-08 150 160 SH
Sin lg e Fin installation.pdf
Verified By: National Accreditation&
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.6 150/160 Vinyl Single Hung, H-LC30 108 x 74 (Standard), H-LC50 108 x
Triple w/ Cont. Head and Sill 74 (HP)
I Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-08 150 160
Approved for use outside HVHZ: Yes SH CHS Triple H-LC30 108x74 AAMA APC
Impact Resistant: No C5189.01-801-47.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-08 150 160
Other: CHS Triple configuration also qualifies SH CHS Triple H-LC50 108x74 AAMA APC
twin and single configurations using windows C1748.01-801-47-RO.pdf
not exceeding 36" x 74" in size. All frame and Quality Assurance Contract Expiration
sash components are fabricated from extruded Date
vinyl (PVC). 10/23/2016
Installation Instructions
FL11834 R10 II ADW-08 150 160 SH CHS
Installation FIN.pdf
Verified By: National Accreditation&
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.7 200 Single Hung, Single and H-LC30 48x78, H-LC50 36x74, H-LC40 72 x
Mulled 108 Mulled Twin w/transom, H-LC50 109 x
74 Mulled triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-08 200 SH
Approved for use outside HVHZ: Yes H-LC30 48x78 AAMA APC D3847.01-801-
Impact Resistant: No 47-ROpdf
Design Pressure: N/A FL11834 R10 C CAC ADW-08 200 SH
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
� Page 7 of 12
Other: All frame and sash components are H-LC50 36x74 AAMA APC D3847.01-801-
fabricated fi•om extruded vinyl (PVC). 47-RO.�df
FL11834 R10 C CAC ADW-08 200 SH
Mulled Tr H-LC50 109x74 AAMA APC
D3849.01-801-47.pdf
FL11834 R10 C CAC ADW-08 200 SH
Mulled Twin Stack H-LC40 72x108 AAMA
APC D3851.01-801-47.pdf
Quality Assurance Contract Expiration
Date
12/18/2017
Installation Instruction�
FL11834 R10 II ADW-08 200 SH
Installation - Fin Mulled.�df
FL11834 R10 II ADW-08 200 SH
Installation - Fin.pdf
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.8 300/85 Aluminum Single H-R40 48 x 84 (Std), H-R50 48 x 72 (HP)
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 300 85 SH
Approved for use outside HVHZ: Yes (3H1) H-R50 48x72 AAMA APC C9843.01-
Impact Resistant: No 801-47-RO.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-01 300 85 SH
Other: Frame and sash are fabricated from (3W1) H-R40 48x84 AAMA APC C9986.01-
extruded aluminum. 801-47-RO.�df
Quality Assurance Contract Expiration
Date
07/10/2017
Installation Instructions
FL11834 R10 II ADW-01 300 SH
Installation.pdf
Verified By: National Accreditation&
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.9 300/85 Aluminum Single H-R35 108 x 77 Triple, H-R45 88 x 72 Twin,
Hung, CHS Twin and Triple H-R50 72 x 72 Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 300 85 SH
Approved for use outside HVHZ: Yes CHS Tr (3H3) H-R35 108x77 AAMA APC
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqub%2fM2eroZG... 9/8/2015
. Page 8 of 12
Impact Resistant: No B8800.01-801-47-RO.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-01 300 85 SH
Other: Twin and Triple windows with CHS Tw (3H2�88x72 AAMA APC
continuous head and sill. Frame and sash are B8800.01-801-47-RO.pdf
fabricated from extruded aluminum. FL11834 R10 C CAC ADW-01 300 85 SH
CHS Tw (3H2) H-R50 72x72 AAMA APC
B8800.01-801-47-RO.pdf
Quality Assurance Contract Expiration
Date
04/08/2016
Installation Instructions
FL11834 R10 II ADW-Ol 300 SH Impact
Installation.�df
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.10 35/235 Impact Single Hung, LC-PG55-1346x1956 (53x77)-H
Fin and Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-00 35 235 SH
Approved for use outside HVHZ: Yes H-LC55 53x77 Impact AAMA APC
Impact Resistant: Yes D6256.01-801-18.�df
Design Pressure: +55/-55 Quality Assurance Contract Expiration
