|
l .
<br />GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW
<br />1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQU
<br />IREMENTS OF THE FL
<br />ORIDA
<br />BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (NVHZ), 53-1/8'" TIP -TO -TIP WIDTH - 82.1/8' BUCK WIDTH
<br />2) SHUTTERS ARE REQUIRED WHEN USED IN WIND•BORNE DEBRIS REGIONS. - 52-1/6" BUCK WIDTH - 49-118"
<br />S VISIBLE LIGHT
<br />ANCHORS VI IB
<br />NOA 4 -!8"
<br />MI -DAD E COUNT Y APPROVE D MASO
<br />01
<br />- D COUNTY, U ON L:Y MIA
<br />MI DA E OVN SE REQUIRED IN � LIGHT N R U � VISIBLE
<br />S) FOR MASONRY IA1.8 UAPPLICATIONSI Q I
<br />' ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM QUO CONCRETE FLANGE B MAX. 3"MAX. �^-- -.�....p
<br />MASONRY UNITS AND CONORETS WITH MIN, KSI PER ANCHOR TYPE, SEE TABLES 6 & 0, SHEET 4 & 5, FRAME HEAD t
<br />4) MASONRYANCHORS MAY BE,U6ED INTOWOOD AS PER TABLE 5,SHEET 4, ALLWOOD BUCKS LESS THAN1-1l2"THIK ARE TD BE CON$IQERED iX INSTAlLAT10N8. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT 18-INSTALLED - - - S5-1/2"-
<br />OIRECTLYTO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1.112" THICK 17R GREATER• 1X AND 2X BUCKS ®" NAX. FROM '- VISIBLE - ---- -.- - VISIBLE
<br />(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOp BUCK DESIGN CENTER OF 21" LK3HT + VISIBLE
<br />6 LLATION I THE RESPONSIBILITY OF THE SNGINEE'sR OR ARCHITEOT OF RECORD, - MEETING 78' - LIGHT
<br />AND IN TA S - MAX. O.O. /
<br />RAIL � TIP•TO e" MAX.. O.C. -
<br />0) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS TIP.
<br />OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 0, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL 77" HEIGHT
<br />FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULQ BE SEALED. OVERALL SEALINGIFLASHING - FA
<br />STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK 1HEIGHTT77"
<br />OFTHES6INSTRUCTIONS. 9"MAX, FFbM � j BUCK
<br />0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTEROF HEIGHTSUBSTRATE. USE $HIM$ QAPASLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST 0E - MEETING. -SUFFICIENTLY ANOHORSO TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. RAIL ///
<br />y J-
<br />1
<br />7) DESIGN PRESSURES;
<br />Illff!� —d
<br />A. NEGATIVE 61®N LOADS SASEP ON STRUCTURAL TEST PRESSURE, FRAME ANALYSI9ANP GLASS PER ASTM
<br />E1300.
<br />B, POSITIVE DESIGN LOADS BASED ON WATER- TEST PRESSVRE, STR
<br />UC
<br />TURAL TEST PRESSURE, FRAME NO ANCHORS RS3' x-...
<br />J
<br />.-.-•-D _ ANALYSIS AND GLASS PER ASTM E1300. � � - - 1N FLANGE FRAME 811.E -- 0" MAk. O
<br />MAX. ,C•
<br />THE AI HORAOE METHOD$SHOWN HAVE. BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING -TO E. ELEVATION TYP, INTEGRAL FIN FRAME ELEVATION _
<br />THE REQUIRED DESIGN PRESSURE. THE 331/3%STRESS INOREA$E HAS NOT BEEN USED IN THE DESIGN OF TYP- FLANGE FRAM - - `�-ESTED UNIT)
<br />THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANQHQRS INTO WOOD. . (TESTED UNIT)
<br />ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
<br />OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, -
<br />9) REFERENCES: TEST REPORTS FTL-64791 ELCO ULTRADQN NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS-2(I05
<br />FOR WOOD CONSTRUCTION AND AOM-2006 ALUMINUM DESIGN MANUAL. ' -
<br />GUIDE TO SHEETS:
<br />ME OR
<br />GE FRAME) I LAN 1
<br />KNOWN AS THE 4000 SERIES F
<br />1Q) THE RIE SERIES AMe), HUNG WINbOW WAS FORMERLY N
<br />4Q01 SERIES (FIN FRAME). - GENERAL NOTES ............ ....1
<br />- ELEVATIONS.'
