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HomeMy WebLinkAboutNOASCANNED MIAMI•DADE BY St. Lucie County • DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION PGT Industries, Inc. 1070 Technology Drive LYorth Venice, FL 3427, SCOPE: ED JUN 13 2018 MIAAII-DADS COUNTY PRODI CT CONTROL SECTION unty, Permittinli 05 SW 26 Street, Room 208 5-2590 F (786) K5-2599 w .miamidade.eov/economy SCANNED BY St. Lucie County 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 AHD (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. 1 DESCRIPTION: Series "SH-5500" PVC Single Hung Window —L.M.I. 1 APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product 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. 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 revises NOAN 16-0714.03 and 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. NOA No. 17-0630.05 MIAMI-0ADE COUNTY Expiration Date: July 30, 2020 "12D�1 Approval Date: November 30, 2017 / Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXT711 spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. 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) 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, 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-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 3. 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 Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t1 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Minuelf-ere4P.E. Product ControtEx finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS lcoN-rm-uEDI 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTm-uED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 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. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28118. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16120. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5ch Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, 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. (Submitted under NOA No. 15-0519.05) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) • Y:1 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and firing on 07/30/20. Man Pere P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 AEXAMPLEE FMR ,L 2&118'MAX. D.C. 21-51T �i RADLUS-TOP ' \ 54'MAX.BUCKWIDTH MAX. O.C. HEADER (SIM.. 12- MAX. FROM J. 13'MAX. WNWW TTYPESI F SEAM B,SEE —IMM. O.C. ,(f / sHEET3 B. SVISIBLEEE 30•MAX. O.C. SHEET r FIXED 12 MAX' / SHEET12'Mglf. 3 ter_ LIGHT WIDTH J— B, SEE ��- 30' MAX. O.C. A. ASHEET 3� I 12 MAX FIXED SHEET3 _ T / 1]-T O.C. ESP SPACED TL GIHTE 1]-]IB'MA%.O.C. S EET3 I / EOUALY / EQUPA ALLED / �_ AXCHCRS ER / HEIGHT J— 81.IB' BPACE01 / ANCHOASPER 1 TABLES &" 0 G / 6AI1C1( ANT�L 4R G —r MAX �— HEIGHT I— X ^ IS, MAX O.C. HEIGHT x 4BUM 10'M4X•. O.C. E EDVALLY 10-J/; MM. D.C. FDUPIIY SASH13-W4'MAX. O.G EQUALLY/SPACED �SPACED VISIBLE _�_ BRACERANCHORS PER ANCHORS PER LIGHT ANTASUS711 TABLES 9-11� TABLES311 HEIGHT AlTABLE50.11 11 Al l &Pl MAX. yMAx.FaaM FRAME SEAM 0 SEE �- SHEET4 �2'MAX GSEE SHEET4� _ 2 MAY. 10•MA%.10.4 BUCK J—� HEIGHT I&S14' MAX. O.C. 1 --�i I- SEE 11 r SHEETS i 0&B DESIGN PRESSURE RATING T IMPACTRATING- VARIESPERREINFORCEMENT LEVEL. SEE SHEETS 6T LARGEBBMALL MISSILE IMPACTflE515TAM 52-1I8'MAX.BUCKWIOTH SEESHEETS B68 —T� 01 I,I I I I I / XI 4 1-114- 1. BUCK HEIGHT AS SHOWN (91.m MAX) B 5NOMANCBUCK � B� MMORS AT SKI. B 54°MAX.RUCK WIDTH +{NOTCH SEE SILL WEEP DETAILS. Dom- —� 1114 —�{ SEE SILL WEEP NDiCH DETAh' WIDTH �NOTCHDETAILS, SHEET3 ` -NOTCH DETAILS, j'�D� TROTH SHEET3 SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHEEi4 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOMC)TTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN T5'HEIGHI SRe ABLE54-II LSMKMANCHOR DIMENSIONS FOR OTHER CONFIWRATIONSJ 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WING -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONSABOVE 311 IN THE HVHZ, THEI1UIBDAHUUmLr+N'1mw1 emreneu. 3) FOR MASONRY APPLICATIONS IN MWMI-OME COUNTY, USE ONLY MIMIDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I-IM THICK ME TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIREMYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-in' THICK OR GREATER. 1%AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EON) OR ARCHITECT OF RECORD.