Other: All frame and sash components are Date
fabricated from extruded vinyl (PVC). For 03/31/2018
installations into alternate substrates (masonry, Installation Instructions
steel, etc.) please contact the manufacturer. FL11834 R10 II ADW-00 35 235 SH
Impact Installation.pdf
Verified By: National Accreditation&
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.11 375/95 Aluminum Single R-PG50-1219x1829 (48x72)-H, R-PG40-
Hung 1219x2134 (48x84)-H
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-Ol 375 95
Approved for use outside HVHZ: Yes (7H1) SH H-R50 48x72 AAMA APC
Impact Resistant: No D2324.01-801-47-r0.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-01 375 95
Other: Frame and sash are fabricated from (7W1) SH H-R40 48x84 AAMA APC
extruded aluminum. D2323.01-801-47-r0.pdf
Quality Assurance Contract Expiration
Date
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
' Page 9 of 12 �ii
10/07/2017 I,
Installation Instructions
FL11834 R10 II ADW-01 375 95 SH
Installation.pdf
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.12 375/95 Aluminum Single R-PG50-2235x1829 (88x72)-H Twin,
Hung, CHS Twin and Triple R-PG45*-2743x1956 (108x77)-H Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 375 95
Approved for use outside HVHZ: Yes �7H2) SH CHS Twin H-R50 88x72 AAAMA
Impact Resistant: No APC B8801.01-801-47-RO.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-01 375 95
Other: Frame and sash are fabricated from L7H3) SH CHS Triple H-R45 108x77
extruded aluminum. AAAMA APC B8801.01-801-47-RO.pdf
Quality Assurance Contract Expiration
Date
04/17/2016
Installation Instructions
FL11834 R10 II ADW-01 375 95 SH
CHS.pdf
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.13 5700/8050/105 Vinyl Single H-LC25 48 x 96, H-LC35 44 x 96, H-LC35 48
Hung, Single, Twin, and x 84, H-LC50 36 x 96, H-LC40 108 x 84
Triple Configurations Triple, H-LC50 108 x 72 Triple, H-LC35 84 x
84 Twin, H-LC35 96 x 72 Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-01 5700 8050
Approved for use outside HVHZ: Yes SH CHS Triple H-LC40 108x84 AAMA APC
Impact Resistant: No C6697.01-801-47.�df
Design Pressure: N/A FL11834 R10 C CAC ADW-01 5700 8050
Other: 5700 is new construction/fin frame; SH CHS Triple H-LC50 108x72 AAMA APC
8050 is replacement/finless frame; All frame C6697.01-801-47.pdf
and sash components are fabricated from FL11834 R10 C CAC ADW-Ol 5700 8050
extruded vinyl (PVC). SH CHS Twin H-LC35 84x84 AAMA APC
C6698.01-801-47.pdf
FL11834 R10 C CAC ADW-Ol 5700 8050
SH CHS Twin H-LC35 96x72 AAMA APC
C6698.01-801-47.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
, Page 10 of 12
FL11834 R10 C CAC ADW-Ol 5700 8050
SH H-LC25 48x96 AAMA APC C6699.01-
801-47.�df
FL11834 R10 C CAC ADW-01 5700 8050
SH H-LC35 44x96 AAMA APC C6699.01-
801-47.pdf
FL11834 R10 C CAC ADW-01 5700 8050
SH H-LC35 48x84 AAMA APC C6699.01-
801-47.pdf
FL11834 R10 C CAC ADW-01 5700 8050
SH H-LC50 36x96 AAMA APC C6699.01-
801-47.pdf
� Quality Assurance Contract Expiration
Date
03/22/2017
' Installation Instructions
FL11834 R10 II ADW-08 5700 SH
Installation Fin.pdf
FL11834 R10 II ADW-08 8050 SH
Installation Finless.pdf
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.14 8100/1100/3100/10/1000/200 H-R30-1219x1975 (48x78),
Single Hung, Single and H-R50*-914x1880 (36x74),
Mulled H-R50*-2769x1880 (109x74), H-R50*
-1829x2743 (72x108)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-08 8100 SH
Approved for use outside HVHZ: Yes LC-PG30 48x78 AAMA APC D9519.01-801-
Impact Resistant: No 47-r0.pdf
Design Pressure: N/A FL11834 R10 C CAC ADW-08 8100 SH
Other: All frame and sash components are LC-PG50 36x74 AAMA APC D9519.01-801-
fabricated from extruded vinyl (PVC). 47-r0.pdf
FL11834 R10 C CAC ADW-08 8100 SH
Mulled Tr LC-PG50 109x74 AAMA APC
D9518.01-801-47-r0.pdf
