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55 3M' FRAME O.D.
<br />321/8" MAX'-� --
<br />49" FIXED WIDTH DLO 52 iia• MAX
<br />4W FIXED WIDTH DLO
<br />SEE SHEET 9 6" 4100.11
<br />e, FOR ANCHORAGE - 4" MAX. MAX TYP
<br />�' REQUIREMENT$ MAX. TYR
<br />9"
<br />MAX.
<br />-- 3v1 U4" as W4"
<br />FIXED / FD[ED
<br />HEIGHT DLO //////111 HEIGHT DLO
<br />75, 79'
<br />MAX. MAX.
<br />-� o as
<br />10, __ -- 78IA"
<br />MAX _ - - FRAME
<br />LL
<br />W
<br />33 3W _ 33 3J4
<br />/x/
<br />HEIGHT
<br />/ BASH
<br />HEIGHT DLO / H E16HT DLO
<br />v
<br />— !� x rlxlnUL�i'REYIBLD
<br />n compl,•i�p•7YLIYe4TerW"
<br />— q N�fd�;ulnnnNie tQ
<br />er 4,r4"
<br />MAX 4b 314" SASH 11YfD TIt DL 0 45 3/4• SASH WIDTH DLO MAX- IN Pfd&rd
<br />TYP.
<br />BOX FRAME INTEGRAL FIN
<br />MAX. SIZE = 52.125" X 75" MAX. 8RE x 92.125" X 73'
<br />.`
<br />y
<br />``y Lyt1N Mdu(�,fiii��
<br />NOTE: ;tk':�,;�
<br />1
<br />1. FOR BOX FRAME SECTIbNS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 8 AND 10.
<br />2. FOR INTEGRAL. FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETI I, - LUmwdahc
<br />-
<br />(A to n 'LU-
<br />ec, trrtsroT A PER hr+M!lMDELiTIERDATED fl>yt34A9 rrgrry ' ^Q '' stptfcof _�
<br />W707ECHNOL08YORIVE ELEVATICWS �� Qp:•'
<br />ad fmaw a AWM10'AUX WMIPAIBI WnDeiWFA A11P1AiyrM t1DKOMIS, FL342YI .n _ �Q�'•.
<br />Jl r£cmi — c NOC)MIA7tl8 rrUs£JIEEr P.D.BO)(167a V!n S' Nun IiUI/fdol4', A�fkah 1 Gf `'��7SSlOisl�,�
<br />l wnM no? - HOKOFAi. PL 342YA yaii* 0 „ '"`""'"" °'�'. ^� A. LI'�tN OIL A, P.f;.
<br />AG Da7T7A1d — ---- ar,= NTS 2 d 11 51F1•J C FLP.E.0587otl
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<br />IF
<br />®►,��I©�7�7©©©©©©©©©���
<br />Ik�l101©0
<br />Example: 52.125 x 75 For 111 Window s
<br />3 ,♦ Anchors required in the hand
<br />3 4
<br />Anchors required belmv the WM
<br />Anchors required above the MTR
<br />PxarrTple. 92.125 x 82.500 For View VWdow a
<br />3 Head" R
<br />3 4
<br />Sash*
<br />Fixed •"
<br />NOTE FOR VIEWWNDOWSUSE VIENVFIXED WINDOWHEIGHTFOR ANCHOR QUANTITY INHEADANO
<br />ABOVE THE MM. AND I)SE 11116 V IEW SASH WINDOW HEIGHT FOR ANCHOR QL A NTTTY BELOW THE MTR
<br />KftXIMUM HEIGHT FOR VIFW WINDOW IS 62 7l211.
<br />NOTE; FOR VIEWrWINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE.
<br />0 191i1JDa M W14W-D4OELFrrER a4rto I" VV
<br />,Ar falvrlrr c 11orr1'AryrGertussll
<br />14OWNOLOGY LM'f$ E
<br />NOKOMIa. FL �75
<br />PA. Box 1420
<br />NOKOWVf FL9427a .... vkal7 &,ra r
<br />010 SCRON)
<br />ifs" RAIN. ' --
<br />Zc WOOD 811CK
<br />NOT£ 9)
<br />OPTIONAL '"'
<br />FLAVOE
<br />SCRL%Y
<br />Y"
<br />N V=O BU C K
<br />(SEE NM 3)
<br />318 " MIN.
<br />114"
<br />MAX.
<br />_.. SHIM
<br />OPT QVA4 FLANGE --'
<br />JAMB WJ BOX FRAME HEAD W113OX FRAME
<br />THROUGH FRAME INFO 2x WOOD THROUGH FRAME INTO 2x WOOD
<br />I" WOODBUCK
<br />(SEE NbTEB)
<br />3.6 KSI MIN. CONMETY : ".: ." •.�
<br />1 14" MAx, SHIM I+^ OR 19 htSi MIN. CMU - --- _ -
<br />f.„ oPrahruu.
