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Home My WebLink AboutProduct Review Affidavit I I ,I MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) j 11 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vrww.miamidadc.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control. Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this'product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,.and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION: Series G°PW-5420 Vinyl"PVC Fixed Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (Ni)", sheets 1 through 9 of 9, dated 09/09/14,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. I INSPECTION: A copy of this entire NOA shall be provided tol the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of;the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I NOA No.14-0930.24 CMIAMIMADECOUNTY Expiration Date: April 30,2020 , , 1 r 'Approval Date: Apri130,2015 /! Page 1 j I I il ' I i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NO,&(NI)", sheets 1 through 9 of 9, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS ' 1. - Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,(Loading per FBC,TAS 202---94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 241113.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of,a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7897,dated 08/01/14,signed and sealed by Idaloris Ortega,P.E.. i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-51h Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Ro�,al Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions,for Windows and Doors" dated 02/28/13,expiring on 02/28/18. I. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shaves of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/(15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. i Manuel a P.E. Product Contr Ex finer NOA No. -0930.24 Eipiration Date: April 30,2020 Approval Date: April 30,2015 E-2 I I - I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance,complying with FBC 2010 and FSC-5'h Edition (2014), dated September 27,2014,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated September 27,12014,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. i G. OTHERS 1. None. I LweUT i I I I � i I' i I I' Manuel Pe .E. Product Control xa ner NOA No. 14- 0.24 Expiration Date: ApA130,2020 Approval Date: April 30,2015 E-2 TABLE 1: ryPDescription7aale 'A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Type 'f"=TEMPERED 1 718'I.G.:1/8'A Exterior Cap+bt8'Air Space+1/8'A 4 l� 2 71W I.G.:1/8'T Exterior Cep+5/8'Alt Space+1/8'T 5- 3 7/8'I.G.:311 S'A Exterior Cep+112°Air Space+3116"A 8 Q 61 4 71W I.G.:3116`T Exterior Cap+112'Air Space+3118`T T BOX OR b 1"I.G.:114'A Exterior Cap+117 Alt Space+1/4'A 8 Q EQUAL 8 1"1.0;1/4'T Exterior Cap+112"Air Space+114"T 9 FLANGE LEG 5 0 0 .TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. BEYONDFTHE METAL S Distance Embedment' SUBSTRATE.FOR P. Soldhem Pine(0=0.55) --7/T67— 1 8' STEEL STUDS,MIN #10 SMS Fu=45 KSI. (steel,18.8 S.S. Steel,A38` 318' 0.050" t) Steel Stud,A653 Or.33" 318° 0.0451"(1S Ga.) 'UNGROUTED CMU^ Oi 410 S.S.) VALUES MAYBE J-CHANNEL INTEGRAL A Aluminum,6083-T5* 3%8` 0.050" C1 FlN P7EF__t, P.T.Southern Pine SG=0.55 7/16" 1-318" USED FOR GROUTED ( } CMU APPLICATIONS. 3/16^steel UlUaaon Concrete(min.2.85 kei) 1" 1.3x6^ Ungrouted CMU, ASTM G90} 2-1/2" 1-114^ c n #12 SMS P.T.Southern Pine(SG=0.55) 9116' 1-31W B (steel,18.6 S.S. Steel,A36' 3/8' 0,050" or 410 S.S.) Steel Stud,A653 Or.33` 318' 0.001"(1861J) Aluminum,6083.75' 318 0,083" 1/4"steel Ullracon Concrete(min.2 85 full) 1' 1-314" C ;TM Cm) 2-112" 1.1/4" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN,INSCRIBE THE SHAPE IN ABLOCK(SEE EXAMPLES 114"steel Crete6ex Concrete(min.3.35 its[) 1" 1.314° BELOW/,AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.9,SHEETS&S. 1/41 steel Unracon P.T.Southam Plne SG=0.55 1" 1.3/8" LONG LONG LONG SHORT ( ) N,.'—._. SIDE--'-I N---SIDE --=-1 I+,--•—SIDE-t -►I SIDE i-+ 1/4'Steel Cretenex Ungrouted CMU,(ASTM C-90) 2.112° 1-114' r—— P.T.Southern Pine(SG=0.55) 1° 1-vir J J Il 1/4"steel P.T.Southern Pine(SG=0.55) 1" 1-318" Oo o Q D Aggre-Gator - Grouted CMU,(ASTM C-9D) 2" 2' 1!4'steel Uitracon Concrete(min.2.85 kat) 2 2" 1314" 1 ua Appe'or�rl a�complying withPor sleet CreteBex Concrete min.3.35 ksl 2-112' 1.314" LONG LONG LONG LONG LONG C7 Finddn nkning ori )"- "'I F-- -"I I•-- --i --i I'"- SIDE 114'steel A90re Gator Concrete(Ml 3,275 kst)-——1-112"-- — --1 315^ SIDE SIDE SIDE I— SIDE---_ NOAs }5 -M ml Uadc Product _- BLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FiN Mln Edge Min.""- Group Anchor fiubsbate Dltdance Embedment' t.-- -J L 00>` LYNN rrt tai i E 2-117 x.1311 Common Nail P.T,Southern Pine(SG=,55) 3181 2-711W • �nCENs�'•.•P 2-11/2'Ring-shank Roofing Neil P.T.Southern Pine(SO=.55) 318" 2.7!18"RT.Southern Pine � "t•: ' ••'.X 318 1-316' v _ N0.5870b Steel Stud,GCSG=55 _112' VINYL FIXED WINDOW NOA(NI) 8/9/14 _ #10 eel,1 -8 SMS Aluminum,6083 T5` 0.050'(steel,18�S.S. � "' _ or410 S.S.) 33' 3/8" 0.0451"(118439.) GLASS/ANCHORS/FRAME OPTIONS m J ROSOWSKI C 7st 3 . F LU- We 0,050 c '� ST O W. P.T.Southern Pine(Sol-65) 9118" 1-318' •MIN.OF 3THREADS ® b - PWRTDI'•.•' (steel 18-8 S.S. af8l 0.063' BEYOND THMET Steel Stud, 33`#12 SMS Aluminum,6063-T• _3t8' 0.050 SUSSTRATEE ORAL 1070 TECHNOLOGY DRIVE L -'f l' SisIONAG t� 0r 410 S.S.) STEEL STUDS,MIN a Steel,A3S' 318' 0.050• Fu=46 KSI. N.VENICE,FL 34275 o A,LYNN MILLER,It- (941)-480-160D .E (941)-480-160p PW-5420 y NTS 2 OF 9 z MD•5420.0 a r P.E.059705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETEKIMU. SEE NOTE 2.THIS SHEET. OPTION 1 EMBEDMENT �+-- EMBEDMENT ANCkiFRAMEINT 2XWOOH --�- EDGE DISTANCE „y SHI114*MAX. 114'SHIM FRAME INTO C WOOD _ SHIM Z 4 SHIM -1 T FRAME OR BUGKSTRIP, SEE NOTE 2,THIS SHEET, —T EDGE '" EDGE FLANGE Q EMBEDMENT DISTANCE 5 Q F�` DISTANCE FRAME `• SHOWN 0 1'THICK}.G. TYP.ANCHOR TYPE, . R TYPE, � EMBEDMENTAND TYPANCHO I/4'MAX. 2 SHIM EMBEDMENT EDGE EDGE DISTANCE PER TYP.ANCHOR TYPE, DISTANCE PER EMBEDMENTAND SUBSTRATE,, TABLE 2.SHEET 6 a EDGE DISTANCE PER 2- SEE TABLE 2,SHEET 2, - TABLE 2,SHEET SUSSTRA7E,SEE 6 TABLE 2,SHEET 2. •a, pp� 718'THICK La p FLANGE EXTERIOR 7EQUAL- FRAME R_ VISIBLE LIGHT WIDTH LEGIBOX SHOWN V FRAME 718'THICKI,G. NOTES: 13UGKWIDTH SHOWN 1U SE ONLY SUBSTTE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET2 FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, DADE APPROVED MULLION.FBG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN I!4'MAX, HEIGHT. LIGHT 1-112'THICKARE TO BE CONSIDERED IX SHIM HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF #IO OR#i2 STEEL 1!4'MAX.SHIM UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(05),SEE BUCKS DEPICTED AS 2X ARE 1-112'THICK OR TABLE 2,SHEET2. �•--t GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �Q I'THICK I G, TO AS DAYLIGHT OPENING)IS MEASURED FROM EQUAL 'I P I'I 9 BEADING TO BEADING. FLANGE L__I PPvoved e1 com t o WWW ib► LEGIBOX I" utdtng -.—--..... FRAME Date FRAME _. AN __ TYP.ANCHOR TYPE, �p .' EXTERIOR 'SHOWN--_Q __M M ml AC �— D de,PmdMet EXTERIOR EMBEDMENT AND EDGE BY - - - - 4 d DISTANCE PER SUBSTRATE. ,Tl, --__ _- _ ---_ - _ SEE TABLE 2.SHEET 2. INSTALLATION vv INSTALLATION EQULEGIBL- [M]DIL7 -OPTION4 --- — - OPTION �I�II II FRAME ANCHORED THROUGH ----- 'ANCH4REDTHROUGH ---- - -- _ = ti� LYNN SHOWN �1l4'MAX.SHIM FRAMEIN7OMETAL FRAME INTO METAL ..dJ!(�F/i�� No.58705 1k '• EMBEDMENT z VINYL FIXED WINDOW NOA(NI) 919/14 VISIBLE LIGHT FORMULAS FLANGE&EQUAL-LEG/BOX FRAMES a m J ROSOWSKI ` WIDTH:BUCK WIDTH-M3/18" S!%f 03 �S.�U` INSTALLATION ' HEIGHT:BUCKHEIGHT-4-3116' ® m �$ '� �(•'•.,FIORIDP,.•'�\"�` OPTION 2 •.y CERT.OF AUTH.#29298 m �i ss� .ANCH EDGE DISTANCE •v FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE FRAME DIRECTLY INTO VERTICAL SECTION B-B A,LYNN MILLER,P.E. CONCRETE/CMU. N.VENICE,FL 34275 v - (94i}-480-1600 PW-5420 NTS 3 OF 9 z° MD-5420.0 2 P.E.