(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN. EMBEDMENT. NO. ANCHORS SHOULD BE SEALED. OVERALL SEJUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND ME SCOPE OF THESE INSTRUCTIONS, 8) M4• MAX. SHIMS ME REWIRED AT EACH ANCHOR LOCATION MERE Me PRODUCT IS NOT FLUSH To ME SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. T) DESIGN PRESSURES: A. NEGATNE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. A PmSrnw DFRIDN I GADS RASED ON WATER TEST PRESSURE. STRUCTURAL A CYCLE TESTING AND GLASS PER ASTM E1300. GENERALNOTES............. - ...... ...... ...... ...... .._ 1 ELEVATIONS..................... ........... -..--.-.......... 1 FRAME, GUSS 5 ANCHOR OPTIONS- ..._..._.-2 INSTALLATION. FLANGE B EQUAL LEGBOX..... 3 INSTALLATION. INTEGRAL FIN &J4:HANNELL 4 GLAZING DETAILS.- ...... - ........... ...._-........... 5 DESIGNPRESSURES........ . ...... ..---- ...- &T ANCHOR QUANTITIES ............-..... —.._......--- S-10 EXTRUSION PROFILES ....................................... 11 ACSFMRLY A PARTS LIST., ....... 12-13 C. DESIGN LOADS ME BASED ON ALLOWABLE 5Mh55 UEIR .ASV. -- 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3&1n% STRESS INCREASE HAS NOT BEEN eMTM MOMS USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR ME EVALUADON OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER eANS(W&PA NDS-2015 FOR WOOD CONSTRUCTION E IREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. :ALUMINUM DESIGN MANUAL,ADM-2015 DISSIMIIM MATERIALS SHALL MEET TIMER OV 9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANI 10) REFERENCES: TEST REPORTS FTL-7904 & TESS: ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA: E SHADES OF CAP COATED PVC EXTRUSION NONS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&P 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. . USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE T. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION MD SIZE, DETERMINE YOUR WNOOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFYTHE ANCHORISUBSTRATE WLLMEETREOUIREMENTSFOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ME MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE GAME PROCESS FOR ALL FRAME TYPES (J4:HANNEL, FLANGE. INTEGRAL FIN OR EQUAL LEGIBOX). AUTHOR HAVING JURISDICTION. I PROFILER, LTD WHITE & BRONM.IGHTER *, No. SB705 A. I7- RyUPDATED TO FBC 2017. - JR . 06/06/17 D. n u l_ PRODUCTRGWBFD vuPmMnaBm+W UR FBA'Nn lnm&code AaeMnnmw l%- O•QVLI: r ' Dae Dr Mivmi edef4udun 10"ro TEg1NOLOGY DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI N. VENICE. FLS S W.! (941)4SG18G0 RIM: SINGLE HUNG WINDOW INSTALLATION -LAN 05/15/15 cmrRaxrolNT vGf F41V9:me6nc. SH- SMo5500 TISealTS 1 OF 13 ¢ SMee: DM '. Per: SH--SHNo5500-01 B Glace Tpq ^� Desedption(Ustedfrom Extedorto Interior) Deal, Pressure Table 1 Sheets 5 71T Laminated I.G.: 11W A Exterior Cap +711B•Air Space +SHV Laminated; (2)Likes of Ile A Glees Wth.090' PVB Intedayer 4,5 6 VW Laminated l.G.:110•TExterior Cap +7/1V Air Space +511V Laminated; (2) Liles of lJW A Glass with.090' PVB, Intedayer 46 6 7 71W Laminated l.O.:3116'AExterior Cep+31F Air Space+VlW Laminated; (2) Utes of 118' A Glass vAIn .Im. PVB Intedayer 46 6 TJW Laminated 113116- T Exterior Cap +VV Air Space +6118•Laminated;(2) Lips of 11W A Glass Wth.090-PVB Intedayer 4,6 6 9 TIT Laminated LG.: VV A Exterior Cap +7/16' Air Space+ 5116' Laminated; R) Ules of 11W H Glow with .09U' SG Intedayer 7 7 10 7/8•Laminated l.G.: 11W TEaster Cap +7118'Air Space+5/i6•Lunrimod;(2)Was of 118• H Glees wfh.090• SO lotedayor 7 7 11 71W Laminated I.G.: WIV A Exterior Cap+ 318' At, Specs+ 6116' Laminated; (2) Utse of 1/3' H Glass with .090' SG Intedayer 7 7 12 71W Laminated l,G.:3/18'TEIsfior Cap+SAW Air Space+ 5116' Lamineted;(2)Utes of iV H Glace Win .NT SG Intedayer, 7 7 13 71T Laminated l.G.:1/B"A Exterior Cep+511W Alr Spece+7/15'Laminated;R)U%. o13HW A GI... with .WR SG lmedayar 8 1 14 T/8'Leminatatl l.G.: 1W TExmrhrCsp+VIW Alr Space+7/la•l,aminated;l2)Ldes olVIV A Glass Mth.09m SO Intedayer 8 7 i6 718•Laminaladl.G.:3116'A Exterior Cap +Na, Air Space +7/16-Lamlrated;(2)Lane ef311B' A Gloss Will 50 Intedayer 7 7 18 71W Laminated l.G.: 3/19' T Extador Cap+ 1/4-Air Space+7116• Laminated: (2)Utee.13116' A Glass wffh.alm-SG lnleriayer 7 7 Group Anchor Substrata Min. Edge Distance Min. EmbadmenC p y110 SMS (steel, 188 S.S. Del' 1S.) P.T. Soumem Pine (SG=0.55) 7/18' 1318' ' Steel, Am - 3/e" 0.050' Steel Stud, A653 Gr. 33' 3/B' CO451- (18 Ga.) Aluminum, 0053-TV 3/8• 0.050' WIG' steel Lineman P.T. Southern Pine (313=0.55) 7/15" 1-3/8' Concrete (min, 2.85 ksi) 1' 1-3/S' Ungrouted CMU, (ASTM 090) 2-112e 1-1/4- yt12 SMS (steel, 1" S.S. stall)S.S.)g P.T. So them