<br />LEVATIONS.... .................... 1
<br />,. DESIGN PRESSURE RATING - - IMPACT.RATINO DESIGN PRESSURES .,........2 & 3
<br />VARIES, - - NOT RATED FOR - INSTALLATION. FLANGE........., ,4 _
<br />SEE SHEETS 2 & 3 IMPACT RESISTANCE NSTALLATION, INTEGRAL FIN...5
<br />WINDOW SHAPE$ AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING T HE _ - ANCHOR QUANTITIES.......... -. @
<br />G v T ILS................... 7
<br />GLAZING B A.
<br />SHAPE IN A BLOOK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. CORNER ASSEMBLY .............. 7
<br />EXTRUSION PROFILES.............-S
<br />PARTS LIST ..........0
<br />F"--' WIDTH _-P I I^"I'•` WIDTH -►{
<br />.... �.. PRODUCT REV138P
<br />aomPlylrlg edlh the PTodd4
<br />BYIt I q (:ode
<br />AadePtanceNo II'_ Qom•
<br />- v r : Ered n r>ara (a
<br />D (e' - Re la on Bz 9 O Rdvleed a
<br />Br P
<br />7 � /
<br />HEIGHT� . ..... JJ 10/10/11 2010 FBC NOTE By
<br />HEIGHT ^ R2,• V 4Mtem Dada PTodael nl
<br />•., *- % Rw/nd By: DpN:- Revlarom
<br />is f 140. 58705 -
<br />_ (L' DeetHptlon: Drown Byr
<br />Ct e t GENERAL NOTES & ELEVATION J ROSOWSK)
<br />-O i T C(1, Dote:
<br />STA = 1070 TECHNOLOGY DRIVE Tifle:
<br />EOUAILIrE - PROVIEWIORIEL ARCRTOPPROVIEW/ORIEL RAeN9TOPEOUALLRE 'i0i(`'••,• FLOR\OP''�C9\�` N. VENIOh, FL 3427E SINGLE HUNG WINDOW INSTALLATION 06/11/11
<br />. 'v �lS , • i. ` P.O. BOX 1529 5 . Drowing No. Rev:
<br />'/,r`S/Oi�la1\\G•" ` NOKOMIS; FL 34274 sedeefModer: scobr - A
<br />A. LYNNMILLER, P.E. CERT, OF AUTH. #28298 5H-200 NTS MD SH2O0-01
<br />P.E.#88705 -
<br />1
<br />TABLE 2:
<br />Monolithic Glass Types
<br />PRODUC "VLSBD
<br />w{lh the Florida
<br />A 1/8"Annealed
<br />os cotnPlYl>B
<br />Buitdig8codc
<br />No II•
<br />I 121�
<br />8 1/8° Tempered
<br />AccpPtwsce
<br />PxPlmtion Ante
<br />C 3/16" Annealed
<br />D 3/16" Tempered
<br />By
<br />N1;an,i �a rodeo. LL
<br />E 1/4" Annealed
<br />F 1/4" Tempered
<br />TABLE 3!
<br />T
<br />o
<br />as
<br />,ram
<br />Insulated Glass Types
<br />ter
<br />G
<br />1/8" Annealed, 1/4' Airspace 1/8" Annealed
<br />O
<br />z
<br />O
<br />N
<br />H
<br />3110" Annealed, 3116" Airspam 1/8" Annealed
<br />Nj
<br />I
<br />1/8,, Tempered, 114" Airspace, 11S" Tempered
<br />j
<br />3/16".Tempered, 3/18" Airspace, 1I8" Tempered
<br />W
<br />Q
<br />z
<br />Q
<br />m
<br />o
<br />FIGURE A; SASH
<br />CROSS SECTION
<br />(WITH 1.0. GLASS)
<br />Z
<br />LLi
<br />C)
<br />z
<br />B i-
<br />(�
<br />§
<br />Z
<br />�
<br />z
<br />C)
<br />.