#68705 Approval as cormpt)loawllb 7/8'NOM. 7/6'NOM. 71WNOK 718NOM. Flarldh UkU onto tn NoAnFM}amj4_ c4A 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS adeProductrealrd I – BY. 518"AIR SPACE— 6/8"AIR SPACE— 1/2"AIR SPACE 1/2'AIR SPACE I/8"A GLASS I/8"T GLASS--\ 3116'A GLASS-, all6-TGLASS ---\ a EXTERIOR H EXTERIOR a EXTERIOR a EXTERIOR DURASEAL DURASEAL DURASEAL, DU= SUPERSPACE� SUPERSPACER SUPERSPXCER SUPERSP ME OR CARDINAL SPACER_ OR CARDINAL SPACER—Im I OR CARDINAL SPACER—tK OR CARDINAL SPACER-1K 112 GLASS TYPE I GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 ❑ 0 (D cq ct'4 44 cy a! O CQ -a Z In co 1"Nom. V NolKVL EXTERIOR '020 QW X Wo Q0 0 (D lirNOM.GLASS O_ U_ 1/4"A GLASS— 114"T GLASS— F ' E TYP.75 OR 70 R 7T 0 IT' 1/2"AIR SPACE--, 112"AIRSPACE-- 74 z IWAGLASS----\ 1/4"T GLASS–\ 0� EXTERIOR EXTERIOR 211 Z DURASEAL, DURASEAL 78 in ul T5-- L' __SUPERSPAC. — SUPERSPACER w 0 X OR CARDINAL o OR CARDINAL SPACER R_ Lt. _" cli GLASS TYPE 5 GLASS TYPE 6 TYR GLAZING DETAIL LYNN -y4e, No.50706 fi z ll:- 4ffl"NG:ZED TES., 't'-TEMPERED " '/S'�/0NAk- '1111110" A.LYNN MILLER,P.E. P.E.4 58705 TABLE 4: Window Design Pressure,(+/-psf) It*M I" 1 118" for Glass WA -Airspace-1f8"A Typo: WindmN Long Side On) TABLE DIMENSIONS MAYBE Dimensions 51.05 54 58 58 62 64 68 72 76 00 84 87 ORIENTED VERTICALLY OR, 18 +W-93,7 +8132.6 +80%91.0 +BW-91.3 +80+-90,3 +801$9.8 +801-88.0 +801.88.2 +801187.5 +801.86.9 +81.86.4 +801.88.1 HORIZONTALLY AS SHOWN. LONG4ppmivdastomplyWgwith41rr. 20 +80/-86A +80155.2 +8184.6 +60183.5 +8180.6 +1-79.4 +/_77 +/-75.2 +1.74 +/-73.1 +/-72.2 +/-71.5 SIDE DE - Mail!uldiapC 22 +81-80.3 +/-75.2 +1-73.3 +1-71.5 +/88.4 +1.07 +164.4 +/-82,6 +/-60.7 +1-59.2 +158 +1-57,1 E-+- LONGSIOE Batt 24 +1-75.8 +1-71.3 +/-68.2 +1-65,7 +1.80.7 088.5 +/-55.3 4153.1 +/-51.1 +/-49.7 +148.2 +1-47,3 N amavo M tFx Proda 28 +1-71.7 +1-70.2 +187 +/_63,5 +/56.7 +/54.7 +1.50.8 +/47.7 +145.5 +/43,7 +/42.3 +1-41.2 SHORT r ep 28 +108.3 +187 +/-88.1 +/-03.5 +/-5$.3 +1-64 +/-40.5 +1.45.6 +1.42.8 +1.40.3 +138 +/37.1 SIDE SHORT � 30 +t-85.8 +/-84,1 +663,2 +t-02.4 +/-50.9 +154.4 +149.7 +145.4 +142.1 +/-38.9 +1-36.4 SIDE 32 +/.83,2 +/.81.7 +680.8 +1.69.9 +/-57,8 +154.9 +1.50.2 +/45.0 +/-425 +08.0 bi 34 +/-81.2 +159,6 +158.6 +157.8 +/-58.3 +155.1 +!-6D.8 +1.48.4 +1-43.2 ti g 30 +/59.8 +/57.9 +150.8 +465.9 +154.4 +/53.7 +/-%8 +440.6 �+-LONG SIDE -►, ' N 38 +1582 +/58.4 +1-55.3 +/54.3 +/52,7 +152 +/49.6 �" 40 +/S7.t +)55.1 +654 +){3 4151.3 +150.5 THROUGH THFFRAME PER NEET53&4 THROUGH D.C. ~� SHORT APPUESTOA,B,CORDANET5 -_.�- LODE SPACING IF ANCHORING SPACING IF ANCHORING SIDE 42 +/-56,2 +/-54.1 +(52.9 +/-51.8 +/50 THE PER SHEET4 SIDE � Y 44 +1-55.5 +/53.3 +152 +/-50.8 RS -�-APPLIES70 EORF ANCHORS 48 +/54.9 +/52$ +151.1y' i$EETABLEZ) (SEETABlE3) w obi O 48 +/-53.5 +/-50 814• 4" >- d F-J 0 51.05 +/50.0 1 0 N N it v SHORT (� O rr/ SIDE -3 Oa a z� LooLL m A u aO TABLE 6: C)V Q- C3 'oN Window Oesign Pressure,(+!-paq uroBa,ts4» o z m Y I mosso 1/8"TCap-Airspace-1/8"T rar Too: 2 cQ O a, Window .-Z (L Z to Q IIILong side On} z m Dimensions 60.920 64 e6 68 70 14 77 80 04 87 92 97 99 32 +801-98.2 +01.96.8 +801.95.8 +BD/-94.7 +81-938 +81.924 +801-91.4 +801-90.5 +81.89.5 +8p/488.7 +SDJ-87.7 +801-86.7 +610A t- 34 +81.946 +81-92.8 +81.91.8 +801-90.9 +801.90 +81.88.5 +8D/-87.5 +601-68.6 +801-85.5 +801-84,7 +81-83.6 +801.82$ +91-82.3 ® { 0 ty( rxa 36 +8001,4 +801.89.6 +81.80.5 +81.87.0 +001.80.7 +801.85.1 +81-84 +80/-83.1 +001.81.9 +801-81.2 +/-80 +179 +/--78.7 N Z -_ 38 +8188.6 +81-86.7 +81.85,8 +801.84.0 +81$3.7 +81321 +01-81 +/80 *1.78.8 +/-78 +1-76.9 +1-75.8 40--+00130;3-+60184.3 +81.03,1 +801821--+801-81.4--+/-79A__ +1-78.3._ +/e77.3_- +/-76 +/-75.2 +1-74 IL a �.6 � 42 +801.842 +801-821821 +81.80,0 +1-79.0 Z tV+/-78,8 +/.77 +1-75.9 +/-74.6 +!•73.8 +/-72.7 ----- ----- - ----- - - -_ _ _ _ _V, _�•_ __ 44 +81.824 +81.00.3 +178 +1-77.9 +1-76.8 +/-75 1 +1-73.7 +1-72.7 +171.4 t!yV v! 46 +81.80.9 +/-78.0 +/-77.3 +1.76.1 +/-76 +1-73.1 +/-71.8 +/-70.7 j p 0. - c -46 -+1-78.7 +/_77,3 +1-75.9 +1-74.8 - +/-73,5 +/-71.6 ._+/-70.1 etlg aaap seues to 50 +178,8 +/-78.1 +174.6 +1-73.3 +t-72A +!-TO - - 111 !!f 52 +/-77,7 +/-76,1 +/-73.5 +J-72.2 +/-70.9 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING `�� y�(LYNN,y 64 +/-77.1 +/-74.2 +/-72.8 +171.2 THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRALFINPERSHEET4 NOTES: 6$ +j-7$,$ tJ-73.$ +1-71.9 APPUESTO8,CORD ANCHORS APPLIES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN. f (SEE TABtE 7) (SEETABLE 3) 2)FOR SIZES NOT SHOWN.ROUND UP TO THE *• NO.X8705 68 +478,3 +1-73,1 15.5° 4" 60.926 +/76.1 DINEXT AVAILABLE SHORT OR LQNGMENSION. - 3)FORARCHITECTURALWINDOWS(SEE S14EET2). :�? 315.:•w; FIND THE SMALLEST SQUARE WINDOW 817E IN "O STA OF /{! THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �•''•.�LORIDP.-'�� ` WINDOW WILL COMPLETELYFiTWITHIN. `9/0 NAv- �l77 l t l l l l lrrtr A.LYNN MILLER•P.E. P.E.N 50705 TABLE B: Window Design Pressers,(t!-pet) tbttAla tanto TABLE DIMENSIONS MAY BE for GWca 3 ORIENTED VERTICALLY OR 31113"A Cap-Airspace-3/16"A Typo: HORIZONTALLY AS SHOWN. Window Long Side In LONG Dimensions 69,65 71 73 75 78 80 86 86 89 92 96 99 SIDE 32 +/-76.9 +/-76.4 +1-74.3 +/-725 +1-70.8 +/-89.3 +/•68.2 +/-85.7 +/.64,1 +/-62.6 +/-80.8 +/-59.8 { LONG SIDE 34 +/-73.7 +/-73.3 +/-71.3 +/-69.7 +1-66.$ +1.65 +(.81 +/•80.3 4/58.1 +158,3 +1.54,7 +153,8 �pprovcdpammpiy4pgwtdtttrs SHORT Florid npldln$ p( f 38 +1-71 +170.6 +/69.8 +1-67.9 +184.4 +182.5 +157.2 +1-58.3 +154.7 +152.9 +150.9 +1-09.T SIDE note 38 +1.68.8 +158.1 +1-87.4 +/-88.8 +1.63.5 +1-61 +/55.6 +154.8 +1527 +1-50.8 +1.18.2 +/-46.4 ♦ f SHORT N4 - 40 +1.88.4 +/55.9 +l-85.2 +/•84.6 +/-83,2 +/50,7 +155.1 +f-54.2 +/52 +149.7 +146.4 +145.2 -t_- SIDE M ml Dade ProdaU 42 +/-84.8 +154 +1-8,3.3 +/-62.6 +W.7 +150,5 +155.1 +154.2 +151.7 +1.49.1 +146.3 +/A4.5 11' 44 +1.629 +1.824 +/-81.8 +1.60.9 +1-60 +1-59.4 +155.1 +/54.2 +151.6 +1.49.1 +148,1 +/-44.5 LZ LONG SIDE --►� 46 +/•61.5 +1.80.9 +1.00.1 +/•59.4 +158.4 +J-57.8 +155.1 +/-54,2 +151.8 +1.49.3 +/46.3 +1.44.5 ; 48 +1-60.2 +159.8 +158.8 +1-58 +1-57 +1-58.4 +1-55 +/54.2 +151.8 +1.49.5 +/46.4 +1-44.6 T $_ 50 +1-69,1 +1-58.5 +157.8 +/-58.8 +1-55.8 +1.55.1 +/53.7 +1-53.4 +151.8 +1.49.5 +/-08.6 SHORT LONG ! 52 +/58.1 +157.6 +1.56.6 +/-55.0 t1-54.6 +/-64 +152.5 +/-;2,2 +151.5 +/.,{9,3 SIDE SIDE y 54 +157.3 +/-56.6 +655.7 +/54.6 +1-53.7 +153 +151.4 +151.1 +150.4 l- a 58 +156.6 +155.9 +1-54.9 +154 +/52.8 +/52 +150.4 +/50.2 57 +158.3 +1-55.5 +1-54.5 +/53.8 +152.4 +151.6 +/-50 NOTES: 1)BUCK DIMENSIONS SHOWN. ? ADa 60 +/56.5 +154.7 +/53.6 +1528 +151.3 +150.5 ! SHOD ( - Ix rn 62 +/.55,1 +154.2 +/-53.1 +1-521 +150.7 MAX. C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE t"- O as t0jy 0 +1.54.8 +1-53,9 +152.7 +651.8 THROUGHTHE FRAME PERSNEE[S3&4 THROUGH THEINTEGRALRN PERSHEET4 NEXTAVAILABLE SHORT OR LONG IT ENSION. >- 04 at"0 K APPLIES TOA,e,CpRDANCHORS APPLIES TOEORFANCHORS O -� 88 +j54.5 +153.6 +1-524 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), -1 M p� (SEE TABU:2j (SEETAStE 3j FIND THE SMALLEST SQUARE WINDOW SIZE IN +1 O 853.6 +153.1 Z w LL to ant"0 Ss^' 3"fOR E ANCHORS,4"FOR F ANCHORS THE TABLES)ABOVE WHICH THE ARCHITECTURAL [::69,1345 +152.8 WINDOW WILL COMPLETELY PIT WITHIN. IL) rO2 TABLE 7: `- F-2 02 Window Design Pressure,(+/-psQ UO o b° 4 Q z 0-z y 0) LL 3/16"T Cap-Airspace-3/16"T 1ypp: O -1 O Window ng Side[In) z Dmenslone 61.52 83 85 87 89 92 94 97 99 103 107 110 113 118 122 126 132 136 144 O laays 46 480194 1801-93.3 +801-92.5 +801-91.7 +801-91 +806$9.9 +801-89.3 +801-88.4 +801-879 +8p/-BS,B +$01-85.9 +801.85.3 +801.84.7 +80/-83.8 +801.83.! +80152.5 +801-81.7 +801.80.9 +W-80.3 z 48 +80151,8 +80/-90.9 +801-90.1 +80%88.3 +60/-88.5 +BO/-87.5 +80/-88.8 +800-85.9 +801-B5.3 +80/•84.3 +60/-83,3 +80/-82.7 +801.82.1 +80/-81.2 +80/-80.5 +/-79.9 +1-79 +/-78.3CO z 60 +80159.6 +80/-88,8 +60/-67.9 4801-87.1 +801.86.3 +80155.2 +801-84.5 +801-83.6 +801-83 +801.82 +801.81 +801.80.3 +1-79.7 +1-78.7 +1.78.1 +/77.4 +/-76.6 0 LU "j 52 +80/-87.8 +80/-88.9+601.86-*80185.1 -+80684:3--+801-83:2--+801.825--+80%81.5--+801.80.9.