Pine (SGU.55) 9/18• 13/8' Steel, A35' 3/8• 0.050" 51ae1 Stu ,, A653 Go. 3W 318• 0.0451' (18 Ga.) Aluminum, 808&T5' 3/8• 0.083• 1/4' steel Ultmcon P.T. Southern Pine (SG=0.65) 1' 13/81 1/4' steel Cret dex P.T. SOUthem Pine (SG=0.55) 1' 13/8' 114' ideal Aggro-Gator P.T. Southern Pine (SG=0.55) 1' 13/a' C 1/4' creel Ulirocon Concrete (min. 2.85 ksl) 1' 13/4- Un rauded CMU, (AS7M C-90) 2-11V 1-1/4"1/4'steel as Ul"... ncreta(own. 2.66 9s1) 2-1/2' 13/4 0 1/4' sleelCreteOax Conem Ungrouted CIA U,(ASTM C-90) 2-1/2' 1-1/4• 1/4'steel Aggrel9elar Concrete min. 3.276 ks1 GrouleO CMU, (Ad I C-90) 2 1 2' Group Anchor bstrat2(SG=.0) Min. Edge in. Ede DIs Mtn. Fm Min. etimenr E 2412 x .131' Common Nall rn Pine 3/8' 2d/16' 2-112' Rhgahel@ Raping Nailrn Pine 318, 2-7/16' #10 THIS- SMSum, (steel, 1" S.S. a 410 &S.)F Pine VA15mlnu., 1/2' 1318" 60 318' 0.050' IW, O WB' 0.0451- (18 Ga.) el, A33'B' 0.050' 012SMS (steel, 183 S.S. as 410 S.S.) rn Pine 9/16• 13/B• um 6053-T5' 3f5' GOOF Sleet Stud, Gr. 33' 3/B' O'050" Steel, ASS' 3" 0.050' 9 GLASS TYPES 5, 7, 9,11. ' & 15 MAY NOT BE USED I13 N . THE HVHZ ABOVE 30'. 3 THHREADREAD S BEYOND THE METAL SUBSTRATE. VNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CPU APPLICATIONS. -31 Frarrre TO.. (sea Rti B) Glass Options (see Table 1) Frome Conags (see Flg A) Frame Shop.. (see F19 C) Installeton Options that may be used Flange (tit) 5-to Equal -We, Ovid/ProNew & Cottage SquarelRecL, ArI& Re us -Top Through Ne hems p(the Window.-^... ....into 2X Wood Frome/Suckelrip-sheet 3, option 1 I....Into Conand CMU -sheet 3, option 2 _.-.ihrou9h lXBucksidp Into Conambe CMU-sheet 3, option ....into Melel -shed 3, option 4 Boa / EqualI (141) 5-16 Equal-lHe, OddlPmdew & Cottage Sq'ume/Recta, An,bI& Radius -Top Thmugh the same of the wral......th.,h ....Into 2X Wood Fromd ,mla rip -sheet 3, option 1 ....Into Cormhad )CMU -sheet 3, option 2 1X B..kstdp into ConcmtelCMU- sheet 3, apt.3 ....Into Metal -sheet 3, option 4 JChennel Equ014ite, Omiew & College Ibtt Square/Red., Amh-Top& Radius -Top Through the Infegrel ten...... ....into 2X Waad FromerBuckeMp-Sheet 4, oPit.5 ....Iola Metal -sheet 4,aWon7 Thmugh the hame of the window...... .... Into 2XWood Fmmelaucketdp- sped 4, option ....inie Mdel - shed 4, option htepml Fln (p3) 9-B Equd-Ute, Old/Pm4ew It Cottage Squero/Rect, Amh-Top& RadlUI Through the integral ten...... ....into 2XWaad Fmme'Bucksidp- airport 4, oH10n5 ....Into Metal - sheaf 4, option 7 _ Through the from of the window. -.......Into .... into 2X Woad FremelBucketdp- short 4, oPticn6 Metal - sheet 4, option 8 P - H/ EQUAL -CITE OPIEL COTTAGE - {BUCK WIDTH --j BUCKWIDTH---+{BUCKIMOTHI�- - _ mor in 1REGTANGDIAR � RADIUS -TOP � � ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS &10. TYPFC O O J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Materiel Min. Fr Min. Fu Steel Screw 92 ke1 120 kN 108S..e 60 ksi 95 kid 410 Saw Boost 110 list Elco Agim-GdmO 57 out 96 kd Elco UltmConO 410 SS Bice CnleFlax® 165 kol 127.4 kit 177 WI 11197 all 6063.15 Aluminum 151al 221o1 935 S1.01 36 kel 6B ksi Or. 33 Steel 51. a3.0 45 kd ANCHORS RE -GROUPED. - JR - 06/06/17 'A'=ANNEALED 'W . HEAT STRENGTHENED T=TEMPERED -PVB' =.090- TROSIFOL® PVB BY KURARAY AMERICA. INC. -SG-- .090-SENTRYGLASO INTERLAYER BY KURARAY AMERICAiNC. PRODUCTREVISBD ,nra I nid, d:e Fiord. U'Addin3 Cod, nT an Daaa epda,l cmmay THREADS THREADS BEYONDTHE SUBSTRATE. �91 / 'Z']_ = 1 •' 6 O ,7 �� i�T' TEO yyy- 'i, F`S•• ORIOP`_`GN�� 'll/S,ON11AL1 1`"\x� LYN/IMILLER, P.E ® GLASS/ANCHORS/FRAME OPTIONS worm ar J ROSOWSKI tOVITECHNOLOGYDRIVE N.VENICE,FL34275 (861HSIS-l8pro one: SINGLE HUNG WINDOW INSTALLATION -LM PaM1: 05/15/15 N .In oNED5edsa/No4x: AU.A. __. SH-5500 Sears: NTS 3aeee 2 OF 13 Perin, rut. MD-SH5500-01 Psi, B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETNCMU. OPTION EDGE DISTANCE SEE NOTE 2. THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD 1/P MAX SHIM 16 114-MAXSHIMI-�— FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. O EMBEDMENT T SASH E 1] EDGE j EDGE pL� 1B LIGHT WIDTIDTH pISTANCE FLANGE FRAME �1 DISTANCE SHOWN jL -- 44 BALANCE V4'MA% TWITH SASH - - TYP. ANCHOR TTP.ANCHOR TOP E, 42 WITH SABH TYPE. SHIM � EMBEDMENT TYP. ANCHOR TYPE. EMBEDMEN EDC WEIGHT 54 2 EDGE 30 ANDEDGE PER EMBEDMENT AND EDGE DISTANCE PER 31 B 0 DISTANCE PER SUBSTRATE, SUBSTRATE EDGP SUBSSTRATE.TRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2. SHEET 2."' E�XTF4 ERIOR \ ;' DIBTANCE SEE TABLE` -' '1— 18 V 8] I_1\V\ SHEET2. f FIXED VISIBLE FIXED 20�UIFFRMSH