<br />II II
<br />Z
<br />z
<br />Li
<br />N
<br />II II
<br />II
<br />SASH
<br />TI -�j
<br />C0
<br />W
<br />O`
<br />8 Z
<br />VISIBLE LIGHT
<br />II
<br />HEIGHT
<br />s
<br />HEIGHT
<br />II I
<br />-
<br />SASH HEIGHT - 3-0/18"
<br />II II
<br />�np+<
<br />m
<br />II II
<br />II
<br />I
<br />OMP�
<br />CNV N
<br />pR�i
<br />III I
<br />rag
<br />o
<br />6Z
<br />�lnlluur//
<br />..........
<br />.....
<br />al
<br />NOTES
<br />1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
<br />A).
<br />_-
<br />_ �; w
<br />- e'•' i " o,
<br />tom-• O i Z -
<br />TYPES B - J. NOT APPLICABLE WITH 118" ANNEALED GLASS (TYPE
<br />AVAILABLE WIDTH OR
<br />-. ; W ,,,
<br />->,•U o
<br />•,
<br />S y
<br />p N u ; O _ $
<br />Z
<br />z a
<br />2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
<br />THE TABLE,
<br />7
<br />�� `
<br />HEIGHT DIMENSION SHOWN ON
<br />jay.
<br />,.'•�2t/� d
<br />v//1/1111100"
<br />- "v r •,. w I !I' ll1 IFp7l�rIn y"W"> 4AR4e7a-N� �,IIMI
<br />M IAMIZDAD MIAMI-DADL COUNTY _
<br />In
<br />EDGE DISTANCE
<br />INSTALLATION DETAILS FOR FIN FRAME$ EDGE EDGE EDGE
<br />TYP. ANCHOR TYPE EMBEDMENT AND DISTANCE 1/4"MAX SHIM DISTANCE
<br />"6H6,�
<br />GE DISTANCE PER SUBSTRATESEE 1/4" MAX SHIM TYP. ANCHOR TYPE, I
<br />EMBEDMENT AND EDGE 2X WOOD, SEE
<br />2X WOOD, DISTANCE PER SUBSTRATE, —� NOTE 2, THIS
<br />ZX WOOD, SEE NOTE 2, THIS SHEET9EE NOTE 2, SEE TABLE 8, THIS SHEET. SHEET
<br />INSTALLATION OPTION6EMBEDMENT 2xwooD THIS $MEET HORIZONTAL SECTION C-CCURVED HEADER IINSTALLATION DISTANCE --�" DISTANCE I{j SEE NOTE 2,.27
<br />ANCHOR(SCREW)THIS SHEET 2e $1 10 EMBEDMENT
<br />THROUGH THE FINEDGEEDGEDISTANCEJ DI
<br />777 �L EMBEOMEM'
<br />IM" MAX SHIM IM- MAX SHIM
<br />6 TYP. ANCHOR TYPE, 9B
<br />i TD EMBED DISTANCE
<br />I TYP. ANCHOR TYPE,
<br />1.485'• 6QGEDISTANCE � 4 --- - - q INSTALLATION
<br />EMBEDMENT 2 .
<br />PER SUBSTRATE, E _ OPTION e -
<br />I
<br />T
<br />1 SEE TABLE 6, THIS DISTANCE PER THIS
<br />E, INSTALLATION - -=- --
<br />J__ SHEET. SEE TABLE 6, THIS SHEET. -- 84 INSTALLATION ANCHOR -
<br />VISIBLB I`NOIALLATION OPTIONS 32 EXTERIOR (NAIL) THROUGH THE FIN-
<br />38 INSTALLATION 43 -
<br />OPTION E
<br />LIGHT THROUG (SCREW) -.T VISIBLE LIGHT WIDTH
<br />- HEADER - --
<br />H I 81 30
<br />STRAIGHT
<br />E GHT THROUGH THE FIN
<br />INSTALLATION ANCHOR BucK WIDTH EGRESS FORMULAS
<br />2e(SCREW) THROUGH THE FIN (EQUAL-LITE)
<br />MULLION SECTION- _ HEIGHT; BUCK HIEIGH172-5-1$118"
<br />V -D MULLION MAY D D�APPR E BE
<br />O _ AE 0 ,
<br />J\ 8' VERTICAL OR HORIZONTAL. MAX. �VISIBLE LIGHT FORMULAS
<br />EXTERIOR f INSTALLATION
<br />J - 1/4" SHIM. SEE SUBSTRATE
<br />\ PROPERTIES TABLE e, THIS SHEET. (EQUAL-LITE)
<br />BUCK TE)
<br />OPTION 7 ,
<br />USE EITHER WIDTH (SASH): BUCK WIDTH • 4•1/18"
<br />INSTALLATION
<br />BUCK � -LATCH (# 28) OR - WIDTH (FIXED): SUCK WIDTH - 3"
<br />BOTTOM LOCK THROUCHORGH
<br />(SCREW) ���y--
<br />HEIGHT 32 THROUGH THE FIN 1/4" MAX. SHIM EXTERIOR �-' HEIGHT; (BUCK HEIGHT -6-1/18") / 2
<br />(#i 1). TESTED
<br />35 UNIT LOCATION: WITH FIN
<br />Ij 6-5/8" FROM REMOVED
<br />64 VENT END, #10 STEEL =_