-+/-79.8_ +/-78.8__+/-78.1 +/-77.5 +678.5 +/-75.6 +1-75.2 a 0. 54 +80/55.0 +80155.2 +80/$4.2 +801.83.3 +801.825 +801.81.3 +801.80.6 +1-79.6 +/-79 +1-77.9 +/-78.9 +1-78.2 +1-75.5 +/74.5 +1.73.6 - - ------ - - - F- --�-- 58 +80154.4 +601.83.6 +80152.6 +80%81.7 +801.80.8 +1-79.7 +/-78.9 +1-77.9 +677.3 +1-76.1 +/75 +1-74.3 +1-73.7 +/-726 68 +801-83 +601.822 +$0/•81.2 +801-80.2 +/-79.4 +/-78.1 +/-77.4 +/-76.3 +/-75.7 +/-74.5 +/-73.4 +/-727 +/-72 S O a. Tag -asap soyag � 80 +80!$1.8 +601.81 +/-79.9 +1-78.8 +1-78- -+1.78J +1-78-- +1-74.9 +/•74.2- _ +1-73 +1•71.9 +1-71.1 62 +601.80.8 +1-79.9 +/-78.8 +/-77.8 +176.8 +176.5 +/-74,7 +/-73.8 +1-72.9 +/-71.8 +/-70.5 r7J 84 +/79.8 +/-78.9 +/-77.8 +1-70.7 +1.75.7 +/-74.3 +1-73.5 +1-72.4 +/-71.8 +/-70.9 Ny 4YNNl 67 +/-78.8 +/-77,7 +/-76.4 +1.75.3 +/-74.3 +1.72.8 41-72 +/-70.7 +1.70 �� TO••"•.....to 68 +!•78.3 +177.3 +178,1 +1-74.9 +173.8 +1-724 +171.5 +1-70,3 410ENS F 70 +/-77.7 +1-78.7 +1-75.4 +/-74.2 +/-73.1 +/-71.5 +/-70.8 * No.5$705 72 +/.77,2 +/-78.1 +/-74.8- +1-73,5 +1-72.4 +/-70.8 74 +1.76.8 +1-76.7 +174.3 +173 +171.8MAX,D.C.SPACING IF ANCHORING MAX,O.C.SPACING IF ANCHORING 76 +176,5 +1-75.3 +(73.8 +1-725 THROUGHTHE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRAL FIN PER SHEET4 17 STOF�Is �� 78 t/-78.3 +1-75 +1-73.5 APPUESTO 8,CORDANCHORS APPLIE510 FANCHORS r �'• °(OR1O?.•' \_� 80 t/-76.2 +174.9 [SEE TABLE 2) (SEETAeLE 3) `G 81.52 +/-78.1lVAL Ajl!Jrf1441uLLER,P.E RES 58105 TABLE 8: Window Deelgn Pressure,(+/-pef) Use this t9Gl9 TABLE DIMENSIONS MAYBE ORIENTEDOR 1/4"A Cap-Airspace-114"A for T�ya 5 HORIZONTALLYTICALLY AS SHOWN, Window Long Wo pn) LONG 01mensiono 81.52 83 85 8T 89 92 94 97 99 103 107 110 111 SIDE 46 +1.67.1 +/-6817 +/-60A +1.65,3 +/-83.2 +1-80.1 +1-58 +1-55.1 +153.6 +1.61.3 +/-48.8 +146.8 +/-06.4 f LONG SIDE 48 +1.65.4 +155 +/.64.3 +/.83.8 +/52B +/-59.8 +1.57.8 +/-54.9 +153.5 +1.60.6 +/.47.9 +/.40.3 +/-45.7 Approved a+ec W t *tblb SHORT Flgdd eBWI O 50 +183.9 +/-63.4 +/-62.a +1-62-2 +/51.8 +/-59.4 +/-57.2 +1-y(,9 +/-53.5 +/-50.8 +1-07.3 +1-05.9 +145.d SIDEDo- 52 +1.82.6 +/-621 +661.4 +1-60.8 +1.60.2 +/5 +1 9.2 57.1 +/-54.7 +1-53.5 +650.8 +/.17.5 +145.7 +145.4 Pe � SHORT � NOA _ J-.-_ SIDE e" 54 +1.61.4 +/-60.8 +150.2 +/•59.5 +/58.9 +/-68.1 +/58.9454.7 +153.3 +/-50.6 +/47.5 +/-45.9 +/-0 * Mlgml OJePry trB1 5.4 (ITy, 56 +1.80.3 +/59.7 +/59 +1.58.4 +157.7 468.9 +156.4 +/-54.6 +153.3 +1-50.4 +1.47.5 +1-45.0 +145.5 58 +/-59.3 +158.7 1 +158 +657.3 +658.7 4558 +655.3 +/-54.4 +/53.1 +1.50.4 +647.7 +/45.9 +145.5 60 +/.58.5 +1-57.8 +157.1 +/-66.4 +155.7 +1-54.8 +154.3 +/-53,6 +152.7 +1.50.4 +1-17.7 +/-45.9 1- LONG SIDE -.j 62 +/57.7 +/-57.1 +1.58.3 +/-55.6 +154.9 +/-53.9 +/53.3 +/-525 +1-62 +1.49.9 +/-47.7 T_ LONG ra 64 +/57 +t-56.4 +/-55,5 +/-54.8 +i-54.1 +1-53.1 +/525 +/51,7 +151.2 +/.49,3 SHORT // SIDE .8 87.+ 158.2 +/-55.5 +1.54.0 +/-53.8 +/53 +/-52 +651.4 +/50.5 +150Go SIDE f� 68 +1-55.9 +/-55,2 +154.3 +153.6 +/52.7 +t-61.7 +151.1 +1.50.2 �- z 70 +155.6 +654.8 +/53.8 +1.53 +/522 +151.1 +/-50.4 72 +/55.1 +/54.4 +153.4 +1.52.5 +/-51.7 +1.50.6 NOTES: SHORT co •nay 74 +/-54,8 +154 +153 +/-521 +151.3 MAX.O.C.SPA[INGIF ANCHORING MAX O.C.SPACIN6IFANCHOAING 1)SUCK DIMENSIONS SHOWN. SIDE � t 6> g 76 +/51.8 +(-53.8 +662.7 +(-61.8 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET ID to 78 +/-53.6 +/529 +1$1.8 APPUESTOA,B,CDRDANCHORS APPUESTOEORFANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE )-r '4 Olga O N (SEETABLE2) (SEETARLE3) NEXT AVAILABLE SHORT OR LONG DIMENSION. CD M 80 +152.6 +/--51.8 Q A g -3 u i 81,52 +651.5 IS. 26'FOR EANCHORS,OFORFANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), Q1 N G d Ej FIND THE SMALLEST SQUARE WINDOW SIZE IN U- U)W CO umollo t3 THE TABLE(S)ABOVE WHICH THE ARCHITECTURALS LLI �- WINDOW WILL COMPLETELY FIT WITHIN. v U X to TABLE 9: W 02 CO 'gN Use Wstaw _ Window Design Pressure,(+I.psf) ferGI.S9 g p O a�w 1/4"TCO Airspace- -1/4"7 Pe: �z Liz ? o U. Window Long Side on) p � p DlmenBlons 84.85 86 90 92 94 97 100 102 IDS 109 112 116 120 124128 133 138 144 Z eo 46 +60%98.2 +801-95.7 +801.94.2 +60153.6 +601.92,8 +80/•91.9 -+80/91.1 +801-90.$ +80689.8 +80188.9 +601.68.2 +801-87.5 +801.86.7 +BD 86.1 +BOt 86 5 +84t 84.6 teat-84.1 +80(83.5 S, p W J-4s 48 +806917 +80693.2 +801.91.6 +801.80.9 +801-90.2 +801.89.3 +801.88.4 +801.87.9 +801.87.1 +80686.2 +80185.6 +801-84.7 +801.84 +801.83.3 +801.827 +801.62 +801.81.3 +601$0,6 0 fa d 50 +80%91.6 +801.91 +801.89.3 +801.88.8 +60/•87.9 +801.86.9 +60158 +80686.6 +601.84.7 +601.83.7 +60/•83 +801-02.2 +801.81.5 +001.80.8 +801-80.2 +1-79.4 +678.8 +/-78.1 F 62 +80f-89.4 +801-08.9 +801.07.2 +80686.6 +801.85.7 +801.04.7 +801.83.8 +80683.3 +801.82.4 +801.81.6 +801.80.8 +680 +179.2 +678.5 +1-77.8 W-77.1 +1.76.4 a 2 64 480147.6+80687:1- +801.85.3--+80/.84.6--+8LY-83.8 -+806828--+801.81.8.--+8W-81.2 _+60/-80.4 +1-79.4 +678.7 +/-77.9 +1-77A +1.76.4 +/•76.7 +/-74.9 nXS _ W (L $8 +801.86 +80155.4 +601.83,6 +80/52.6 +801-02 +801.81 +1.80 +/-79.4 +/-78.6 +/•77.6 +/.76.6 +/-75.9 +1762 -+674-.4- -+1.73,7------ -__-______ r u. Z 04 O - $8 +$01•64.8 +80/53,9 +801.82.1 +801•81.2 +801-80.4 +1-7913 +/48.3 +177.7 +t-76.8 1676.8 +/7b +1-74.2 +/-73,3 +672.6 - - - - �i1 }•--FO � 60 1801-83.2 +80152.6 +801-80.6 +/79.8 +/-79 +1.77.8 +/-76.8 +176.2 +1-76.3 +/-74.2 +173.4 +/-72.6 +171.7 u ZS 0 D CS 62 +80/-82 +601.81.3 +6724 +178,6 +/-77.6 +/-76.6 +1-75.4 +1-74,7 +/-73.8 +/-727 +171.9 +671371 •asetr sO 49 64 +801.80.9 +801.80.3 W-70.2 +177.3 +/-76.4 +175.2 +674.1 +173.4 +t-72.6 +1.71.3 +170:6 66 +/-80 41-79.3 +1.77.2 +1-76.2 +1-78.3 +1-74,1 +672.9 +/-72.2 +/-71.3 +670.1 `'�O�y"(-LYN,y j5 6B +/-79.2 +1.78.8 +176.2 +/-76.2 +1.74.3 +1.73 +1-Ti.9 +/71.2 +1-70.2 '�Qtia'-••'y10ENSLh'..Fp 70 +/-78.4 +177.7 +1.76A +1-74A +1-73.4 +/.72,1 +170.9 +140.2 'r' Na.56705 �t 72 +/-77.8 +1.77.1 +/•74.7 +/-73.6 +/-72.6 +171.2 +/-70 _ 74 +1-77.3 +/-76.6 +1.74 +/-72.9 +/-71.9 +1.70.6 - 76 +1-78.9 tid6 +l--73,6 +172.3 +1-71.2 MAX. SPACING ANCHORING MAX. SPACING IF ANCHORING lr� 78 4/-76.5 +1-76.7 +1.73 +/-71.8 THROUGH THEFRAME PER SHEETS 3&4 THROUGH THEINTEGRAL HN PER SHEET4 ��©;. �s�• ST EOF <((„ 80 +/-76.3 +678.4 +1.72,6 APPUESTOB,CORDANCHORS APPLIESTO FANCHORS �.'• F G'�: (SEETABLE2) (SEETABLE3) �� /O 83 +/-76.1 +/-75.1255„ 3.2, , „NAS;,, `` 84.85 +/-78 _ A.LYNN MILLER.P.E. P.E.tf 68705 3.500* 3.60" 3.500' .062' .062* .062' .oat' � a JU I jr] n --r FIT 1.463- IASW F-1 IA83' IASr F 125' I-11AIIEL F.AkME .826- .375, FLANGE FRAME INTEGRAL FIN FRAME EQUAL LEG/BOX FRAME 1.376' am. 301, .804*[71 .175' .355' .0w j 5 ANCHOR COVER 718'BEAD a 1'BEAD TABLE 10: # part# Description Material 3ZFaBrt;7mama 2 620118 Flange Frame PVC 3 620119 integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 6 620133 Anchor Coder PVC MITERED 6 1 720136 1716r Glazing Bead PVC CORNERS WITH 7 1 720135 11"Glazing Bead PVC INTERIOR AND 74 1 - lBackbedding,GE 7700 or Dow 791 Silicone EXTERIOR WELDS -76 Quanax Super Spacer nXr With Hot Melt Butyl CFm—posffe 76 lQuanex Duraseal Spacer composite Cardinal)L Edge Spacer Composite 1 F11"', 90111 78--71646N-'Seton g-Block-(Ttd"-,_Ia_x_I -85-+/-5 duro.——I—EPDM—I—,——AOAPJ fair. & 5 FRAME ASSEMBLY DETAILS 7 vINN 4f, EXTERIOR VINYL FIXED WINDOW NOA(NI) 919/14 • No.55705 al J ROSOWSK BOM&ASSEMBLY I STATE NOTES: 4RT.OFAUTH.#29298 PLO D., 2jSOME PARTS NOT SHOWN FOR CLARITY. J-CHANNEL FRAME SHOWN,PARTS#1.OTHER FRAME TYPES APPLY. ag S70N) 1070 ECHNOLOGY DRIVE .1 3 4)ROYAL PVC TO BE LAS I PW-6420 NTS 1111 MD-5420.0 kkj A.LYNN MILLER.P.E. )ITEMS#8-73A,R NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VE ACE,FL 34276 N LABELED FOR AAMA EXTRUDER CODE. (941�480. 9 OF 9 ' I . MIAMI. MIAMI DARE COUNTY' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.