TOP LIGHT WIDTHSIBLE UFTRAIL FLANGE ELIGHT FRAME IFG.EFORALLWINOOWS: NOTES: BROWN TBULKYMOTH FRAMEOX HEIGHT IANCHOR(d 3.55' HORIZONTAL SECTION A -A SHOWN. Tf, FROM END AND AT BUB E ONL APPROPNATE 21 CENTER. BUCK HEIGHT EXTERIOR VISIBLE LIGHT HEIGHT Don 96 L 18 USE EITHER 65 LATCH OR (2)1' 81 30 64 BOTTOM LOCK. INTERIOR 31 TESTED UNIT WEEP LOCATION: 63/8' NOTCHES AT Ann _ n FROM SASH END. EQUAL-LEGRIOXE FRAME SHOWN OO❑�1/4 MAX SHIM X 1.25' WEEPHOLE NOANCHORS REQUIRED IN WA;o-Ra 39 a FLANGEOR 2.0T FROM EQUAL -LEG EACH END. _ _ FRAME SILLS VERTICAL SECTION B-B ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN i-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12'THICK OR GREATER. IX AND D( 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 LIGHTWIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH SASH: BUCK WIDTH -6-i2' Q FIXED LITE: BUCK LMDTH-4LVW HEIGHT EQUAL-LITE) BUCK HEIGHT2 - 3-15/I6- DADE 114' MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 1,FDIC COMPMANTALUMINUMAS EEL FRAMING OR STEEL STUD )RIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. #10 OR 412 STEEJFMME 1/4'MAX SELF-DRILLINGSHIMEMS(05), SEE TABLE 2, SHEET2. ,E,KTERIOR n INSTALLATION V OPTION 4 ANCHORED THROUGH FRAME INTO METAL * 1 No. 58705 u 1j 6' 10TOTECHNOLOGYURIVE Si TE OF I 4- N. VENICE FL 342T6 (9C1H48MWI0 PWIM5 wiswe. uLPloNfene6EmtD A. LYNNMILLER. PE. P.E p 511705 RICERT. OF AU.#=N & EQUAL-LEG/BOX FRAMES J ROSOWSKI Dab: HUNG WINDOW INSTALLATION - LM 05/15/15 Scnle: SAeet Omdn4 No. 2 500 NTS 3 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGHINTEGRAL I-- EMBEDMENT FIN INT02X WOOD FRAJJE OR BUCK- STRIP. BEE NOTE 2.THI5 EDGE DISTANCE INSTALLATION OPTION 6 11 ANCHOREO THROUGH FRAME IM02X WOOD FRAME O SEE EMBEDMENT NOTEHIS SHEET. 114-MAXSHIM SHEET. iYP.ENCHORTYPE. JCHANNEL EMBEDMENT SUBSTRATE DISTANCE PER ABLE 2. S T 2. SHOWN II II Ti SEE TABLE 2. SHEET2. JJJ (SCREW SHOWN) FIXED VISIBLE UOff HEIGHT Duch HEIGHT 5D as 3D EXTERIOR a OPT. 88 2) r B1 C INTERIOR WEEP NOTCHESAT 80 EACH END. 7 INTEGRAL FIN FRAME SHOWN Yr X 1.25- WEEPHOLE WICOVER G 2Br 38 FROMFACHEND. TYP.ANCHORTYPE. EMBEDMEMANDEDGE EDGE DISTANCE ILRYp EMBEDCHORTYPE. EMBEOME Q ATE, PER SUBSTRATE. BEE TABLE 3,SHEET 2. SEETADISTANCEPEfl HEET2. 19 (NAIL SHOWN) 19 20 OPT. SASH TOP 0 JH HANNEL LIFT RAIL FRAME FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR G 3.SS I 49 48 FROM END AND AT 1)USE ONLY 21 CENTER SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS USTED ON TABLES 2 & 3 O OVER 3T WIOE: OF SHEET 2. FOLLOW EMBEOMENT ADD ANDEDGEDISTANCENSHOS.ANY SCREM01641L SCREEN GI6JIB' SHOWN MAY 45 46 47 35 FROM END BE USED ON ANY BIDE OF THE BE D ON ANY SIDE WITH FOTTOM WINDOW. LOCK O BOTTOM LOCKS 16 ACREWS; IONAL ORSWWBE BCREMJSGD316' USED INTOWOO ASPERT TABLE 2. OOD �— FROM END. SLES SHEET 2.A L BUCKS THAN 1.1rTHICK0E TOBLEBB THAN 1.11ED BE RETOTI BASH CONSIDERED IX N LBIBLE I IX WO00 BUCKS ARE OPTIONAL IF SUCKS LIGHT UNITT INSTALLED DIRECTLYTO (EIGHT USE EITHER SUBSTRATE. WOOD BUCKS 18 DEPICTED TARE 2X BUCKS OR GREATER. O LOCK(SOM 3). LOSTED Es ENUSED) HAND LBE DE IGN ED WHEN SHALL BE 30 83 U IT TO PERLY TRANSFER LOADS LOCATONNIT LOCATION:END URE.WOD BUCK THE STRUCTURE. TO THE FROM SASH END. AND INSTALLATION THE IITY II OF HEENGINEE RESPONSIBILITY OF THE ENGINEER RESPONSIBILITY NO MICHORS OR ARCHITECT OF RECORD. 1lllll REOVIREO IN FRAME SILLSIF ANLHORING MSISLE LIGHT OR HEIGHT THROUGH FRAME. TOES DAYLIGHT OPENING FROM PENIN )ISMEA OPENING) 114'MAX TOMADING.SURE BEADING TO BEADING. SEE TABLE 3. SHEET 2. — EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO M WOOD FRAME OR BUCK - STRIP. SEE NOTE 2. THIS SHEET. VISIBLE LIGHT FORMULAS WIDTH GSASH: BUCK WIDTH - (HIM I G FIXED ME: BUCK W MH-43 HEIGHT IEDUAL{RE) BUCKHEIGHT2-3-15116' SASH EXTE RIOR FIXEDNSIIIE LIGHT WIDTH 1I4' MAX SHIM INTEGRALFIN FRAMESHOWN * No.58705 "�llllllll A. LYNN MItLEP P E 15B7K INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. /1 114'MMSHIM Imo— EDGE DISTANCE 111111ilm TYP.ANCHORTYPE, INTEGRAL EMBEDMENTANDEOGE FIN DISTANCE PER SUBSTR FRAME SEE TABLE 3, SHEET 2. SHOWN (NNLSHOWN) BUCK WIDTH �1 HORIZONTAL SECTION C-C GAGE APPROVED MULUON, FBC COMPLIANT ALUMINUMGTEEL FRM MAY BE VERTICAL OR HORIZOMAL SEE SUBSTRATE PROPERTIES T 010 OR#12 STEEL L..