<br />SELF -DRILLING -� TABLE 8;
<br />VISIBLE I SINS (06)
<br />LIGHT ,
<br />I
<br />HEIGHT 34
<br />II
<br />11 6
<br />O
<br />EXTERIOR O I r -
<br />/
<br />4 3
<br />AfIr b,
<br />2 284" ALUMINUM/STEEL FRAMING OR STEEL
<br />31 20 STUD. SEE SUBS "IRATE PROPERTIES,
<br />TABLE 6, THIS SHEET.
<br />�°/ NOTES
<br />PRODUCl' REVISED'
<br />/ 5dIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE.
<br />Il4" MAX SHIM 1 Pe complying with Itre T•lodda
<br />1) USE ONLY SUBSTRATE I I I I I I I Bulldih8 Code Y 0/ 2
<br />w ca No
<br />r- . AcceP t -
<br />.Ji._ APPROPRIA-fE ANCHORS LISTED �� LYNN vi/ Ravleed By: 06ter Revinlon: P.:I irenpn Dale Olf/j
<br />_ ON TABLE B OF THIS SHEET. \ � pN'.... .... .
<br />TYP. ANCHOR TYPE, FALLOW EMBEDMENT AND EDGE �4�.•VrC,ENSF F"P JJ 10/10/11 NO CHANGE By 7
<br />EMBEDMENT AND EDGE —^- EDGE DISTANCE LIMITS, ANY Revised By: Odts: Revlalam. Miam ado Produot Con
<br />DISTANCE PER SUBSTRATE,- DISTANCE INSTALLATION OPTION SHOWN * Nt,, 50705
<br />SEE THOLE 8, THIS SHEET. - MAY BE USED ON ANY SIDE OF THE =
<br />_ EDGE WINDOW, Bmxn et':
<br />Oeecrtpt/on:
<br />INSTALLATION Y DlslarvGE 2) 2Y WOOD FRAMING OR SUCK, a I rt .' w :T. FIN FRAME INSTALLATION DETAILS J ROSOWSKI
<br />i-1/2" THICK OR GREATER, %�� STATE OF lU. - Sots:
<br />OPTION S -EMBEDMENT '•,-CORVDP••' �1 N. VENICE TECHNOLOGY
<br />DRIVE nf1e:
<br />INSTALLATION ANCHOR 2X WOOD, SEE NOTE 2, THIS SHEET 3 VISIBLE LIGHT 'WIDTH OR HEIGHT SINGLE HUNG WINDOW INSTALLATION - 05/11/11
<br />(NAIL) THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT '-,S/ONA� E' `` P.D. BOX 152e _
<br />(ALSOOPENIN E IS MEASURES FROM r l' l I I 11 s 1 t t NOKOMIS, FL 34274 serles/Modeh Scale: Dr wing No, Rev:
<br />A. LVNN MILLER, P.E. - SH-2100 NTS MD-SH2O0-01 %�
<br />VERTICAL SECTION D-D BEADING TO BEADING. p,E.#6870.5 CERT. OF AUTH. (J28206
<br />PRODUCT CONTROL SECTION ru
<br />DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 z I!1
<br />AFFAIRS (PIRA) zMiami, Florida 33175-2474 �� l7 m
<br />BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-.2599 r 4W
<br />er O '
<br />NOTICE OF ACCEPTANCE NOA wnvAy.miamldade. 2y1� g .�L o
<br />PGT Industries AV LLz 00
<br />1070 Technology Drive
<br />- q flu
<br />North Venice, FL 34275 C4 J.n
<br />D� ID
<br />SCOPE: m U II
<br />�. N
<br />This N e'
<br />J
<br />T NOA is b m issued under the
<br />h applicable ruffs an r -• '•o d regulations
<br />gpP g s governing the use of construction �+ � Q rn
<br />materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - w o
<br />Product Control Section to be used in Miami Dade Inx
<br />County and other areas where allowed �' b the Authority �
<br />Having Jurisdiction (AHJ). Y W < a
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyProduct Control Q U >- tk
<br />Section (In Miami Dade County) and/or the AH.I (in areas other than Miami Dade County) reserve the right z ID 0
<br />to have this product or material tested for qualt(ay assurance purposes, If this product or material fails to Q 01 I
<br />er r N
<br />p fo rm in the accepted manner, the manufactures will incur the, expense of such testing and the ARJ malt' In
<br />immediatel