<br />FLANGE
<br />ANCHORAGE NOTES FOR BOX FRAME:
<br />1. ANCHOR TYPES: 1-;line" ULTRAWNS
<br />2-919$CREWS
<br />2. ANCHOR LOCATIONS ARE BASED ON THE
<br />FOLLOWING DILAENSiONS.
<br />HEAD- WMAX, FROM TOP CORNERS
<br />JAMBS - 9" MAX FROM TOP CORNERS"
<br />("NOT TO EXCEEE 114 OF TOTAL WINDOW HE IGHT)
<br />6" MAX. FROM BOTTOM CORNERS
<br />4" MIN. BELOW MTG. RAIL
<br />SILL -ANCHORS NOT REQUIRED
<br />3. INSTALL PER THE ADJACENT TABLE ANCHOR
<br />OUANTITIES USING THE DMENSIMAL CRRERIA OF
<br />NOTE 2.
<br />4, ANCHORAGE SHOWN FOR BOX FRAME MATH OR WITHOUT
<br />OPTIONAL FLANGE.
<br />5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE. SEE SHEET 11.
<br />111 WINDOW
<br />621W
<br />VIEW WINDOW
<br />�— 52118'
<br />.eH — FIXED
<br />AH SASH
<br />ANCHORAGE SPACING
<br />rft
<br />MW fnge Hung Windyow, LaTe Iw/saris
<br />sfifeo NTS 9 .11 6191-1
<br />Cr L-,3118" ULTRRCGW � I---i 1 j1=I f
<br />1x w(m bugle 3116" iJOPACON 1 J
<br />(SEE "rc 3y
<br />OPTIONAL FlANOF.
<br />,IAMB W18_OX FRAME HEAD WJ BOX FRAME
<br />THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRIE:TE
<br />1x BUCK OPTIONAL ix BUCK OPTIONAL
<br />NOTES:
<br />1. FOR CONCRETE AVPOCATIONS IN AMAMI-DADE COLINTI', USt- ONLY M1AN1i-DADS COUNTY A PPROVR) VI(r ULTRACON. EMBEMB'I 3X- MIN, DISTANCE FROM ANCHOR
<br />TO CONCRETE EDGE IS 1" MINIVIUM.
<br />7. FOR Vy,00D AFPLfCAT10N$ IN AM AMI-DADE COUNTY, VS€ 010 STEEL SCREW, EMBEDLD 1 31W MIN..
<br />3. SNOOD BUCKS DEPICTED IN T►IC SECTIONS ON TIWS PAGE AS 1x JkRC BUCKS WHOSE TOTAL THICKNESS iS LESS THAN 1 112". IY WOOD BUCKS ARE OPTIOWL IF ONPT
<br />CAN BF INSTALLER DIRECTLY TO SOLID CONCRETE. W00D BUCKS D1 P1CTED AS 2x Alta" I V2" THCK OR GRFATER. iHSTAI LATION TD THE SUBSTRATE OF WOOD
<br />9UCit9 To 54 ENIWKELRED BY OTHLka Ott AS APPROVtib LAY AUTHORITY HAMNO.IUFUSbItl ION,
<br />4, FOR AT I ACHMENT TO ALUMINUIIA, T}R MATERIAL SHALL BE A MINIMUM STRENGTH OF OM -TO AND A MINIMUM OF 116" THICK• ThF ALOMINW SV144MURAL► EMBER
<br />SHAH BE Of: A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMXAR TU THAT SkUWINa IN THESE DETAILS F OR 2x WOOD BUCKS. THE ANCHOR SI IALL
<br />BE A 910 SHEET METAL SCREW WITH FULL ENGAGE MFN-f INTO THE ALUMINUM. IF THL:SE CRITERIA ARE k1ET, THE WSPECTIVE DESIGN PRESSURES AND ANCHORAGE
<br />SPACING FOR ULTAAGONG MAY BE USED,
<br />D.G. t i r�lvae nerr �cw�x>aanr=c� ries DATED, ras rml r tF4018CfIWtht.00Y DIaVE ANCHORAGEGE DETAiLS - SOX FR4ME•
<br />. —
<br />fxG !7/1M a 111119 NGE r"M 6HEI: i )a$2 =. FL Hirt •'"
<br />dl wrorrrl 9 c NO G1AM6E 7i05 sh1 t7 P a apx lF2a --- Wn H Window, La a 1'i�Q 6010 It
<br />,. ,, , PW '� jNOMMIB, FL *274 111%a y Ratter - aft"" MT5 0 + 11 ` 31914
<br />_ U.0. peu+t o _ 4
<br />`R0I )UL.T REVISED
<br />ii cam0yk3j{,vfdl0s Florida
<br />Dtidding node
<br />nc�p aRM 1V01
<br />Is< 'feNvnz 4-
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<br />MI•m Re TwrL,K �.
<br />* •!!.. NO.55705
<br />A.
<br />K- STAr(OF/941
<br />A. LYW'Ii1IaW P.E.
<br />FL P.E.i 58705
<br />��yypt)l3Cr Hr+Vl1:g1).
<br />c,r w�iyrr4�N+11n tfb Tlorld„
<br />poldj%Code
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<br />IAiAri uk MO CL
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<br />A. LVRN laktl!e& p.E.