FL11834 R10 C CAC ADW-08 8100 SH
Mulled TwSt LC-PG50 72x108 AAMA APC
D9517.01-801-47-r0.pdf
Quality Assurance Contract Expiration
Date �
07/09/2018
Installation Instructions
FL11834 R10 II ADW-08 8100 SH
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
' Page 11 of 12
Installation - Finless.pdf
' Verified By: National Accreditation&
Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.15 9000 Single Hung LC35 48x96, LC45 48x75, LC50 48x75 HP,
LC35 108x72 TR, LC50 108x72 TR HP, LC40
96x72 TW, LC40 109x72 TR, LC40 48x108
PW/SH, LC50 48x108 PW/SH HP, LC30
48x108 SH/PW, LC50 48x108 SH/PW HP,
LC40 72x108 Transom/TW, LC35 108x96 TR
PW/TR SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R10 C CAC ADW-00 9000 SH
Approved for use outside HVHZ: Yes CHS Triple H-LC35 108x72 AAMA APC
Impact Resistant: No C5184.01-801-47.�df
Design Pressure: N/A FL11834 R10 C CAC ADW-00 9000 SH
Other: All frame and sash components are CHS Triple H-LC40 109x72 AAMA APC
fabricated from extruded vinyl (PVC). C0073.01-801-47.pdf
FL11834 R10 C CAC ADW-00 9000 SH
CHS Triple H-LC50 108x72 AAMA APC
C5184.01-801-47.pdf
FL11834 R10 C CAC ADW-00 9000 SH
CHS Triple Stack H-LC35 108x96 AAMA
APC C6694.01-801-47.pdf
FL11834 R10 C CAC ADW-00 9000 SH
CHS Twin H-LC40 96x72 AAMA APC
C0073.01-801-47.�df
FL11834 R10 C CAC ADW-00 9000 SH
CHS Twin w Tr H-LC40 72x 108 AAMA APC
C0072.01-801-47.pdf
FL11834 R10 C CAC ADW-00 9000 SH
CHS w Tr H-LC40 48x108 AAMA APC
C0072.01-801-47.pdf
FL11834 R10 C CAC ADW-00 9000 SH
CHS w Tr H-LC50 48x108 AAMA APC
C0072.01-801-47.pdf
FL11834 R10 C CAC ADW-00 9000 SH
H-LC35 48x96 AAMA APC B8979.01-901-
44-RO.�df
FL11834 R10 C CAC ADW-00 9000 SH
H-LC45 48x75 AAMA APC B9877.01-901-
44-R1.�df
FL11834 R10 C CAC ADW-00 9000 SH
H-LC50 48x75 AAMA APC C5183.01-801-
47•�df
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� Page 12 of 12
FL11834 R10 C CAC ADW-00 9000 SH-
PW CHS H-LC30 48x108 AAMA APC
C5185.01-801-47.�df
FL11834 R10 C CAC ADW-00 9000 SH-
PW CHS H-LC50 48x108 AAMA APC
C5185.01-801-47.�df
Quality Assurance Contract Expiration
Date
OS/14/2016
Installation Instructions
FL11834 R10 II ADW-00 9000 SH
Installation Details.�df
Verified By: National Accreditation &
Management Institute
Created by Independent Third Party:
Evaluation l�eports
Created by Independent Third Party:
' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG... 9/8/2015
�
ZNSTALLATION NOTES: �
1. ONE(1)WSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION AT R I U M C O R P O RAT I O N �� ` ���
SHOWN. .. . . . .r,.
2. THENUMBEROFINSTALLATIONANCHORSDEPICTEDISTHEMINIMUM SERIES 130 900I�MBASSADORROW
NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION OFTHE D�LLAS,TE%AS]524]
MAXIMUMSIZELISTED. rH(t�a)ba7-z696 F%:(21Q424-6]3C
3. INSTALLINDIVIDUALINSTALUITIONANCHORSWITHINATOLEflANCEOF±uZ SINGLE HUNG WINDOW � V M m
INCH OF THE DEPIRED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., 3 L" H�t v P
WITHOUT CONSIDERATION OF TOIERANCESJ.TOLERANCES ARE NOT p� Z Z vj�� �
CUMULATIVE FROM ONE INSTALLATION ANCHORTOTHE NE%T. N N Q Zo p m� P
�
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING �� w� �v� x
SHIM�S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE w Z Z� l9 w� LL
SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED �_ �F H m w �
OF HIGH DENSITY PLASTIC OR BETTER. � �' �¢m n
GENERAL NOTES. � H Q H Z N a
' S. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE q10 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED N � m a Q Q
WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. w� � s w o P '
BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN � w��
6. THROUGHFRAME:FORINSTALLATIONTHROUGHI%BUCKTO EVALUATEDACCORDINGTOTHEFOLLOWING: TABLEOFLONlENTS � � � d
. AAMA/WDMA101/I.5.2/A440.05/08 SHEET REVISION SHEETDESCRIPTION