<br />y revoke modify, or suspend the use �Isuch product or material within tteirJ
<br />jurisdiction. PER
<br />A
<br />A ru
<br />reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control W fTi
<br />Q
<br />Section that this product or material fails to meet e requirements of the applicable building O u
<br />p � code, 10 � U
<br />This product is approved as described herein and has been designed N li p pp geed to comply with the FloridalFlorida Building p a
<br />Code, including the High Velocity Hurricane Zonie. 0 a
<br />DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I.
<br />APAPPROVAL DOCUMENT; Drawing No. IYY[DH2O0-01, titled "Single Hung. Window Installation
<br />sheets 1 through 8 of 8, dated 05111/11 with revision A dated 10/10/11, prepared by manufacturer, signed
<br />and Sealed by Anthony Lynn Miller, P,E., bearing, the Miami -Dade County Product Control Revision stamp
<br />with the Notice of Acceptance. nurn
<br />er and ex tramon date by the Miami -Dade
<br />ode CountY Product Control
<br />Section,
<br />MISSILE IMPACT DATING, Noise
<br />LABELING: Eadi unit shall bear a permanent 1;abel with the manufacturer's name or too c'state, , logo, city, S a. e,
<br />a
<br />model/series, and following statement:. Miami -bade County Product Control Approved", unless otherwise
<br />noted herein.
<br />RENEWAL of this NOA shall be considered aft a renewal application has been filed and there has been
<br />no change in the applicable building code negatively affecting the performance of this product,.
<br />TERMINATION of this NOA will occw 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 p -
<br />of any product, for sales, advertising or any other Purposes shall automatically terminate this NSA. Failure
<br />to comply with any section of this 140A shall be cause far termination and removal of NSA
<br />ADVERTISEMENT: 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. 1
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
<br />distributors and shall be available for inspection at the job site at the request of the Building Official,
<br />This NOA revises NOA # 11-0614.01 and consisft of this page I and evidence page E-1, as well as
<br />approval document mentioned above.
<br />INSTALLATION DETAILS FOR FLANGE.FRAMES cONCRETe/cmu
<br />CONCRETE/CMU - The submitted documentation was reviewed by AUnuel.Perez, P.E.
<br />PERANCHOR PER ANCHOR TYP. ANCHOR -
<br />OPTIONALADDON - EMBEDMENT REQUIREMENT
<br />13 REQUIREMENT TYPP,
<br />FLANGE @ HEAD, O
<br />INSTALLATION 3� EME6DMENTAND NOA No. 11-1013.12
<br />OPTION 1 BILL ;JAMBS - \ MIAM! DFtDE COUFITY
<br />114" MAX 41 -- 27 EDGE DISTANCE
<br />CURVED HEADER EDGE- SHIM 81 1D PERSUBSTRATE, . - r • , • i ► Expiration Date: September 01, 2016 • --
<br />SEE TABLE 6
<br />INSTALLATION INTO WOOD. — DISTANCE 1� TH S 8H6ET. - - Approval Date: December 08, 2011
<br />2X, SEE NOTE 2, THIS SHEET.—---'--��•q - - -- - - - Page 1
<br />EMBEDMENT
<br />TYPE
<br />- -- TYP, ANCHOR 38 EMBEDMENT
<br />—7- __,--•—r—
<br />} 1/4" 1 EMBEDMENT EDGE
<br />Anchor
<br />Substrata
<br />e
<br />Min. Edge
<br />Pintance
<br />Min.