� llvM . SELF-ORILLING ~ SHIM SMB(G5), SEE I ❑ TABLES 2 & 3, ❑Irk SHEET2. o ilFINANDIOR FLANGE REMOVED IN -FIELD -FIXED ISTALLATION EXTERIOR INSTALLATION OPTION 7 V OPTION B :HOREDTHROUGH PNCHORED THROUGH FRAME INTO METAL RAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) 1070TELHNOUMYDRPAB J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI N. VENICE. FLS4 5 O'te: 1941}461HI500 n5> crexp0lnemn SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 PaiINIUTRFe. vIG yKev�MeJeE Sco'e: SM1ee dmlrq Na Rer' "T.OFAMD"® SH-5500 NTS 4 OF 13 MD-SH550O-01 B CERT.OFAUD1. i282Be 7M-NOM. ]10'NOM. �+— —�{ 7/6•7/6•NOM. -� —�- ]rB'NOM. 1-•- 5/16" A/A PVB 5116" A/A PVB W6° NA PVI3 I 5/16A!A PVB 5/16" wH SG 7/18"AIRSPACE 7/16^AIRSPACE 3/8'NR SPACE 3/8•AIR SPACE 7/16"AIRSPACE 1/8' A_ GLASS 1/8' T GLASS 3116' A GLASS 3/16' T GLASS 1/8' A GLASS aEXTERIOR aEXTERIOR aEMERIOR aEXTERIOR aEXTEPJOR i6i0 ibR TB-iB ]6N I&R GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �{ 7/8'NOM. I� —^ ]/B'NOM. I� AB'AgM. +{ 7R'NOM. ]/B'NOM. �- VA 5/16'HM SG 5/161,HM SG I 5116"H/H SG I 7/16'A/A SG 7110-AA SG 7/16"AIRSPACE 3/6'AIR SPACE 3/8"AIRSPACE 5116"AIRSPACE— 5116"AIRSPACE 1/8" T GLASS 3/16" A_ GLASS 3/16" T GLASS 1/8' A GLASS 1/8" T GLASS a EXTERIOR aEXTERIOR < E3 ERIOR aEXTERIOR EXTERIOR igry IbiO )640 • iBdO i&]0 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 'NO 'NO 1� 7116^NA SG I 7/16"NASc I I P us6TWES9THR000n 1/4'NR SPACE 7/4'AIR SPACE NOMOLASS G HE TYP. ' 16 MAY NOT BE USED 3/16"AGLASS 3/16"TGLASS WITH kCHANNEL OR • INTEGRALFINFRAMES aEMERIOR < P EIFUOR '� THEN NOT 31Y.OIN S .� THE HVHL ABOVE 30'. vsRComUCT REVISED GLASS TYPE 15 GLASS TYPE 16 Dlromw17. o B:nMivB Cade „l Ilu urri n...mNnw Nn/�- O. /1 ReNabn, rnon Dam 1 P�1•;.: LICENsp'.!(F � Miu I nneProduCl ^ *: No. 56]G5 •� GtA21N ANNEALED Es: q•epNNEALED _ OaaeHDBen: TYP. GLAZING DETAIL •H•=HEars7RENGTHENED =A 72 I • Z w GYORIVE GLAZING DETAILS J ROSOWSKI T=TEMPERED ® }�T'. ST IE OF (O��275 Wb• — -PVS-=A90'TROSIFOL PVBBYMRARAYAMERICAINC. (n '•. P[ORIDP,.: 2 Tfls: 'SO'=.000'SENTRYGLAS9BY INRARAY AMERICA, INC. �i SSA •. �G�`� PmR SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 FOR LA611NATED GLALNG COMPONENTS, SEE TABLE I, SHEET 2. 'hiONALIEpA.Dc Sm1aa/YCdeF. SCAB: SNae Om+N9 No. Rv.: 0. LYNNNELER PE "�"�' SH-5500 NTS5OF13 MD-SH5500-01 BP.EA SB]65 H. M29296 ABLE 4: Tr!'Tr Dn4n Pm3sum. wwe e,al&r +AS00 W lnC level RI Foes Wgwteeen ehw SEE TABLE B, SHEET D FOR ANCHOR GROUP AND QUANTITY. SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL Ri REINFORCEMENT & GLASS TYPES 5, 8, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ]) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SITES NOT SHOWN, ROUND UP TO THE NEXT AVAILABIE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 24 uw1Yh. eebn enn MYnboMn D Y+mAw wDHYJO iAep,p Design Preuura,ft e a lox am says +u,w $(RASE CMIp 1151].1QBN •000 -1A0 •m.0 1.EpaHlle 135St.1( N +I.0 -MO •m.0 �ro.0 6YMNROMn II.S]1.11.59E •DSO -MO •Il0 'Ol ]Ybel b.517.352m +e30 -1A0 •640 a0.0 61edNCdlp m.F51.11310 -1. .700 M40 .10 T.T! EpaYb 1).m].IleSF •e10 -:AO •8i0 .MO 6btlsDPMex 14M]�1]318 +a10 .100 WO iA0 6MMw1 11AR�Hb1Q • MSO -]0.0 !].SeJ.]I BII M60 .TAD �-stze m51]�Z).5m • 1A0 WO -NO 6WWECMp A1l.9.Ol..11 • EOWJIn R10 5 HSO �m0 MO +mA . Bb,YSEPmIex 11311.b510 •mA .N,.RO pakm6h. 11.1)b15 •510 �m0 •mA .)0.0 ,1st II.b1�HA18 KS .A.O •m.0 >I.%].%All MS .NO •mA -]0.0 BIWNGnpf 'A51).31SY MSO •mA -1A0 Epv111M1 m511�m51p •00,.�mO RASA .]AO N BWNeVmlen ASx MSO -RO •mA -]a0 W bm 6Ye a •eSD .m.0 •mA BM1MeIe 11.1711E.515 •830 -70.0 •mA 'O0 p TIIY •510 �ro.D HSA a00 2Y SItlWOCtllgf MOR-OO.6Y m.5n-a]0] +eso .m.0 •xn aoD -y Ea•I+u. m5n.mbx wa0 .ro.D •Mn aoo [ aM1maY. Asli.a m9 M50 •MA �m0 xws 3i1 elwwmw.. n.Mr.m Sx •ezo ." �mo •mA -ioD b„ahe usl].1n •mn aoa wmm8h. asn.lem5l •m0 .m0 BMrlwl I1}11.1].516 •950 .10.0 •MD -AO itl61 •eQ0 0 RASA DO SINYC WIry O101" .m0 .A.O •Mn ]AO 0 EpsIPM1 .111..1515 A511-XOlO"I, +m0 ✓U, -iA0 9bdmtlPMwr m511.m.lx +550 -K.. -m.0 RASA -N0 bm8he ll.b.lf5 •55A .RO C mn She 1).511-9.515 •mA .NO •MA .IOO Gnbm Me 1151).1]519 +aSO -AO •mA 2a1 wmmsh. M.51e wsD -00.0 ai. 6lvlen v1 m ws0 .100 •MA ae. I rake m.W ln.W w4lo .a£O .10,0 .mA .iaD O a5nm .ffie w50 ao.0 •Mn aO.O swan B'. Msn.msle At.aD.D rs DYlomsa. v.misele .M.a -mo .mA -]oD sYwNPmbx .Sle ws0 .m0 WA pvmmsh. 91-1 MA Z .51e w5 0 .mO .MA "0 m] 15510.ID Me MSO .10.0 •mA M5 EpaIsu Sa011..011 •810 aao .Ma aAO M mmm she ssen.mlle .esD .mD .mA aal BIMetl P,Wv: Ae1e.M51e MSO -10.0 •mA d9.5 ptn ]tlkn new +mo .mo .mA ae.! * No. M705 V %AO��., ST TEO %FS'.RORIOP.