(RER) 11805 SW 26 Street,Room 208 BOARD AND:CODE ADMINISTRATION DIVISION .Ti786)315-2590, F(786)3i5-2599 NOTICE OF ACCEPTANCE (NOA). www.Wamidade.eov/economy PGT Industries,Inc.,.. 1070 Technology Drive North Venice;FL 34275 SCOPE: J`. This 'NOA-is being issued under'the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami=Dade County RER - ; Product Control Section to be used in Miami Dade'County and other areas where allowed by the Authority Having Jurisdiction(AHJ). I This NOA shall not be valid after the expiration date stated below.The Miami-Dade County.Product Control Section(In Miami Dade County) and/or the AHJ(in areas other,than Miami-Dade County)reserve the right to have,thisproduct or material..tested for..quality assurance purposes. If this,tproduct.or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to 'revoke this acceptance;�if pit=is determined by Miami-Dade County Product Control Section'that this product or material fails to meet the requirements:of the applicable building code. This product.is approved as described herein, and has been,designed to comply with the Florida Building Code,including the High Velocity Hurricane,Zone. DESCRIPTION:.:Series 115500",PVC Single Hung Window.-L.M.I. APPROVAL DOCUMENT:Drawing No.NM-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13;dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPAC7 RATING:Large and Small Missile Impact Resistant'! LABELING: Each unit shall bear a permanent label with the man ifacturees name or logo, city, state, model/series','-And'following statement. Miami-Dade County Product Control Approved , unless otherwise noted herein. `'' RENEWAL of this NOA shall be considered after'a renewal a lication has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration.date or if there has been a revision or change in the materials,use, and/or manufacture of the product,or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any.other purposes shall.automatically;terminate,this NOA. Failure to,comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by. the-words Miami-Dade County, Florida, and followed by theexpiration date.maybe,displayed.in advertising literature.. If any portion of the NOA is displayed,then it shall be done,in its entirety.. INSPECTION: A_copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection_at,the job site at.the request of the-Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2;as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,,P.E. , rnartanaoe eouNrY NOA No.15-0519.05 Expiration Date: July 30,2020 r7/20)10 !Approval Date: July 30,2015 Page 1 I � ' I I ' I , I � I -PGT Industries,Inc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED i A. DRAWINGS . I L Manufacturer's die drawings and sections: 2:' Drawing No. MD-8115500-01 titled"Single HogjWindow Installation-.LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 2)Uniform Static Air.Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC TAS 202-94 4)Forced Entry Test,per FBC.2411.3.2.1,:'and TAS 202-94 5).Large Missile Impact Test per FBC ,TAS 201-94: 6)Cyclic Wind Pressure Loading per FBC;TAS203-94 along with marked-up drawings and installation' 'diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing.Laboratory;Tnc.jest Report No. FTL-7964, dated 11/15/14, signed and sealed-by Idalmis Ortega,P.E. 2: Test reports on:,1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS-201=94 3)Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory;Inc.;Test Report No. FTL-7966, dated 08/21/14,signed and sealed`by Idalinis Ortega,'P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analcorm 1 ' y analis, p y>ng,withFBC-5th Edition (2014), dated 05/15/15,prepared by,manufaeturer',signed and sealed by Anthony Lynn Miller,P.E. j 2. Glazing complies with ASTM E1300-09 I D. QUALITY ASSURANCE j 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel a ez,P.E. Product Contr xaminer 'S NOA N6.15-0519.05 Expiration Datei'July 36;2020 Approval Date: July 30,2015 E-1 I PGT Industries,Inc. i. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS (corrrmrvin) 1. Notice of Acceptance No. 14-0916:10 issued to Kuraray America;Inc:for their "Butacite®PVB Glass Interlayer"dated 04125/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and-Doors" dated 02/28/13, expiring on 02/28/18. 4.. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16!15,expiring on 04/16/20. 5. - Notice of Acceptance No. 14-0529.14 issued to Window and Door-Profiles, Plant 13 for their"Performance Core.Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS Statement letter of conformance, complyingmith FBC-2010 and FBC-511 Edition (2014), dated May 15,2015,issued by'manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter ofno financial interest,dated May 15,2015, issued by manufacturer, signed and sealed by'Anthony Lynn.Miller,P.E. 3. Proposal issued'by Product Control, dated 6/26/14 and revised on-:8/19/14 -signed by Jaime Gascon,P.E:Supervisor,Product Control Section. G. OTHERS 1.: None.:, , . Manuel er z,P.E. j Product Contro aminer NOA No.I'5=05ims Expiration Datei July 30,2020 Approval Date: July 30,2015 E-2 I � i Y ANCHORAGE / - ANCHORAGE EXAMPLE DESIGFNSSURERATING IMPACTRATING EXAMPLE FOR 28"1/8'MAX.O.C./ 21-518' .:FOR ARCH-TOP RADIUS-TOP / - 54'MAX BUCK WIDTH MAX,O.C. HEADER(SIM.FORALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12'MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FORALL FRAME SEAM —� 30" 12'MAX ., f/ / ': WINDOW TYPES) WINDOW TYPES) SHEETS --'la.SEE -OC -[ / - 62-118'MAX.BUCK WIDTH If 10'MAX.FROM _SEE SHEETS 1-t/4' B.SEE 30'MAX.O.C. $HEET 3 FIXED VISIBLE 12"MAX' - D,SEE--_-_ B&9 SHEETS .-. .-_+—Ir MAX. _ A,BEET-. � / ME SEAM - 6HEET4 _ LIGHT WIDTH _ - B,SEE -_— -30"MAX.O.C.- --12:.MAX. C,SEE A. 12" SHEET3 SHEET 4i. -• .I SHEET3 FIXED,EQUALLY VISIBLE A,SEE / � � / LIGHT' 17-7/B'!M)(.O.C. SFIEET3i EQUALLY °MAX C. ANCHORS PER / SPACED / �_ TABLES 9.11 / HEIGHT .. EQUALLY / 17-718°MAX.O.C. BUCK ANCHORS PER // 91.78' "' SPACED B4' TABLES&11 / / - MAX ANCHORS PER 0 / III 0 BUCK TABLES&it 17-716MAO. 8,1. SPACED MAX. O HEIGHT MAX HEIGHT - BUCK AS SHOWN BUCK 10'MAX.O.C. 10'MAX O.C. x 10'MAX.O.C. HEIGHT X Q X 4 - HEIGHT f x Q (91.78' _ — 1 — MAX.) -- •BASH / 1"14,MAX.O.C. 1MA%.O.C. EQUALLYSPACED EQUALLY ----'///J ---._ 13.3/4"MAX.O.C. EQUALLY �///y SPACED / — �.' SPACED / VISIBLE �_ SPACED SEE TT ANCHORS PER ANCHORS PER f LIGHT ANCHORS PER I -- ��— � 8HE 8S J r TABLES 9-11 / -'A� TABLES B-11 HEIGHTA� TABLES&11 8.1YY MAX. �8-1Jr MAX. _ •i&�MAX NO ANCHORS AT SILL _ NO ANCHORS AT SLLL _ NOANCHORS AT SILL Dom_,_—, 1_1f4• B'�-'-'-' SEE SILL WEEP- B� � gpgH VIBIBLE SEE SILLWEEP B�_,jI - 64°MAX.BUCK WIDTH -! NOTCH OE'A 8. NOTCHSFESILL WEFP- EP- NOTCH DETAILS, NOTCH DETAILS, f—" NOTCH DETAILS. SHEET3 LIGHTWIDTH SHEET3 - SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION- SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN " 76'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALSMSED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COD GENERAL NOTES......................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. - - ELEVATIONS..........-....................i 4)ALL WOOD BUCKS LESS THAN 1.1/r THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1-1Jr THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE.ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGJBOX...............3 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 6)1/4°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL......................4 - -7)DESIGN-PRESSURES: --- --- GLAZING DETAILS........................6 - ----- - -- _ - A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13DO. ' .. - .� - DESIGNB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL A CYCLETESTING AND GLASS PER ASTM E1300. _ ANCHOR QUANTITIES............_.8-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN. EXTRUSION PROFILES ..........