<br />Embedment
<br />2-1/2" x .113" Box Nall
<br />P.T, Southern Pine (SG a .55)
<br />1/2"
<br />2-7/16'
<br />Common Nail
<br />P,T, Soulhem Pine (SG - .55)
<br />91JU'
<br />2.7/18"
<br />' 14 " R ofin —Nall
<br />2-112 x .. 6 0 e
<br />G = 5
<br />I Pine S ,5
<br />P.. Sou hem ( )
<br />9 /t 8
<br />2-7/16"
<br />#10 Steel SINS Screw (G5)
<br />P.T, Soulhem Pine (SG = .65)
<br />3/4"
<br />1-3/8,,
<br />Aluminum, 6063-T5 min.
<br />3/81,
<br />Steel Stud, Gr. 33 min.
<br />3/8"
<br />0,036
<br />A30Steel
<br />318' -
<br />i/B"-
<br />MAX
<br />SHIM MAX AND EDGE - — - - DISTANCE
<br />SHIM SHIM DISTANCE PER - 24 .....�
<br />/ TYP. ANCHOR TYPE,
<br />1 3 r - SUBSTRATE,
<br />EMSEDMENT AND SEE TABLE 5,
<br />1.466"
<br />EDGE DISTANCE 1 32
<br />- PER SUBSTRATE, THIS SHEET. / 43 84 EXTERIOR INSTALLATION
<br />BEE TABLE 6, THIS INSTALLATION
<br />36 SHEET. OPTION 1 INSTALLATION OPTION 3 f�
<br />VISIBLE STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
<br />LIGHT II INSTALLATIONONTO INSTALLATION BUCKWIDTH THROUGH. IXBUCK$TRIP
<br />HEIGHT ` 61 WOOD 2X. NO ANCHORS ANCHORS DIRECTLY - TIP -TO -TIP WIDTH - - INTO MASONRY.
<br />1 `30 . G IRED AT HEADER. INTO MASONRY, .
<br />� HORIZONTAL SECTION A -A
<br />�T 20 EGRESS FORMULAS
<br />® ! - #12 STEEL IW MAX. SHIM
<br />--PI
<br />SELF -DRILLING
<br />4� SINS (05) SEE
<br />0 THOLE $, THIS
<br />2.751, 9 / 01-I T
<br />BUCK USE EITHER
<br />HEIGHT EXTERIOR LATCH (# 29) OR INSTALLATION
<br />BOTTOM LOCK OPTION 4
<br />1'IP-TO•TIP 32 (#11).TESTED INSTALLATION
<br />HEIGHT UNITLOCAVON: ANCHORS
<br />( 3� I I I 6-618" FROM DIRECTLY INTO
<br />L VENT END.
<br />I I 64 �( METAL.
<br />VISIBLLIGHT Ii II - �' \7
<br />HEIGHT I II j ` 34 DADE APPROVED MULLION,
<br />III / ALUMINUM, STEEL FRAMING OR EXTERIOR
<br />STEEL STUD. SEE SUBSTRATE n
<br />(EQUAL-LITE)
<br />WIDTHI TIP -TO -TIP WIDTH • 4"
<br />HEIGHT: TIP•TO•TIP W IDTHM — 6.5/16"
<br />VIS 6L LIGHT FORMULAS
<br />(EQUAL-LITE)
<br />WIDTH (SASH): TIP -TO -TIP WIDTH • 6.1116"
<br />WIDTH (FIXED)' TIP -TO -TIP WIDTH _ 4"
<br />HEIGHTI QIP•TO•TIP HEIGHT • 7•i/16'y2
<br />II PROPERTIES, TABLE 5, THIS SHEET.
<br />NOTES
<br />43 1) USE ONLY SUe IRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
<br />/ SHOWN MAY BE U$'eD ON ANY SIDE OF THE WINDOW.