• 61'ONAL IE A. LYNN MILLER, P.E.4587M Alewrype Aise Devlyn Prevvun,2u11] +BSA pinl nwl w ,0.0 Fwm HnAe v4 mevhaf SEE TABLE 10, 5HEET N FUK ANCHOR GROUP AND QUANTITY. }�%}I EaIEn JAMB R V SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 6 7 & 8 _ (REINFORCEMENTS SHOWN IN FIGURES ABOVE ' APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 1`RCIDUC4 RFVIILD mmplYivg wi1R Uw F'IntWx. Duilp Code IPlEnon � .05 NA E Pirn' Da1c �L FMebn: BY M'ami OdnPIEdMY paeHAEenDwm BA: 10707ECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI N.VENICE.FL34T76 (S41}480.1600 M.- Dah: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 osM] rSfOiwAmAlassmm swxyuYda 5wb: sw.E OmYNp No. ceRr. oFauTH.lrJezeB SH-5500 NTS 6 OF 13 MD-SH5500-Ot B F60Eu bLtl•MI ] pYMb,bjml nmP6M3J» 1WIe8bn BanlVya IW PI ➢]3 EOJM• 114• AD BWCee IUIM1 15Al EM4L I1.eY.In31 OYr,Q,' Illl] i•LI Aell-ME SYMeO fAM A]59-a61 EyiN. I131J-IT 6YN.J P.1!61L 1]e1 6FNf1 11.]T-Ilel TNeI n.W1-aW ]0.51I-P.N ewwcono a5n-ur EW.IE1. a]li-AS' BVtlNReY. IJ.SIr-a3' CobnBle. Ia511.11A' Yawl 11.41.1ae tl � IW ]I.R]-Ap Y S aII EwYM Do.l.T.B Retr-AS SIaWJPmWI 1J.elJ'a3 mVz 1.11] _. a'n.m.ns ISSn-ue ]bn {t 0� Trl a➢W.]l.e BWVYJU31p R31J.9.➢ EyY1N ]lelJ�aS peplleh. Moll-a5 i>' BYtl.JRu1•. dnmeh. n.ell.a6 I151J-1]5 ybm5h. I1e41-1•] 6NW u.mnla N a511.•I.e 6WNGC.p ]1.511-E] Ewtl]. a5n-31A eu.e.armY. a5n-u] mm01z. IDSII.R.: MOpn Bv. 11 Sn-A.f a.W1IeQl Tev-n.e Qebn Sn. 1101I-I1: m TM Ttlel O.Ymele Moll -a! EOaIEI. unr.a: mlmeh. r.a: 9nrvb01VmY,r Men -se WM]C. a5n-ae Yw.l Y Egat]Y =51e-a! 5I7-411 ..ft. a5n-a! eul PrpYi. aele.u.l el.le T. nQn SEE TABLE •• MIN. SASH 11. SHEET 10 FOR MCI HEIGHT = WINDOW SU DWO I'MIUM, WI^ �m1H• nv1Y.•rY Rile! 8 Omemvun p pab IQe D... INOg80Wn 9eaMYo1 IWIP ON d.qn P.-lh•T➢ nMe�alVg40 ]! •0 Y 53t9 Y 9J EwH• 11]1 •J00 I .1 -,,&a .1. •10..111. •.. -1140 •Iae -110.0 • In0 611tlm L00•!• 13. o1I. 16A7e -JAO -1fe.0 •]AO -,,co ft. •)a0 •]Oe -ffae -Ja0 -IInO •1e.0 -If00 •fA0 n10.0 •RO -n00 !! EWM. 11.93-1•!le •]B.0 -110.0 •100 -1100 •lne 4"ID -1f00 •l00 -ffae •f0.0 AInO •1e.0 -IIOO •1e.0 .11no •m -11A8 fl•M•q PmIW 11.m-I,R➢ •mA -1140 •I 0 -If00 •1A0 -1100 •10.0 -110.0 •10.e -110.0 •RO -MI •RO n0.0 •mA -110.0 i•Ilul Moll-25110 •m.0 -M.- •] 0 -1f0A •le.e AI0.0 •100 -1100 •]O.e A10.0 •R -I!OA •10.0 n.0.0 •m.0 n100 01•NeNCa0v0• R,me-ll ele •1A0 n10.0 •m0 -1100m.n -110.0 •100 A10.e •1e.8 -110.0 •]AO -110.0 •)00 -Ite.O •N.0 -+IOO ]l.Pe EpuM• 11.e11-1A➢51 • 0 -Imn • 110.0 • A. n1n.o • -IOe -I1n0 • 0 .110.0 • "'Do •m.I -10➢.0 91xypNPIMW ......II,N. -]0.0 nm.0 'To...110.. •me 'I'n.0 -m0 "I' •mI -11a0 •]00 n1n0 •)0.0 -IIe.O -MA -110.0 mgnll1 1Lm-IAel. 21.91. Illoll •140 •mA I -,1. 'I'.. •18A .,Do ..... .1 •.0 m •10.0 -f18,n M0.0 II.. N 0 11n0 -1loo •m0 •N.0 -1100 -floOj -m.0 •meI -110.0 Dr. •10.0 •T" -41.0 1 •m0 -W10 410 Teel CUYom¢Q• 11.81]-2]543 900 -110e •JB.O n10.0 •in0 -Fr. -1 0 -line •NO -1100 •JAe -11ne Ik. .1t0A •10.0 -1100 911m4E c... I. mn Do. mn n •le.o -n e.o ne.o .Ilse a4o -Ho.e •Jao -+ nn.o •Jne -+ ➢ I..n0.o •lao -H0.a SI.. m51zu5+e •l00 -noo -1e.0'Im.o •ln0 4U- •1no :1100 •]Ile -n'o -710 .1loo no.0 nm0 .1Il8 I D WaYPm1W "All -xmm -mA .I1on •m.o .11n.• •lno -H0.o -)ne n1Ao •)ae -nno nno -no.o W.0 �110.0 •mo -I Cu0mn86• 14111-n110 -11P0 •10.0 -1 a •1n0 .110.0 -1 -11a0 •Jn0 ntnn •10.0 -IfOA •10.0 .110.0 •RO -11n0 zNwl Ron 0 •loe -noo •]40 -nno •I.. -1 0 •Ro nm.o •Re -bo.o •mo -M.e •m.o tl0 TiW ll.m a,"•m0 .110 0 •m.. n140 I.D 41CA • D,- -110n •RO al.e •m.0 J30 •m0 aa0 R WtlECOE.O. ➢e.ell-aye! • -mo •]oA -11a0 •rae -ll¢0 • I.0 �1 •100 -1f0n •RO AID. -m.0 -110.0 •10.0 -+ EWM. oe.otl-2o51• -140 -118.e •1a0 -11a0 •]00 -1+0.0 •] -11n0 •m0 -1100 •m.0'Iv.o •m.0 -"Do -m0 -11a0 &vY.OP1MW "A', - Do. 519 -110.e ID. -IIDD • I. -II.A V0.0 IIDD -1n0 -1 •R0 -110.0 N0.0 A cWom OQ. 11.11. 1]o fe -,A. -n0.0 •oe .". •m.0 ...... ID, •RO I.00R R n0. A100 I. -1100 c .Hm •m0 noo •rao-nne nno 1o.v 1.7 +pn Hn.o IDD.'I'D Ion-11- en.n.n• 1N.n n.m-ldme aA•-0Ja% ID n➢.o "..o -Hao n0.0 •>00 nl ao alno •m0 •iAo -non dmo 111 I -no.o mn8 nao n40 n10.0 B,o nB.o .uo,o a¢o o •ro.o -ltoo ale •]a0 aAo -no.o m0 Y.n1i0Ceev0. lOAn-d]]01 •700 -1100 -m.0 .1. noo .11A0 n40 -1 0 nno -110.0 •in0 .1100 .0 '110A •m.D -1100 5 E➢uMA. 23e7-2.51e -7o0 -I100 •NO -1100 noo -11n0 -10.0 -110.n I. -1100 -lAe -1100 1. 7e.0 •m0 -700 IUA0m96. ➢n51J-9O10 •m0 -11n0 n00 -110.8 nno m. -me -1100 I. -110.0 nab -H0.0 nno -".0 -Rn -1100 •➢o ..d Prof- 11.117 - 2031. •m0 -line -RO'Hoo 703 -110.0 •m0 mmi 7m0 -1m.0 n00 410.0 IoD 11.0 1.D -110.. MOmBW +lOtl. Alto .D -110.