-....11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST...._....12-13 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - -9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT-FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -- - _ _ _ _ •pprorud mmplylag whh PW _ 10)REFERENCES:TEST REPORTS FTL-7964&7068;ELCO ULTRACON NON ELCO CRETEFLEX NCA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER$HADES OF _--Florida".".'"'uc.R. CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN i1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL - �7 i7j ReWsad BY: Date: -RoNe(an: NOM<J� LYNhf/z 0�1a USER INSTRUCTIONS: tt�'vcENSF'°�FT 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised W. Date: ReHalon: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.. No.58705 - 3)KNOWINGYOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOW'S DESIGN PRESSURE FROM TABLES 4-8.ITMUST EQUAL OREXCEED THE DESIGN PRESSURE REQUIREMENTFORTHEWINDOW - "GENERAL NOTES&ELEVATION,,„ , .J ROSOWSKI OPENING OBTAINED IN STEP 1. - - -'O.• �J '•W 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR � 1 te: 1070 TECHNOLOGY DRIVE ntte: YOUR OPENINGS CONDITION FROM TABLES2OR3,ANDTHATALLMIN.REQUIREMENTSFROMTHISSHEETSETAREMET. (\''•,' F(CRLOP,•''��~�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. (941)-480-1800 . i�r Serfas/Atodek Srnla:- Sheet: I1mWnp No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME-PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ;(-1kNN MIQLEtf�P.E. . SH-5500 - NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEGIBOX} REA 58705 " CERT, OF.AUTH. 829296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glans Frame Frame Glass Dosortp8on(Listed from Exterior to Interior) Design Pressure Types Options ConOge, Shape& Installation Options that may be U60d Type Table A Shs&t8 ( 5 718'Laminated I.G.:1/6A Exterior Cap+7/18'Air Space+5118•Laminated;(2)Utes of 116'A Glass with.090•PVB Intedayer 4,5 6 (see Fig B) (See Table 1) sea F(g A) (See FlgiC) 8 71W Laminated I.G.:11/0'T Exterior Cap+7118•Air Space+8118'Laminated;(2)Liles of 1/B•A Glass with.090'PVB lnledayer 4,6 6 ....Into 2X Wood CMUI-Framesheet 3.p-sheet 3,option 1 EgVP (te, Afch-op& Through the Emma....Into Conarete/CMU-sheet 3,option 2 7 718•Laminated I.O.:3118 A Exterior Cep+316 Air Space+5/18'laminated;(l)Utes of 1/8'A Glass with.080'•PVB Intadayer 4,6 6 Flange 6-16 OdeUProAeN Aroh--Top 8 of the window..... 6 7/8•Laminated LG.:3/18•T Exterior Cep+318•Air Space+6118•Laminated;(2)Ulea of 1/8'A Glass with.090'PVB Intedayer 4,6 6 (#2) 8 Cottage Radius Top .•••through 1XBucketdp Into Concrele/CMII--sheet 3,option 3 9 7/6 Laminated 1.0.:1/8'A Exterior Cap+7118'Air Space+511W Laminated;(2)Utes of 1/6 H Glass wlth.080'SG Intedayer 7 7 ....Into Metal•sheet 3,option 4 10 7/6 Lemineted I.G.:110'T Extodor Cep+7/161 Ah Space+5118•Laminaled;(2)Utes of 118'H Glass with.off SO Irdedayor 7 71Box/ Equal-Lite, Square/Rect. 2X Wood Freme/Suckaldp-aheet 3,option 1 Arch- 8,Through the lama....Into Concrele/CMU-sheet 3,option 2 .Reol. ' 11 7/B'Laminated I.O.:3116'A Exterior Cap+9/6 Air Space*51181 Laminated;(t)Liles of 1A!'H Glans with.OBD'SO Interlayer 7 7 Equal-Leg 5-18 OrieVProNeri Asch-Top 12 7/0'Laminated LO.:3178•TExterior Cap 318•Air Space+511W Laminated;(2)Utes of 1/8'H Glass with.OBO'SO lnledayer 7 7 (p4j 8 Cottage Redua Top of the window...... through 1XBuekstdp Into Conerele/CMU=sheet 3,option 3 13 7/6 Laminated 1.0.:118'A Exterior Cep+6118'Air Space+7118•laminated;(2)tiles of 3H6 A Glass wilh.080'SG lnledayer 8 7 ...Jnlo Metal-sheet 3,option 4 14 7/8•Laminated I.G.:1/B'T Exterior Cep+5/18•Air Space+7/1W Laminated;(2)Liles ot3118•A Glass with.1190'SO lnledayer B 7 Through the ....Into 2X Wood Freme/8ucketdp-sheet 4,option 5 15 7/8'Laminated I.G.:3/16 A Exterior Cap+1/4•Air Space+7118'Laminetad;(2)tiles of 3118•A Glass with.090'SG Inde loyar 7 7 ,!Channel Equel-Lite, Square/Reat.,integral in...... ....Into Meld-sheet 4, tion 7 # 5-8 OrieilProMeW Arch-Top 8 Jnta 2X Wood FremelBuckshdp-sheet 4,option B 18 71W Laminated I.G.:3116'TExterior Cap+114•Air Space+711W Laminated;(2)tiles of 3118'A Glass vAth.090'SG Intedayar 7 7 (t) 8 Cottage Radion Tarp Through the frame ••• P of the window...,.. Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9.11.13 Through&Cottage Radion Top the. -..Ante 2X Wood the -sheet 4,option 5 Min.Edge Mln, 815 MAY NOT BE USED IN Equal-Ute, Square/Rect„Integral in...... ,,,,Into Metal-sheet 4,option 7 Integral Fln Group Anchor Substrate 01stance Embedment` THE FiVH2ABOVE W. ( ) 5-8 OeW Arch-Topp, Through the frame ....Into 2XWood Frame/Buckshdp-sheet 4,option 6 8 Coll T.Southern rte(80=0,55) (steel, of the window...... ....Into Metal-sheet 4,option 8 #,16.8 S.S.SMS Steel,A36• 3/8' 0.050' 'MIN.OF 3THREADS A=ANNEALED «410 S.S.) Steel Stud,A653 Gr.331 3/8" 0.0451'(1.8 Go.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "H'=HEAT STRENGTHENED A Aluminum,8083-15• 3/8" 0.050" SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine SG=0.55 7116' 1.3/8' STEEL STUDS, ❑� 'PVB'_.090'BUTACITE PVB ( ) BY KURARAY AMERICA,INC. 3118"steel Ultracon Concrete min.285 kel 1' 1,3/8• MIN.Fu-0 K618 ( ) MIN.Fy=33 KSI. �/ Ungrouted CMU,(ASTM CSO) 2-112 1-1/4" z 6 4 'SG"_ INTERLAYER BY KU P.T.Southern Pine(SG=0,65) 9116' 1318" VALUES*UNGROMAY CMU, INTERLAYER BY KURARAY X12 SMS VALUES MAYBE � 80X OR AMERICA,INC. B (steel,18.8 S.S. Steel,A36' 31W 0'050° USED FOR GROUTED � FLANGE EQUAL- or 410 S.S.) Steel Stud,A653 Or.33' 318" 0.0451"(16 Ga) CMU APPLICATIONS. LEG PVB AND SG INTERL U E D MAY Aluminum,6063-W 3/8" 0.063" EQUAL•UTE ORIEL COTTAGE ALSO BE MANUFACTURED BY KURARAY AMERICA,INC. 114"steel Ultraeon Concrete(min.2.85 kel) 1• 13/4" C Ungrouled CMU,(ASTM 0.90) 2-112' 1-114' FIGURE C:FRAME SHAPES 1/4'steel Creteftex Concrete(min.3.35ke1) 1" 1314' BUCK WIDTH -+{BUCKWIDTH�--�IBUCKWIDTH�- i/4•steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1314" / 1141 steel Ultlecon P.T.Southern Pine(SG=0.55) 1' 13/8" %/ �i/ 1 0Fzrrl 3 1/4•steel Crete6ax Concrete(min.3.35 ksl) 2.112' 13/4" (s �� INTEGRAL Ungrouted CMU,(ASTM C-90) 2.1/2" 1-1/4' = 6 __ _ J CHANNELFIN D 114'steel Creleiex Y ru O P.T.Southern Pine(SG=0.55 1" 1318" '� O x G -- 114'steel Aggre-Gator --Concrete(min. .275 kal)——1=1/2'—--1-3J8"-- __- -- -- - --- - - - ----- —— 114'steel Aggro-Gator P.T.Southam Pine SG=0.55 1° 1 11fimlL Grouted CMU,(ASTM CSO) Y 2' RECTANGULAR tiADIUS•TOP ARCH-TOP -TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY _ approved as complying With rh, BE USED BY INSCRIBING THE SHAPE INABLOCK AND OBTAINING - _ _ __ _ Florida d neC _ Group Anchor Substrate Min'Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM - Date Distance Embedment' THE TABLES ON SHEETS 8.10. t I - NOAN i RrAnd eater Royston: r✓ MI P a E 2-11T x.131'Common Nall P.T.Southam Pine(SG=.55) 318' 2.7118° `�� (\YNN Ml(( �i,� 2-112'Ring shank Rooting Nap P.T.Southern Pine(SG .55) 3/6° 2-7/18' \� '\r EHSB P.T.Southern Pine(SG=.55) 1/2• 1318' Q5: Radred ey: Doter Rsvfelon: (#10 Trusehead SMS Aluminum,60B3•TS' 3/8' 0.050' yY; No.58705 _ (steel,18b B.S. Steel Stud,Or.33• 318• 0.0451°(18 Ga.) ; - oaadptron: &tarn «alos.s.) I' .OF 3. W S wz GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Steel,A38• 316 0.0$0' 7HREAOsBEYOND 'P.T.Southern Pine(sG=-55) 11/18' 1318" THE METAL ''A '• 5T111, r 1070 TECHNOLOGY DRIVE ir0a o°L•r N12SM3 Aluminum, W 0.083' SUBSTRATE.FOR318' •.,FLORt�P''��^ N.VENICE,FL 34275 SINGLE Steel Stud,GL 33' HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,111$ """S.S. 0.050" sTEEL STUDS, ',CCS J ,or 410 B.S.) MIN.Fu=45KSI8 7iir SiONA��` (941)-480'1600 Sedee/Alodek Scots, sheat- Drawhrp Na Rw Steel,A391 31W 0.050' MIN.Fy-33 KSI. A.Lurk)wiu P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 P.E.e 68705 CERT.OF Am. #28298 t INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION opnoN 2 INSTALLATION oPrloN s ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. 