<br />Ft P.E.0 68705
<br />1 W MAX. SHIM—I
<br />[-
<br />2x WOOD BUCK
<br />(SEE NOTE 2)
<br />118' DIA, x 1 1/2' NAAaL.
<br />S• MAN
<br />�] CORNa3t 8 It 1,
<br />L E I OPTIONAL FLANA
<br />118" DIA. x 1 iM NAL,
<br />2114- hAAX. FRSMt
<br />CORNER & 41WO.C..
<br />OPTIONAL FLANGE -J
<br />JAMB W1 NAiL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING
<br />2x WOOD BUCK
<br />NOTE 2)
<br />OPTIONAL
<br />FLANGE
<br />'
<br />7'xr
<br />HIM
<br />1/a" DNA. x 1 112• NAPL,� -
<br />a` MAx PROM
<br />CORNER & 41/0' O.C.. 71I WOOD BUCK
<br />IEEE MOTE 2)
<br />HEAD W/ NAIL FIN SILL WJ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
<br />NOTES:
<br />1. FOR INTWRAL FIN APPLICATIONS IN MA N-DADE COUNTY, USE tl$" DIA. K 1 112" NAIL.
<br />2. WOOD 13UCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I I/r, tx {MOOD
<br />BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 7..x ARE 1 IQ' THICK OR
<br />OREATEfL INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED by AUTHORITY HAVM
<br />JURISDICTION.
<br />3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE
<br />ALUMINUM STRUCTURAL MEMBER SHALL HE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
<br />THESE DETAILS FOR 2x WOOD i3UCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
<br />IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE ;USED.
<br />AdL 1 1:/3M I A I FBRNM6,OMfX Lff7n e1DA7rn #MOM I IRR"folk g n0000l AfJf-J4n)7Ar2F nrTAm C-
<br />Wm TeCtNfOLOOY ORINU
<br />NOKWA Plasm
<br />P,o. •4K 1549
<br />NolwM►a, a aarr4
<br />V%ib& &Mr ! i9HiD0 I NTS I -11 -111
<br />MIAMi�OAD MIAMl-DADS COUNTY
<br />PRODUCT CONTROL SECTION
<br />1)RPARTKFWr OF PI RM11"11NC, ENVIRONMENT, AND RBGVLATORY I2805 SW 26 Street, Room 208
<br />AFFAIRS (PERA) Miami, Florida 33175�2474
<br />BOARit AND CODE ADM1NTSfRATION DIVISION T ('786) 315-2590 F (7R6) 315.2S99
<br />NOTICE OF ACCEPTANCE (NOA) ,r<wn.gaigfuidedL.aor/earN
<br />PCT Ind Latt,>ca
<br />1070 Technology Drive
<br />North Venice, FI, 34275
<br />seop is
<br />This NOA is being issued under the applicable rules and regLilations governing the use of construction
<br />materials. Ttte documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
<br />Product Control Section to be used in Miami Dade County and other at'eas where allowed by the Authority
<br />Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />Section (In Miami Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right
<br />to have Oils product or material tested for quality assurance purposes, If this product or material fails to
<br />perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIR) may
<br />immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
<br />reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
<br />Section that this product or material fails to meet the coquirements of the applicable building code.
<br />This product is approved as described herein, and has been designed to comply with the Florida Duilding
<br />Code, including the High Velocity Hun'ieane Zone.
<br />DESCRIPTION: Series "8H-S00 Vinyl" White PVC Single Hung Window-L,.M.1.
<br />APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
<br />impact', sheets 1 through I 1 of 11, dated 08/07/08 with revision C dated 10107/11, prepared by
<br />manufacturor, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
<br />Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami"Dade
<br />County Product Control Section,
<br />MTSSILE IMPACT RATING: Large and Sinall Missile Impact Resistant
<br />LABELING: Each unit shall bear a pennanent label with the manufacturers name or logo, city, state,
<br />modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
<br />rioted herein.
<br />RENEWAT, of this NOA shall be considered after a renewal application has been filed and there has been
<br />no change in the applicable building code negatively afl-ecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
<br />in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
<br />of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
<br />to comply with any section of this NOA shall he cause for termination anti removal of NOA.
<br />ADVi:RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
<br />followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
<br />displayed, then it shall be done in its entirety.
<br />INSPECIZON: A copy of this entire NOA shall be provided to ilia user by die manufacturer or its
<br />distributors and shall be available for inspection at the job site at the request of the Builduig Official.
<br />'11tin NOA revives NOA 4 08-0820.14 and consists of this page I and evidence pages E-1 and E-2, as well
<br />as approval document mentioned above.
<br />The submitted documentation was reviewed by Manuel Peres., P.E.
<br />NOA No, 11-1013.19
<br />~ Expiradon Date: January M, 2014
<br />Approval Date: December 06, 2011
<br />rage 1
<br />•eonuc•r aevcsm
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<br />OVO fitiIf
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<br />A. LYNU 641Ll A', P.E.
<br />FL P.E.# 56705
<br />
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