<br />2.z54 3.1 20 -
<br />2)MASONRY ANCHORS MAti BE USED INTO W000 AS PER TABLE 5, THIS SHEET, ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,
<br />2X WOOD / 2 IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS
<br />BU2 OK$TRIP, / (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCTREVISED
<br />SEE NOTE 21 ENGINEER OR ARCHITECT OF RECORD. as colnplyirr8 WEIh the Florida
<br />THIS SHEET, - Uu{t&g Codc
<br />_ 3 VISIBLE LIGHT WIDTH OR HEIGHT ALSO ,11 I I I I I I / I-.J�l Q
<br />Aocaptanw No
<br />( �� LYN /, - R40s.d By: Dgmt R.vW,n; Bx halloo Dote G
<br />T-� REFERRED TO AS DAYLIGHT OPENING) IS �� NpN�„ N, ti/j( cif -.
<br />\ MEASURED FROM BEADING TOBEADING. P��•.• LtCENSF'' (�� !. JJ 10110/11 NO CHANGE uy
<br />\\ \ i/4"MAX SHIM Revleed By: Dater RevrO= Miami ads Product Lontr F
<br />NO ANCHORS CONCRETE PER - -
<br />REQUIRED IN - ANCHOR -O .. G(. - Deeenptlon: 7- 8y: FLANGE REQUIREMENT - REQUIREMENT 7y •., [ o /n ry �\- FLANGE. FRAME INSTALLATION DETAILS J ROSOWSKI
<br />FRAME Sfl1 '' O STATE
<br />7,(ORIOP,. �'��� 1070 TECHNOLOGY DRIVE Tltfa:
<br />N. VENICE, FL M275 SINGLE HUNG WINDOW INSTALLATION 05/11/11
<br />- S/ONAL E N KOMIS �FL134274 Sedse/Aodeh Spab: - _ awlnp No. Revr
<br />VERTICAL SECTION B-B ALvrJMIER N LL, P.E. CV
<br />P.E.LVER CERT. OF AUTH, 129296 r t NTS MD-SH2O0-01 I A
<br />Aluminum, 6083•T6 min.
<br />31V
<br />1/8"t
<br />Steel Stud, Gr. 33 min.
<br />3/8"
<br />0.0346 (20 Ga)`
<br />A38 Steel
<br />WV
<br />1/8"
<br />P.T. Soulhem Plne (SG - .66) -
<br />1"
<br />1.1W-
<br />PGT Industries
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />A. DRAWINGS
<br />1. .Manufacturer's die drawings, and sections.
<br />2. Drawing No. MD-SH2O0-011, titled "Single Hung Window Installation" Sheets 1
<br />through 3 of 8, dated 05I1I 11 with revision A dated 10/10/11, prepared by
<br />manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
<br />B. 'PESTS
<br />1. Test reports on: 1) Air Infihration Test, per FBC, TAS 202-94
<br />2) Uniform, Static Air Pressure Test, Loading per FBC TAS 202-94
<br />3) Water Resistance `Pest, per FBC, TAS 202-94
<br />4) Forced Entry Test, per FBC 2411 3,2.1, TAS 202-94
<br />along with marred -up drawings and installation diagram of series SH-200 aluminum
<br />single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
<br />No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed. by Marlin D.
<br />Brinson, P.E.
<br />(Subinitted under previous IVOA #11-0614.41)
<br />C. CALCULATIONS:
<br />1. Anchor verification calcular ons and structural analysis, complying with I BC-2007
<br />and FBC-2010, dated 06/0 111 and updated on 10/07/11, prepared, signed and sealed
<br />by Anthony Lynn Miller, P.E.
<br />2. Glazing complies with ASTM E1300-04
<br />D. QUALITY ASSURANCE
<br />1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
<br />Ee MATERIAL CERTIFICATION
<br />1, None,
<br />F. STATEAI.ENTS
<br />1. Statement letter of confortnance to the FBC-2007 and FBC-2010, dated 10/07/11,
<br />signed and sealed by Anthony Lynn Miller, P.E.
<br />2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
<br />Lynn Miller, P.E.
<br />3. Proposal N€i.10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E.
<br />G. OTHERS
<br />1. Notice.of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH-
<br />200" Aluminum Single Huza-g Window — N.I., approved on 09' d expiring on09/Ol/16.
<br />Manu ereZ, P.E.
<br />Product Cont Examiner
<br />/ NOA No. 11-1013.12
<br />Expiration Date: September 01, 2016
<br />Approval Datei December 08, 2011
<br />E-1
<br />
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