'OPTION 1 EDGE DISTANCE _ - SEE NOTE 2,THIS SHEET. .EMBEDMENT . ANCHOREDTHROUGH EMBEDMENT - FRAMEIN702XWOOD - 1/4'MAXSHIM 16 1/4'MAX SHIM FRAME OR BUCKSTRIP. - SEE NOTE 2,THIS SHEET. EMBEDMENT } SASH VISIBLE 17 EDGE .• `' 0� 18 LIGHTVYIDTH - -- DISTANC EDGE E FLANGE FRAME DISTANCE D" - + •" SHOWN 44 BALANCE -- - •` . TYPE VARIES -� TYP.ANCHOR --L1/4MAX - TYP.ANCF(ORTYPE,.. 42 WITH SASH. - o _ TYPE, SHIM EMBEDMENT EMSEDMENTAND- WEIGHT 54 ? TYP.ANCHOR TYPE, -. Q _ 30 AND EDGE EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER ODISTANCE PER SUBSTRATE,' SUBSTRATE.,. $UBRAIE n�Q •.. •DISTOANCE SEE TABLE 2, 18` SEE TABLE 2,SHEET 2.. SEE TABLE 2,SHEET 2, tJ J� EXTERIOR SHEET 2. 87 •a. I FOCED VISIBLE - 4 FIXED 19 2011 OPT.SASH TOP FLANGE .=�1- LIGHT WIDTH - - - EQUAL VISIBLE - LIFTPAILFRAME I '? -` ._ILEQUAL LIGHT - I _ BUCK WIDTH HEIGHT .- FOR ALLVVINDOW3: ,•NOTES: .. SHOWN r FRAME.. 1 ANCHOR @ 3.55' HORIZONTAL SECTION A-A SHOWN.49 48 FROM END AND AT .1)USE ONLY " 21 FROM SUBSTRATE-APPROPRIATE 22FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMWUMBTEEL FRAMING OR STEEL STUD. 72OVER 38'WIDE: 0 O ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 45 48 47 SCREWS®1&318 INSTALLATION OPTION SHOWN MAY 14 36 FROM END. BE USED ON ANY SIDE OF THE O FORWINDOWSWTfH WINDOW. 1/4'.MAX. - .. .BOTTOMLOCKS; - SHIM #10 OR#12 STEEL - 1/4'MAX. BUCK 60 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING f SHIM - - HEIGHT SCREWS B 83/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 T-30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, _ THAN 1-1/2'THICK ARE TO BE 'SHEET?- SASH - CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE .. WOOD BUCKS ARE OPTIONAL-IF LIGHT-: - UNIT IS INSTALLED DIRECTLY TO HEIGHT. SUBSTRATE.WOOD BUCKS y DEPICTED AS 2X ARE IIA W THICK OPT 86 '•1 16 USE EITHER - OR GREATER.IX AND 2X BUCKS 88 LATCH OR (WHEN USED)SHALL BE DESIGNED - (2)1' 8931 30 84 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG OX WEEP_ _ ______ ___ _ __ _ ___ _•LOCATION:0.518____DESIGNAND INSTALLATION IS THE _SHOWN- FRAME NOTCHES AT 80 - FROM SASH END.-: RESPONSIBILITY OF THE ENGINEEREACH END. OR ARCHITECT OF RECORD. c .. _ EXTERIOR e 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT - - OPTION¢ _ .-.. - - �1p rovedmeompl)1ugwllhPo> _ _ ---..-_-. 87_ _ _ ---- ___OPF-NINO)ISMEA5UREDFROM _ -- - =A ORETDTHROUGH -- -- ----ANCHORED THROUGH- - �� -- 1/4'MAX SHIM" BEADING TOBEAOINQ-=' NCH '^ _ _ ------"-- Fio dusC EQUAL-LEGJBOx r--�IQ •, - _ :FRAME INTO METAL -- FRAME INTO METAL - FRAME vote NOA SHOWN I_n_l - - l 1 I I I I!I . - c _ N .ti77/i,/ - Revised�•: Date: Rendon: l JeP uG r ! / W EPHOLE .• ... NOANCHORS `�Q ••' �10ENSF''•.�` ii - Reneed ey: Date: Rendon:. Kp WICOVER®O ; REQUIRED IN VISIBLE LIGHT FORMULAS 54 No,50706 •'�� _ ' 2.8'r FROM 3B .•+ �.'• . .FLANGE OR j EACH END. - EQUAL-LEG WIDTH -- Drawn 11y: • FRAME SILLS ®SASH:BUCK WIDTH.649- _ ® Desulp0on: FIXED LITE:BUCK WIDTH-4-3/8' :p•': 7 ►S ;� � FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT IEQUAL•LITE) , • �fA'E b/F 14.1 1070 TECHNOLOGY DRIVE RDe: VERTICAL SECTION B-13BUCKHEIGHi2-316/18• %,/CESS'•,<,ORIDP.• �```: N.VENICE, 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 3edes/Modd: $Colo: Shoot: Dravfrtp No. Rev: ai41vf/dIILLER,P.E. CERT.OF RUTH. a29298 SH-5500 NTS 3 OF 13 MD -SH5500-01 P,E.q ti8705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5" ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL 1- - EMBEDMENT • NOTE 2.THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR SUCK.STRIP..SEENOTE 2,THIS EDGE DISTANCE a - - 16 1f4•MAX SHIM - SHEET. TYP.ANCHORTYPE, _SASH VISIBLE J•CHANNFl EMBEDMENT AND EDGE ❑� 18 LIGHT WIDTH �� 17 - ❑ , FRAME 1 DISTANCE PER SUBSTRATE, - - SHOWN 1 'SEE TABLE 2,SHEET 2. ------------ -(SCREW SHOWN) 44 BALANCE QO L TYPE VARIES EMBEDMENT'' 114'MAX SHIM 42 WITH SASH 1 TYP,ANCHOR TYPE,D EDGE DISTANCE Q WEIGHT 30 0 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE,SEE TABLE TABLE 3,SHEET 2. EXTERIOR I \ TYR ANCHOR TYPE, 18 ' (NAIL SHOWN)" 87 3 L,\� INTEGRAL. EMBEDMENT AND EDGE �t ��) XEDVISIBLu FIN DISTANCE PER SUBSTRATE, FIXED 19 2D OPT.SASH TOP --►{ LIOHTWIDTH FRAME SEETABLE 3,SHEET 2. VISIBLE LIFT RAIL J FRAME L 1 SHOWN (NAIL SHOWN) LIGHT - . HEIGHT .FORALLWINPOWS: NOTES: SHOWN _ + 1 ANCHOR Q 3.55• -. - BUCK WIDTH .J_ 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIAZE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 38"WIDE: OF SHEET 2.FOLLOW EMBEDMENT _ DADE APPROVED MULLION,FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMITS.ANY 114'MAX' ADD ADDITIONAL SHIM � � MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2 8 3 SHEET 2. 45 46 47 SCREWS®16.318• INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE a O FOR WINDOWS WITH' WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 114•MAX. _ HEIGHT 50 O 18 ADD ADDITIONAL 2)MASONRY MAY SELF-DRILLING SHIM SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, SMS(G6),SEE FROM END. > SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2 93, Q� 30 _ - - SASH THAN 1-112-THICK ARE TO BE SHEET2. D CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO _ HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2XARE 1-1/2'THICK D Be J 18 OR BOTTOM - OR GREATER.IX AND 2X BUCKS OPT. LOCK(SHEET 3). EN USED)SHALL BE DESIGNED (2)1• 81 30 85 63 TESTED UNIT-' TO PROPERLY TRANSFER LOADS - a FIN AND/OR Q 31 LOCATION:S-SM" FLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK ___8o___ __ ____ _ FROM SASH END. DESIGN AND,INSTALLATIONI9THE_ _ __��_�_ o --__ IN-FIELD _ o - NOTCHESAT gp - - RESPONSIBILITY INTEGRAL FIN - --L�- EACH END. NO'ANCHORS. .DR ARCHITECT OF RECORD. FRAME SHOWN - .. 'REQUIRED INFRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHTWIDTH OR HEIGHT, _ INSTALLATION _ THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 - 4 --------- ---- -.- --- —- — .-• --. - -- -- — -_--ANCHORED-THROUGH FRAME INTO ME - = d to --_ = - -- -- OPENING) B MEASURED METAL- . . . 114 MAX; - - - � - -_ `.ANCHOREDTHROUGN�=; �-Ptadda Id¢mldYeB�- -- Ib 0b BEADING TO BEADINQ: INTEGRAL FIN ��. - (INTEGRAL FINfFLANGE REMOVED FRAME SHOWN o ❑ ' SHIM - \�\\111,17111/i 'ANT ( ) at. . 27'X 1.28"WEEPHOLE ".``�� O�,. , 1/(��i Rav/aed By: De1e: Re n: aml a Prodad O38 W/COVER@2.67• - - °.. `\ '��.•'L\C SF 'P,�� - - - FROMEACHfND. �- =�C.' �C Reload Sr. Data, Ravielon: � VISIBLE LIGHT FORMULAS No.56705 _ TYP.ANCHOR TYPE, EDGE DISTANCE • - EMBEDMENTANDEDGE WIDTH DISTANCE PER SUBSTRATE, �SASHi BUCK WIDTH-8.1@' --13 : Cos• ,: /` = J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SEE TABLE 3,SHEET 2. EMBEDMENT ®FIXED LITE:BUCK WIDTH-4.3/8' ••, 7 (SCREW SHOWN) , - HEIGHilEOUAL-LITS i�i0 ?<ORIOP.•' \�� 1070 TECHNOLOGY DRIVE 7711#: DaM: INSTALLATION OPTION 5 VERTICAL SECTION DwD BUCKHEIGHT/2-3-16118• �'%;sus/UNA�NAI_�``G_\` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ///i11�t (941)-460-1600 SeNea�fJadeL• Q1#. Sheet: OrywirpNau Rar. INT02XWOOD.FRAMEORBUCK- A.LYNN MILLER P.E. SH-5500 NTS 4 OF 13 MD-SH5500-01 STRIP.SEE NOTE 2,THIS SHEET. REA 68705 /29296 7/8'NOM. 7ir NOM. �+-- --►{ .718'NOM. �+- 718'NOM. 718'NOM. 5/16"AJA PVB., I 5116"AIA PVB I 5118"A/APVB I I 5/16"A(A PVB 5116"H/H SG 7/16"AIR SPACE 7118"AIRSPACE /8"AIR SPACE 7/16"AIR SPACE 1/8"AG ------ 3116"T GLASS i/&'AGLASS--\ 118"T GLASS 3/10?'6 LASS a EXTERIOR `. G]EXTERIOR <�]EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER.OR SUPERSPACER OR \ SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE,6 GLASS TYPE 7 GLASS TYPE 8 - GLASS TYPE 9 7/8"N �+- . 718"NOM, �+-- - 718"NOM. _ -• -�•{ 718'NOM. 718'NOM. 1+- VA 5/16"HIH SG I 5/16"H/H SG - I 5116"H/H SG 7116"A/ASG_. I 7/16"A/ASG 7/16"AIR SPACE 3/8'AIR SPACE 3/8"AIR SPACE 5N6"AIR SPACE 5/1.8"AIR SPACE 1/8"T GLASS 3/16"_AGLASS 3116`T_GLASS 1/8"A GLASS 1/8"T GLASS �rI EXTERIOR �)EXTERIOR - (�EXTERIOR a EXTERIOR •' G]EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER .. CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 -GLASS TYPE 13,' GLASS TYPE 14 .. .. 7/8'NOM. � 7/8"NOM. ... 