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3J16 �
INCH DIAMETER INJTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 • �MA 450-10 � �
INCH MINIMUM EMBEDMENT. Z, ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY 1 A GENERAL 61NSTALLATZON NOTES � o
7 THROUGH FRAME:FOR INSTALIATION INTO METAL STUD OR APPROVED AND 2x FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM Z A ELEVATIONS
MULLION USE q10 GR.S SELF TAPPING SCREWS THROUGH THE FRAME OF C�PABLE OF WITHSTANDING AND TRANSFERRING APPLIED m �
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITV OF 3 A ANCHOR LAYOUTS-THROUGN FRAME
BEYOND METAL FRAME SUBSTRATE. THE ENGINEER OR ARCHITER OF RECOftD FORTHE PROIECT OF
INSTALLATION. 4 A ANCNOR LAYOUTS-THROUGH FIN � w
,8. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE N8 WOOD 5 A VERTILAL SECTIONS Q
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND
SCREWSTHROUGH THE FIN OF SUFFICIENT IENGTH TO ACHIEVE 11/21NCH �
MINIMUMEMBEDMENTINTOWOODSUBSTRATE. ANCHORE�TOPROPERLVTRANSFERALLLOADSTOTHE 6 A HORIZONTALSECTIONS O U
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE ^
9. THROUGH FIN:FOR INSTALLATION INTO METALSTUD OR APPROVED RESPONSIBILIN OFTHE ENGINEER OR ARCHITECTOF RECORD FOR � �` MULLION DETAILS 6 GLAZING DETAIL �� H �
THE PROIECT OF INSTALLATION. H
MULLIONUSE7785E1F7APPINGSCREWSTHROUGHTHEFINOFSUFFICIENT H z
LENGTH TO ACHIEVE A MINIMUM Of 3 THREADS PENETRATION BEYOND q, THE INSTALLATION DETAILS DESCRIBED HEREIN AftE GENERIC AND � V OH
METALFRAMESUBSTRATE. MAYNOTREFLECTACTUALCONDITIONSFORASPECIFICSITE.IF W w H
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, $ITE CONDITIONS CAUSE INSTALlATION TO DEVIATE FROM THE � � p
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR w
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE �
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF W�TH THIS DOCUMENT IN NON-HVHZAREAS. �
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 5. APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON THIS MAX O.A.SIZE
COATING. DESIGN MISSILE
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WIDTH HEIGHT �ONFI6URATTON pRE55URE IMPACTRAlING Z Q
12. FOR HOLLOW BIOCK AND GROUT FILLED BLOCK,DO N0T INSTALL 6. WINDOW FRAME MATERIAL.PVC \� / m
INSTALLATION ANCHORS INTO MORTARJOINTS.EDGE DISTANCE IS 53" 77" O/X �/-50 PSF NON-IMPACT ��� �/
MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTARJOINT INTO ��� Q * a���1��i%�
7 DISSIMIIAR METALS INCLUDING FASTENERS THAT MAV COME INTO 108 y" O/O/X �/-50 PSF NON-IMPACT � � ��Y� '
FACESHELLOFBLOCK. 48�� � !(�,�••""�"••,y��
CONTACT WRH ALUMINUM UNIT FRAMING SHALL BE PROTECTED
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR IN ACCORDANCE W ITH THE CURRENT FBC. 72 S4" 108 y" O/DOUBLE O/X �/-50 PSF NON-IMPACT � Q,:��°n�}`�y� �"
MANUFACTIIRER'S INSTALLATION INSTRURIONS,AND ANCHORSSHALL NOT 96 y 84" DOUBLE O/X �/-50 PSF NON-IMPACT �� �'� O� -
8. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 GlASS �W�3
BE USED IN SUBSTRATES WITH SfRENGTHS LESSTHAN THE MINIMUM N ;-��5� '�
CHARTS.SEE SHEET 7 FOR GUIZING DEfAIL EP�
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 109° 77" TRIPLE O/X �/-50 PSF NON-IMPAGT �
= u� . �z ���_
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B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 P51.
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MINIMUM COMPftES51VE STRENGTH OF 2000 PSI AND GROUTCONFORMS F-p Z h Y LL ��
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E. STEEL-MINIMUMYIELDSTRENGTHOF33K51.MINIMUMIBGA.WALL Digitally signed by Hermes F.Norero,P.E. ATR066
, THICKNESS.
F ALUMINUM-MINIMUMALLOY6063-TS.MINIMUMWALLTHICKNESSOF Reason:I am approving this document
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