7116"AIA SG 7/16"AIA SG 1/2'NOM.GLASS ''GLASS TYPES ITTHROUGH' '1/4"AIRSPACE - 1/4"AIRSPACE 78 OR80R 78 SITE TYP. 16 MAY NOT BE USED 3/16'A GLASS---N3/16"T GLASS WITH J-CHANNELpR -- - 74 -- .IN7EORALFIN FRAMES EXTERIOR - -- _- - -GI EXTERIOR- V8, A99 TYPES S.7,9,11.13 DURASEAL, DURASEAL, - 31 15 MAY NOTBE usED IN. SUPERSPACER OR SUPERSPACEROR T 76 :_ E HVHZ ABOVE 3W.- 'EXTERIOR. • CARDINAL SPACER-_- - ----_-_ _-- CARDINAL SPACER- --- -TYPE - -__—_--_---- - - with� --- -GLASS TYPE 16 -GLASS TYPE 16 'FIII". triodad' 3B 30 i / iN�CNLYNN /1�� Revleetl By Daly. ReWNen: NI ReNaed By: Odle: ReWelon:- \rY No.48705 • •, GLAZINGNOTES: - ! - -_ 'A'=ANNEALED /j� — - ® Description: - .- - Omwn By: TYP:GLAZING DETAIL •H•=HEAT STRENGTHENED %'d '•VV � g'S ,w GLAZINGDETAI�S J ROSOWSKI 'f'=TEMPERED Ep -?o S"fArE /1/T 'PVB'F.090'BUTACITE-P.yBBYKURARAYAMERICA,INC. '�O•t\�'•, F<ORIO?'�•'G��\.:^, 1070 NCNOLOOY 75� - E1�• - "SG'=.090'SENTRYGIAS'"'BYKURARAYAMERIcn;INC: _ :SINGLE HUNG WINDOW INSTALLATION-1 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ''/,STs/��1/IN�l��1�� `\ (941)-480-1600 Sedee/MoeeL Scohr: Shee: D/oviny N06 Rer. A.LYt1N MIILER,P.E. CERT.OF AMH, #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 PEA 68705 TABLE 4: TABLE 5: T BLE 6: -- " Ol.r ot.r7yq. Design Pressure,Ibow 'oWtomsmh: sm ad6nf DeelOn Pre,(trure,lbelft' ol,w ei• De6lpnPmrura,Ibslff' Or4dA n. 6,O,T6E 'P � Rn.P) ti..k . +1•50.0 R2 IoM 52125: R +65AI.70.0 .IntLOWLe R.IOL L.wI 215 EgwlBd.- 11.707 .MD -70A. .65D •70.0 - q2 ForNa4d.x ntKl.mh 214.. .. R1 _ F.r.II%Wm6...h.kw Sl.ndud CWtp 14517- ,TO .ODA -70D .09D -70.0 SEE TABLES.SHEET 9 FOR 28 rqA .- 11.5m-14.518 .70.9 -70.0 .05A -mA SEE TABLE 10,SHEET SFOR - ANCHOR GROUP AND QUANTITY. stan"m P-1- it377-11.582 .w.O I-Mo .85.0 •70.0 ANCHOR GROUP AND QUANTITY. •, Tw.91 21517- 285 .WD -710 .W,O •ra0 - - sunmroC.Bm. 20.858-23318 .m.0 1-721,6 .WA •70A 07.375 Ep,0181. 17.517.20.957 !e0.0 -70A .W.O •70.0 . S14Ow.tgt.M 11371-14.518, .03-0 •700 .B5.0 •70.0 ehMe.t - 210•71.+4217018 .W.o •mo, •mo •ro.o T bt 27383.37&11 .87.0 -70.0- .65.0 -10.0 Crtoi8S4e 20517.27-6R '.15.0 "•70.0" .06.0 I m.0 � HEADER _ d Map 23.517.25918 .65-0 -100 *No -70.0 HEADER �4. - Equia.-. 20.517.25.610-•65.0 -70.0 .WD -TOA .. \.� SfYWdfhrM.x 17.50-20610 .85A •70.0 .860 -7010 "' 23 \ '•C,afOmS4r_.: 14.517.17,610 .5D- -ro10 .05.0 -70.0 " Sh.art • 11.377-MA10 -.05.0 .70.0. .0&0 -70.0 _ e \ - T.Mt 31.565.39411 .05.0 •710 .BSO •7010 S4MW Omgo 26017-SI Set 1.86.0 •70.0 .05.0 -70.0 a MEETING RAIL Egr01." 21"il=26518..05.0 •roA .65.8 •70.0 MEETING RAIL o Q - 48 51rtdudPwAm 17,511-20.5% .95.0 •70.0 405.0 -70.0 26 a O.W.Sim 14517.17.610 +660 •70.0 .66.0 -79.0 27 6 CmI=Stro 12517.14.6.8 .05.0 --70.0. .85.0 -711.0 1EXTERIOR" E ER ga Swint 11.377.12519 .OSA •700 .no -70.0 .95.0 • 29517. Tom 33.200-37.530 .85D -70 &..&W CW .0 .05A •70A 3$' 4po 33.207 .65.0 -70.0 -70.023JAMB - •� Egaula 23517-20,678 .03.0'. .70.0 .05.9 •70.0 JAMB m C,ef4m Ohm 20.617+232116 .85.0 •70A -&0 •70A EXTERIOR SASH 10.�'S _'9ladatd Prader 17.617.24516 .86..0 .760' •65.0 •70.0 Tom. SASH .a HEIGHT Gs4mst-. 14,617.37,610..B5A •701 .650 •70.0 HEIGHT c-I m Ill.- TEST.14510'!960 .70.0 .66D -70A - Sho W. . 11.377•.12b18 ...0 •70.0 465.01 40,0 714781 30517.41,641 .06-P,40,0' +854 -70.0 - Q 23 SWOwde.d.9. 31.6+7.29.679 .65.9 -70.0 .ask -760 23 .- 26.30.3151e .W.O. •700...66.0 -70.0 SILLD SIK4W Pl." 23517.2&516 .65A •"A '.65A -70.0 SILL 02 Cestan a&. 20.617.23,610 .060" -roA .65.0 •70.0 Crt.m Sit. 17.517-20.511 .850 -70D -WA' 470,6 - Cwtl.n 8174, 4517-17.618. .860 -70A .85,0 Cmta.Six. 13,677.14,510 4060 1 70A .80,0 ".3, _ SOalwt 11304-13,018 .06.0 1•702 .80.0 •W5 701447 30.517-41.644 .65.0 •70.0 .65.0 -70.0 ' Cr1an 648 38577.30510 •65.0 •70.0 485,6 -704 Ej.Wd. 35.517.38AID .65.0 -TOO- .OS.O -70.0 ------SECTION DETAIL-FOR-WINDOWS-WITH- 4444 -----_71!-_Cwt.m w-- 32,617738.518 +65.0 •70.0 .egg -7010 _SECTION DETAIL FOR WINDOWS WITH - __-- - - LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 28517.32619 .85A 'mo 463-0 -roD LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6.7&8 REINFORCEMENTS SHOWN IN FIGURES ABOVEwun&4. 2A17.2O.616 465A 40.0 +080 .703 IREINFORCEMENTSSHOWN INFIGURES ABOVE ' Ow"t 25510.25510 406.0 .70.0 .060 m.5 --APPLY TO ALL FRAME TYPES&; Egad6l.- W6117-41A44 .85.0 -70D +05-0• .0 'TOAAPPLY TO ALL FRAME TYPES B CONFIGURATIONS) CONFIGURATIONS) 61 Cr4msa. 3660.31.678' .WA" 470,6 +e3-o �I3 4pprovedos;camplylugwllbl4. 331114!45.5115 .05.0`::70,6-:7W,o --006 - --- - _4444 _--- Bride all tag O Ol.m Ulm -- - 41.811 .610 :Mo .WA •006 -•'. +'A.t9 -SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY •NOAfi R.vlsed,Uyr Data Rrvhlon: mmIn deProduct ONY LYNN M� DY. . `� 4,�•' NS�c'•(�CC,pI��- RoNaed fry: Date. RevJafone .. No:571705 �t NOTES; - f - - ® Dercdpvon: _. - Ma9n Try: ` DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - ••• - tlf1070 - - Dab: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. %U'�'�'•.,F�Q- F ••� � vwiCED�34276 SINGLEHUNGVVINDOWINSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN- - ��ij�'S'/Q� I- ��G`•'` (94))-480-1.600 Sed olModel: - Srnte: ref: �-SkB50 Ra' ON THE TABLE. _ - - Aal IG46R;P.E. :: •cERr. OF AUTH. /29288 - - SH-5500' NTS 6 OF 13 0-01 .. P. 68705- TABLE 7: ABLE B: cl■. • BdtOm 0.0.0.0. 1)n nPr•■■unlbYttt 0181 6 B �1oin 6vah 6100.1.620. .De■Ipn Pr.■�ura,m■INt 1381 8.7n11e1y 4 f1.,,, 00101118180.048. 2.4118. 101 •1891.0.RmN• 00•1 N9nd.r7 BuckYaLSYn lupenRarO• rwas am wkwwawkw 04 ` 34Ib� 10.640 46 625Z RelWe77.6 61 3 1B' 24 32 1 30 1 /0 1 N 1 621Z61 61 2.3.5 1 Egw1TM 11.88/ +70.0 410,0 +70,01410.01470.9 1 410.0 •70.0.110.0 20.5 Eq.", 11.324 •70.0-110.0 •740•110.0 70.0 410.0 1•70.0•110.0 1•70.0 410.0 N&0•11x0 70.0-110.0 70.0•110.0 SWW.d C.OW 1.517-15.870 +70.0•110.0 •70.0-110.0 70.0-110.0 +70.0-110.0 Ola:dW Ctla2. 1/.517.15.870 •70.0•110.0 7&O-"me +701-110,01+TmO-110.0•TO.D 41D.0 740•110.0 •70.0-110.0 70.0-110.0 20 EqudBe 11.603.14.615 •70D 4110.70.01-110.01+70.0 410.0 +70.0-110.0 20 Egud wa 11.583.1,515 •70.0•110.0 •740•110.0 70.0 410.01-70.0•140.0 +70.0-110.0 70.0 410.0 70.0•im0 70.0-710.0 SUNrd Pmd.w 11,377-17.552 •7DD 410.0+70.0-110.0 470.0-1100 +70.0 410.0 .AlwwdPtod.w 11.377-11.602 +70:0•1100 •70.1•110.0 •70.0•110.0 •70.0-110-0 +70.0-710.0 +70.0-510.0•70.0-110.0 70.0•110.0 O HEADER _ Ta•ue 23.517-26.280 +701 410A+70.0•110.D 70.0-110.0 470.0 4160 Tani 27.1117.25280 70.0-110.0 +70.0 Ilam +70.0-110.0 70.0-110.0•70.0•110.0 70.0-110.0 70.0-10.0 •70.0 •110.0 st.M9d Lge 20.068-23.518 +740•110.0 +M..0-110.0 70.0•110.0 +70.0 41&0 OtmdardCohoe, 20.258-23.616 70.0-110.0 +70.0-110.0 •70.0-1110 •70.0•110.0 •70.0-110.0 •7&0•110.0 70.0•110.0 .70.0•110.0 25 37.375 Squd40. 17.517.20.061 +700•110.0•70.0 410.0 4740.110.0 70.0'•100.0 31.315 EgudNo 17.517.20.957 +70.0-11a0 70.0 410.0 •701-110.0 470.0-lime 70.0-lime +70.0•110.0 .7&0-110.0 +70.0-109.0 OW"d POA.9 14.517-17.618 2700•/IOD•IO.0-11&0+70-0•11110 70.0-110.0 �81.0,0Pm.Uw 11617.17.616 +70.0•110.0 •70.0•110.0 .70.0 •710.0 70.0-110.0•70.0-110.0•70.0 410A +701-1101 •7&0-11&0 0 - ShMed 11.371.14.516 4700•110.0 +70.0•110.0 70.0•107,0+70.0•10&0 BhoM" 111377-1d.810 •70.0-110.0 +70.0 410.0 •70.0•110.0 •70.0-x0A�+70.0-110.0•740 410.0 •10.0-107.0 70.0 103.0 T•Bnl 27.663-31.1171 470A•110.0 470.0 -010 +700 Ano 70.0 6D.O TAW 27.M3.31A11 •70.0 OA 70.0-110.0 •70.0 410.0 •70.0-70.0.70.0-110.0+70.0 60.0 •70.0 4MD •70.0 40.0 0 ' d•bm 6W: 24517-27.587 •701•110.0 +701 110.0 4708•110.0 MO-110.0 COdomsk. 26.517.27.602 •70.0•110.0 •70.0•110.0 7me-110.0 •70.0-110.0 •70.0•10.0 •70.0-110A •70.0-Imo .70.0 110.0 0 MEETING RAIL SWftd COW 23.51T.20.518 +70.0.110.0 +70.0-110.0•700 1t0A +70.0 410.0 ,&andYdcOW. 23.6x•28.616 0.70.0 110.0 70.0-110.0 •70.0-x0.0 170.0-110.0 +70.0-110.0 •70.0•110.0 •70.0 410.01-70.0-110.0 0 M EW". 20.511-23.818 +70.0•110.0 70.0•110.0 701•11a0 +70.0 4100 44 Ew"w 20.617.23.516 •7&0-110.0•70.0 410.0 •70.0-11%0 70.0•110.0.70.0 410,0+70.0•1110 .70.0-1700 •70.0-110.0 27 stmdmd PmMw 17.817.20.818 470-0•110-0 +70.0-$'me 47&0-111D+70.0 4104 'sundwdPlahw 17.517.20.615 .70.0•110.0 •70.0 41RO +7o.0•110.0 •70.0-110.0 70.0 410.0 270.0•110.0 70.0 41&0 +70.0 410.0 EXTERIOR C.18 Sft. 14.511-113111 +701•110.0+70.0-110.0 .7D.0•110.0+70.0-710.0 "Cumam8h0 11517.77.616 +70.0-110.0 .704 110.0 0.70.0 410.0 70.0•710.0 •7D.0-11.0 •70.0•110.0 •70.0 410.0 •70.0-110.0 6182..0.1 11.377.14316 +70.0•110-0 +70.0-110-0 0.70-0•107.0 4700-181,0 800.18.1 14.x7•t4.fi78 70.0-7180 170.0-110.0 •70.0-110.0 70.0-110.0 •70.0•110.0•70.0-110.0 10.0 407.0 •70.0-107.0 v O Tdl.1 31.547-33.811 •70.0 410.0 +70.0 90%0 70.0 43.0 70.0 40.0 TOB"1 31,583-35.011 +70.0 410.0 .70.0-110.0 .70.0•710.0 701 410.0+70A 410.0 •70.0 40,0 •70.0 4MO •70.0 -040 6 SWAwd COd.20 2&617.31.682 .70.0 410.0 +701•110.0 711-0•110.0+70.0 410.0 'St.nMldCaea9. 26.611.31.692 70.0 41&0 70.0-1a0 70.0•110.0 Me 110.0'70.0 41D.0 •70.0 410.0 70.0 410.0 70.0 410.0 JAMB EWd4HO 20.517-20510 +701 •110.0 +70.0•110.0+70.0•110.0 +700 410.0 ftla• 20.517.25-076 •7&0•110.0 470.0•Im0 •740•110-0 +70.0-1110 •70.0-110.0 •70.0-110.0 .70.0•1110 +70.0-110.0 PJREROR SASH 40 StandadPOMw (7.617'•20.616 +70.0 410.0 +70.0 410.0+70.0-110.0+70.0 4100 49 SlandaldMA" 17.617.20.510 •70.0 410.0 •70.0•110.0 71X0-110.0 •70.O-110.0 •70.0-110.0 70.0-110-0+70.0 110.0 +TaD-110.0 ('� HEIGHT Qobm8lre 14.517-17315 +70.0•110.0+704 4100 •70.0-110.0+70.0-11&0 oullamout, 14.517.17318 -70.01•110.0 70.0•110.0 .70.0•110.0 •70..0 410.01.70.01-110,01-70.0•1100 .70.0:110.0 70.0 410.0 O.WMSW 12611.14,516 +70.0•110.0+70.0•110.0 .Tao 410.0+tam•110.0 �Cudometn. 12.517.1.919 •70.0-110.0 .lap•710.0 70.0-110.0 70.0 410.0.+70.0 410.0•70.0•"mo •70.0 4140 •70.0-180.0 SECTION DETAIL FOR " shwl.al 11.317-12.516 .70.0 41oA.70.0•110.0+70.0•110.0+70.0•110.0 Ommw.l 11.3/7.12616 •70.0 410.0 +70.0•110.0 70.0•1104 •70.0 410.0-+70.0-110.0 •7ao 110.0 •70.0 81/0.0.70.0 110'0 WINDOWS WITH.. ..- Td®1 " 81.200.37.635 +701 410.0 +70.0 601 +710 •180 +70.0 -00-0 v Wed 33.208-37.638 70.0 410.0 70.0-110.0 70.0-110.0 +70.0-110.0 70.0•110-0 •70.0 4%0 •70.0 413.0 +70.0 no SurdmdOMW 24617-33.207 •70A•1100 +Too-IMO-70,01-110.01-70.0-110.0 $ wandafactl.0• 20.517-33207 +7ao•110.0 +70.0 410.0 •70.0-110.0 70.0•110.0'•70.0-110.0 +70.0•110.0 +70.0 410.0 +70.0•110.0 LEVELM REINFORCEMENT 25 FgW"a. 21517.26.676 +7ao-110-0 •70.0 110.0 +7ao.lime .me 110.0 G Egu241O 21617.28816 70.D 118.0 +70.0 110.0•70.0 410.0 +70.0 410.0.7ao•140.0 .70.0•110.0•70.0-110.0".70.0-1 &GLASS TYPES 9-16 - 49ea GmlamsW 2&617.23.618 •700.110-0 +10,-110.0 470.0-110.0 +70,0-110.0 � 49@5 Custwaa• 20.577.23010 +70.0:x0.0 7o.D 410.0 70.9 410,0 •"e-1fD.D 70.0 410.0 70.0-110.0.7ao,uo.o •70.0•140.0 (REINFORCEMENTS SHOWN • SILL ,E SUfdmdPauw 17.517-20.510 470.0 110.0 •70.0•110.0 470.0 410.0 +70.0 110.0 B slmdamPlOMw x.517.20.516 '.10.0,1ao 70.0-110.0 70.0-110.0 +704.11&0 +70.0,110.0 70.0•110.0 7a.o;110.0 •70.0 ma° INFIGURES ABOVEAPPLY- SS 01870.0.Bna 11617.17.610 70.0 410-0 NO.o-1180 NOo 40.0.0.70.0 0.70.0 Cudamsda 14.617-17811{ •70.0,140.0 +70.0 118.0 740 710.0 •7aD r110.01•7ao-110.0 .7ao 110.0 •7ao.Ilam 470.0.410.0 TO ALL FRAME TYPES& Ont-Ga. 12511.1.516 470.0 aIOD +70.0 410.0 +7ao•110.0 +2.O•1180 Cadam8u4 12517-14.516 +70.0 410.0 +T%O-110.0 •70.0 r11D.D 70.0.140.0 70.0•110.0•7010-110.0 +70.17�f10.e •70.0 41o. CONFIGURATIONS) sh.t.d- 11377-12018 .70A 410A a700 410.0 +7ao 11&0+TOD•110.0 - n ftm 11.377-12.510 Tm.O+10.0+700-110.0 +70.0-110.0 70.0-110.0+70.0•110.0+70.0 410.0 •70.0.110.0 +70.0•110.0 Tdwl 3&617.41.8" +700 1110 +Too•11aO+70.0 41&0 270.0-110.0 T.6®1 30.617-41.544 •740•x0.0 .70.0-110.0 70.0 410.0 •70.0'•110.0 70.0 410.0+7&D-110.0-70.01,110.01-10.014017 o gWd•d C.D.9• 31.617.38.5D 470.0 4110, +70A 410.0 701-1100 740-110.0 �ammUdCadw 31.6x•38.516 70.0 0x0.0'70.0-110.0 70.0-110.0'•700 7110.0 1•TO.0 410.0 70.0•110.0-70.014H.61.7041-103.0 Ew4a. 26.517.31.610 4700-110.0 +70.0-11001-70A•110.0-70-01-1'AOI Egu941• 25.517-31316 +70.0 0110.0 70.0-110.0 76.0 410.0 •70.0-110.9140.0 410.0 +70.0 410.0•70.0 JAOTA 1.70.0-102.4 StadmdPraWw 21517.20.516 +701•110-0 1.70.0 410.0+70.0-110.0 *70.0LSO 3umdardNOW 23.517-26.610. +70.0.110-0 .70.0 410.0 170.0 410.0 470.0 110.0 +70.0 0174•1 0.0 0.0-110.0+7010.0 •7&0-105.2 62 Cwbm 6W 10.517.27.516 470A•110.01+70.0•110.0 470-0 410.0 +70.0-110.0 62 C.El-s2.. 20,5.17-23.510 •70.0-11&0 •70.0 4/10-0 10.0 410.0 •70.0:170.0 1.70.0 410.0+70.0•110.0 10.0•110.0 •70.0•107.0 , Onbm Sha 17.517.24518 .70.0.110.0 +70.0•110.0 .70.0 410.0+70.0•110.0 CudmnsW 17,517-20.510 •70.0•1140 •70.0 410.0 70.0•110.0 .70.0-110.070.0•110.0 70.0 41DA 70.0•x0.0 •70.0-to DAA SIN 14.517.17318 .70.0 4100+70.0-HOA 170.0 410.0 +TmO•11x0 CudmO BW 14.517.17.516 701•110.0 •70.0 410.01-70.0•110.0 70.0-10&0'70.0-102.6 70.0 4100.6 70.0•100.5 +70.0-100.3 - Llntmm"a. i&OIT•IC518 .701 4101) +70.0 410.0 •70.0-110-0 7701•110,0 - co mah. 13017-14.615 •70.0•110.0•70.0 410,01-70.0 100.2 •70.0 400.7 +70.01 67.1 •70.0 614 70.0 44.4 +70.0 -04.4 , SWIM 11001.13015 +7010 410.0 +740•110.0+70.0 4110 +720•1180 ShoMn . 11.884-13018 _•701 Allo .70.0 110.0 1•70.0•1028 •70.0 67.0 +70.0 -013 70.0 60.1 •70.0 -WO +70.0 we - T1■aa1 30.517.41.6" +70A-110.0 70.0 410.0.70.0 4100 +70.0 410.0 Toni 30.517.41.044 +70.0-1%40.7o.D-110.0 +70.0•110.0 .701-110.0 I.701 I 110.0 .70.0-110.0 •70.0-101.6.70.0 195.0 UEq.d-M. 8 36.517.30.510 +70.0 410.0 +70.0•110.0+70.0 41&0 70.0 Moo Q2demal7. 38.517.39316 410.0 110.0 •70.0-110,01.70.0 410.0 .70.0 110-0 -10.01410.0,+10.0 410.0•70.0-101.7 470.0 60.3 . 3651f-34510 +701 4100 470,40.0 70.0-x0.0 470.0 •110.0 Ew"a 35.617-39810 •70.0-110.0 •704•110.0 +70.0-110.0 .70.0-110.0 70.0 410.0 +70.D-110.0 •70.9•1004 •70.0 -no 75e 32517.35.510 0.70.0•110.0 470.0 Moo •70.0-110.0 +70.0•110.0 76 Cudom Stec 22617-35.81 •70.0-110.0 •70.0 410.0 •10.0 410.0 70.0 41D.0 •70.0•110.0 •70.0 110.0 10.0-100.7 •70.0 612 Odew 20.517.92.610 210-0-11&0 470.0-110.0+70.0-110.0 •70.0•110.0- . -`8W.W Pla"77" 22.517-32010 10.0.110.0 10.0=110.0 0.70.0•110.0 NOA 410-0 70.0 110-0+70.0•109.0-10.0-1016-•70.0--00.1• 2&617.29310 170.0 41&0 470.0•110.0 7&0•110.0 •70.0•110.0 Cudmn8h4 20.617-20615 •70.0-110.0 +70.0-110.0 70.0-107.9 70.0-W 2.4 +70.0 -00.8 •70.0 -064 70.9 88.4 •70.0 45.4 1 26516.24618 +70.0 410.0 +70.0•110.0 +70.0•110.0 .7ao 4100 shft.1 25616-20810 •70.0•110.0 Tao 410.0 70.0-104.0 70.0 49.1 7D.0 45.4 +70.0 -92A +718.0 -0.4_ 3-0517.41.0" 470.0 410.0 470.0-1110 +70.0-110.0 +70.0 410.0 W". 38.517-41044 .70.0-1140 70.0 4x0.0 •700 410.11 70.0-110.0 +70.0•110.0 +70.0-109.6 470.0 68.7 +740 61.1 44W 35.517.96.610 +70.0•110.0 •TOA-1140 0.70.0-110.0 740-110.0 64 cWomBW 36617.30.616 +70.D•110-0 •70.0 410.0+70.0 407.9 •70.0-1021 X70.0 -900 70.0 60.1 •70.0 -0&4 •700 816 Mw 33.816.95.618-470,0-110.0 +70.0•110-0 +TOA-110.0 +70.0-110.0 -_ ., 81.ndxOPtaf4w- 70.91.35.515 +70.0-110.0 70.0-110.0 70.0 4028 •70.0 -07.0,+70.0 613 70.8 60.1 •70.0 -004 740 -00.0 -- - __-- -- -- __--- -_.A proved e1)20.18 IYlag 10776%10.--"-"_ _--- 91.78 ?OM 4IA44 -MO-10.0 +700•1100-?(to-10.0+180•x0.0 01.79 Ta"I 41344 7aa•11.0+7ao•7180+70.0-102.6 •TO.O 191.0 •70.0 413 Nao 60.1 470.0 60.0 470-0 -00.0 - Ptmld3 mi iDp Ode - SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. � _ pnla� �' Dl 7 - Rdvtsed W. DOW Ravlelon: (VOA6- ``\��``�V LYNN ��.�,�' 1.11 a 117 a toped ea�T N�1. . .FM� ` EN3 GReNeed BY: Gate: Rev7■bn: Y. `Ar' No.GB%05 K NOTES: ... .7 _ ® DeaedPt7nn: J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .v •'� � I$ _ DESIGN PRESSURE TABLE T TEE 1670 TECHNOLOGY DRIVE 1166: Date., 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '••,"WRIOP.•'G�:� N.VENICE, FL 34276 SINGLE HUNG VVINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN YS1s/()N��-F�.`� (041)-480-1600 rudea/Moddh Scale: SIr6N: DrD97ng 66. Rev: ON THE TABLE. /(!LNNNJNLLEk�P.E. SH-5500 NTS 7 OF 13 9 MD-SH5500-01 P.E.68S7Ss CERL OF AUTH. 120296 :Dfl000flQflDflflOCflflflflflQ©©©©©©©flC©©ODD©flfl©©D�QD©©DDD©CCC�9• . 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