• •me -IRe nne .110.a -1. .1loo -m0 -11. -m.0 M00 n0.e -1t0.0 neA n100 CWOm9Q• n.e11.11He •rAo -llo.e noo -I1a0 •Re -mg •R0 noa •.. -line 10.0 Avo. Ito .11. -1 0 -11a8 enwbtl n.m.une Mae -v n➢ •>ne -no.o •me nlo.e •mo -n4o •mo Ano -Tao "Do. n... -0m0 •1. -Ann ]6m a¢n-adY ao.e -vne •mo -HAo •N.e mn0 •mo mno -m.0 .110. •mo -01ao •n.. -n¢0 n0.0 -1M] 6vtlnOC4¢y EQWO. 11 ¢Il-M811 10.51]-11110 •1n0 'IIIA 1". -11a0 •m0 "no -11n0 . 0 -4. •m0 .,no -H00 •mo .RO -114n -11n0 noo •1 4100 -11n0 nan ,A. .11n0 -1100 111...10E5 ID -10]• '"Al n00 -MO .WD. Ya0.gp1MW 21517=20310 • Do '11a0 ')00 "" In -n0.0 I. 'lino V0.0 -I10.0 -]0.0 ntn0 ID. -"A. "Do n4]! Y atlemen. ➢o.en'➢vle 'Ro -n8.0 v00 -Hno a40 1111 ano -+R0 nao ...... n00 "Do ID! .Ilm •re.o _IP ORomOQ. 1f, 511-➢B]10 I. -110A •m0 -HO.n n0.o -II0.n -1A0 141D.e •m0 -110,0 nAe'I¢0 '?a0 Alan •r40 -N➢e GtlOmen• I.. e11. n.510 •]0.n -11a0 'm0 -Ife.O nno .I1" n¢0 -to88 •]40 -loll n0.8 -100.5 .]O,e .W00 n00 -Ne.e Wtlem04• uMJ-11Ye •1A0 -noo •Ro -H¢e nao 2D .1ao I •m.e aJ.l no.0 iu I). a no.0 91• mn fLM.-n.o1e no.n -nno •rao -ne.o nno .+NGe •10,0 ID.o ID. av • 0 aAl ao.o a0o •iAo i0.o Ttll.fl -110.0 'RO 'H.o 10.0 "1. "Do -100 n00 •I'D e -01A -RO 4no Cutlom Bh. R5-•1H •]0.0 .11n0 nQe -H0.0 n0.0 .110.0 -]0.8 -1100 neA A10.0 •100 •1f0.n no.e -Wli n00 SQ] Eou+Ill• 1xm)au+e •]o.a -01u In. -HA. •mA nao "Do .111. •11..1.a0 a0.o .1m.e •]oo n • nv.0 anv m MameQ. a.malAle •]ne ame q0e .nao n 0 ame •iov AIDID Mao nmo -10.0 mne noo -moi ooe a¢3 MeerMW zlni-1v+e nno .11o.e •]no n+0.o nno -+10.o ID. -0mo noo -III. •m.o .lave a0.0 -ml.e •ro.e ant ..8k. z¢eva➢m0 a0e moo •r00'M' .ma -W3• IDA 1RI aAo 917. aa.o A• •Joo a1• aae a¢• 9ee1tl ➢tom-lenu I•m.e -no.➢ ano nRo •m0 -Ge a n m+ I ano a]. •)o.a az I.D .1 nao .1 EwM. n]n..181. •mo n10n •Ro -non 1.. -vDA •Re -nao '1➢.0.bve -10o a0 noo a Y Olem9W 11.en-lute •m.o -nao •R.o -nao •mo -1O.o •me -.4 •)e.o a1➢ •m.a ae.• n0.o a¢• ao0 a.e 9I.Myn/1pl.w ]Sem-a81e 'RO -H0.0 •m.0 -114n •RO .n10 I. AA •RO R] -I.. 50.1 'RO a0.0 'me aeA ➢Ln iaa --.Lou •Ro -vAo aa.0-.IOA •m0-Wv¢ a0.e am a4o 41. •I0.o a0.1 no.o aB.o • o a0.o SEE TABLE 11. SHEET 10 -• MIN. SASH HEIGHT• W NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME I) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS MR ME FIGURE. 3) FOR SAES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 50.106 rv.I I11. �." NY LYNN * f Nm. 5Bi05 -'p •' `"' ''y I / 1W0 TEMNOUGGY GRINDS0,�•.• KVENICE. m M76 .9, STA O (BS1yA9R1600 I FS -..'YORIVI`/�T:�C,\ G,'1`31`` �''.S/OINA11L QAorn]]o. 1 A.L 41MILLER. P.E. ALL ¢Xm.ID P.Ea 59105 FAJL CERT.OFAUTH.IRB[B6 SASH HEIGHT (REINFORCEMENTS SHOWN SRL IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) 1GLASSTYPESBTHRWGH 16 MAY NOT BE USED WITH I JCHANNEL OR IMEGRAL rROOUCI' REVISED FIN FRAMES e3 nvmel+'Lg wIN IHn llO dE D+Aaivg Can AaePumm N4/ •Ofj EynrvBm Dna T� Ry- inN ad Ma PraN<t Cnm1A1% 0]eYn By I PRESSURE TABLES J ROSOWSKI Ebtn' HUNG WINDOW INSTALLATION - LM 05/15/15 Yals.' 9e.L' Laoellq Na Fa✓ 600 1 NITS I7 OF 13 MD-SH5500-01 B A VMFFT. MLV P F I ICFf1 m��0nnonn0nnnnnnonono0nn0nnonoonononoonnnno©oon00000nnnn©anonon0nn ��000000000000000000000000000000000o00000©000000000000na00000000 ®m�0000000n000n0000n00000n000000o0o0onoo00000000noo0nn0000n0o0oonn � �m�0000000000000000000000000n00000000000000000000000000n0000o00000 �m�00000000n0o0oo00000oo0oonoon0000n000000000�00000000000000000000 mmmmwmw� ��on0onoonnonnonnno0onoonnonoonn00000©nonoo©oon0000no00000nn mmm�ononnnnn0nnnnnnnano©n0oonnonnoonnnnonnnnoonnonoon0000no00000noo � m�no0ononnoonn000nnnnonnn000nnnnounn0ononnonnnnnonnnnonnnnnnnnnnn, m ��-000000000000000n00000noo000000non0000000000n0000n00000nn0oonnoo ��00000000nnnoonnoononn000000000on0000nnnnonn0onnononnnn000nnnoonl ��on000non000000000non000000000n0000n0000 m � m�o0nnn000n000n00000nn00000000no00000n0000n0000nn000000000n00000n ��n00000nonn0noonnoo0onnoon0000o0nn00onnnn0nn00000n0000nnoononnoo 11��nnonnooMannooannnnoBunno0oono0oonoo0onnn0000n0000000000"Bannon ��nnno0nnnn0000annonnnnnoonnnonnononnnnnnnnnnnonnononnnnn0noonnn0 m000000000000000000000n0000000000nno0n00000000000nn0000n0000onoo srrm"Am m00000n0000000000n000nnnoon00000n000nonoonnn0000n000000nnoon0non m�nnno0000000noo0000000n00000n0000000000n000000000000000nnoonn000 m ���noo0000n000nonn000n0oonon000000000nnnno0000000000nonn �00000on000n000000n000nn00000n0oo0on0000noo0n0000nn0000nn0000noo �n000n0noonnnnoo0n000n0000n0000000000oo00non000noo0000n00000n000 �un00000000n0000n000nnoo0onn000nnnoo0n00000oo0nnn000nnon0non0nonn �0o0noonannoonnnoon0n0oo0n000n00000n0000000000nn000nnn000n000no0i �oonon0noonn0000nnnnonnnonno0onnnnnnnnnnnnnnnnononnnonnnn0000nnn annoo0000000nonnoo0nno0nonn000nnoo0on0000noo0on0000onon0on000000 �000000n000nnnn00nnoo0nnon0o0nn0000n000nnno0oonnonnnnnnnnnnnnnn"i inn �oo0000000000000n000000noo000000on0000o0000000000000000onoo �n00nBunnnnnn0nn0nnnoonnonn000nnnnnnnnnnnn0nnonnonnnnonnnn000nnn �ononn0000000on000000oo0oono0000n0n0nnoo0n0000nn00000noonoonn000 t �oonoo0noon0000nn0n000n0non0000000000oHOUnn000n0000000n000000000 �0000nnoonon0oo0o0noo0onoo00000on00000000000n00000nonouon0000000 �ononn000non000000000n0000n00000000000000nn0000000000n00000n0000 0000000000n000000n000n000noon000nonoo000000n000000000nonoonn000 nnonnoonnn0nnnnn0onnn0nonnon0nHanna 0000000000000000000o0000000000on000n00000n00000000000n000000000, n000nonoonnnnn000noono0ononnon0000nBun000oo0o"000n0000000nn0000 nnoono0noonnnnnnnnnnn0no0noon0nn13 nno�0000nnnonnnnHUBnnn0onn0000nn00000nno0nnnoonno0nnnnn0nnUHnnnn. o0oo0000000000000000000000noan000 nnonnono0nnnnnn0onnnnnloan 0000noo0oon0000noo0ononoo0oo000Boo000000000000000000000n0000o00 n000nonnnnnnnnnnnno0no0onnonnnonno0o0nnoonononnonn0nnnnonn"Bunn nonnoon000n0000nnn000non000nnoo0noo0non000n0000000000n0000n0000 000000n0oo00000nnn0000o00000000nn0000U13 0n000000oonnon000nonno00000nnno0o0noonn00000000000n0nogn0000n00 on0onoonoonnonoo0onnnononnoo0 0000nono00oonounon000n000n000000n000nn000000oonoo0n00000n000non nnoo00oono0nnonon0noo00onon0nnnnoon000n0oonnonon0o0nonn000nn onoo0oo0000000000non000n0000n0000n00000000BUN 0o0000nn000n00000nn000nnoon0ono0000000nn00000n0000nnoo0nnoo nnnun Bunn 0nnon o oonnnnnonno0nnononnonnn0nonnno0nn noonn00000noon000nnoonoonn00000nonn onnonnonn oonnnn00nonn000nn0000onnn0nn 131 n on man nnnnnnnnn00nnnnnnnoonn0no unn0000000000000000000 oo0000n00000000000000 n00000nnoo0n00000nnn 00000000000n0000 0n000nn0 HIM Jtt .SAS HEIIGHT= VDOWRU FHEIIJHT-5.13G\y.)Il�y .nn. .n..�v. •' MIN. SASH HEIGHT= WINDOW BULK HEIGHT-60.138 NOTES: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED .......... - TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE ABOVE -MAX. ANCHOR O.C. SPACING......... - TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. 'MR' -MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. 5) REFER TO TABLES 2 A 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. MeL AncM<O.L.Bpi<Mp b1 a9E Gmpi -E1hpi1{In Inih41b11 p4' PRWUCT REVISED roT MtN Ne Flhidx ewlmpy cm< n<cepmwe�b •Q5 [. bn Uale By w1 nda ProAl<1C �`�® Orvin BY V :� Mwlpam: 200:` NTH 30�07YSDRIVE ANCHOR QUANTITY TABLE JROSOWSKI O B ATEO ((/ NW, Q11e: ip ''•A2G\�: jB/1 1B00 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 e7,S'ONAI EN3��"` raawT iBRhs.u� sHmNmu 5<F1N srwe uiibo Np. R.+. A. irild SH-5500 NTS R OF 13 MD-SH5500-01 B 0 ® m © �© 0 0 NUNN ®00000000000000�a0000000000000800000000000000u0080080000010 ��wvovvoovvovvovvvvvovvovvovvovvovvovvov©ovvovoovovvvovvovvvvvovv � ov00000©00000v000©oovovouv000000©0000v00000000000©vovvoovvo©000 vvOvvOvovvvvvvvvKID vvvOvvOVOvvvOvvvvovvvvvovvOBanvovOvvvvovvvOvv vvovvovvvvvvvvvvvvvovvvvvvvvvvvvvvovvvvvvvvvovvovvvvoovvvvvvvvv ov00000vvovvovoov000voovoovoovvovmoovov©oovovoovoovvo©©o©ovvv000 ®ooao©00000vv00000vovvoov0000000vovvvoovovv0000vv000voov00000III � vvOvoovvvvvvovvvvvvov vOvvvvNovvovvvvvvvovvvvvovvvvvvvvvvvvvvvv ©v0000000vv©0000vvv000v0000v0000000©vvov000©o©vo©ovvv©©voovvvvo �vvoovovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvv ® vMUvovvovvv000vovvovvovvvO00000ODDvv©ovvvvovvvvvoovovvvovvovov �tvoovvovvvoovvovvoovov000voovoovv000v00000©ovvv00000000v000vvvoo o�ovovvov0000v00000vvv000v©oov00000©©©©ovvv000v©oon000vv©oonovvvv vvovvovvvoovvovvvovvvovovv0000vvvvv©vvvvvvovvvvovvvvvvvvv vvvvv 000000v00000vvvovv©vvoovvvOvvo©ovvv©oovvvvgovovv0000vvvv0000vvv �oR000vvvvvoovvvvvvvvvvvOvvvvvvvvvvvvvvvvvv vvvovvvvvvovvvvvvvvo ��vvvvvovvvvvvvvvvvvvvvvvovvovvvvvvvvvovvvvvvvovvvvvvvvvv000vvvvo mv©ovoovvvOvovovOvovoovoovvovvvvvovvvvoovvvOv0000vvvOvovo©00000© o �ovOvvovoovvvvvvvvvvvvvvvvvvvvvvvvvvo©ovvv vvvoovvvvvovvvvvvvvvvvvvvvvvv0000vvvvvovvvvvvoovvvvvvvvvv vv000vovoovvvvvvplvvvov 00000 wvvvvovvvvvvvvvvvvvvvvvovvvvvvvvvvvvvvovvvvvovvvvvvvvvvvvvvvvvv �vvv000vvvvvvvvvvvvvvvvvvvovovvvvvvovo0vvvvC000UMovvvvvvvvNovvvv ©vovvvvvvvvvvvvvvvvvvvvovvovvvvonvvvv©©©vvovovvovvvvvvvvovvvvvv 0 ov0000 vvoovvovvvovvvvvovvvvvvvvvvvvvvoovOvO©OO©Ovvvoo©ov000vOoo vvvvovvvvvvvvovovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvooOvvvvovvvvvvvvvvvvvvovvvvvvvovvvvvvvvovv �E»ovoovvvvvv000vvvvvovvvvvov0000©oovoovvvoovvvOvv000vvvo00131 vvovvovvvvvvvvvvvvvvvvoovvovvvvvvovvvvvvvvvvovvovvvvvvvvvovvvvv vvo vvovvovvvv©vvvvovvvvvvvovvovvvvvvvv©oovovvvvovvvvvvvvvvvovvvovv �vvovvovvvvvvovvvvvvvvvvovvovvvvvvovvvvvvvvvvovvvvvvvvvvvvvvvvvv t v0000vv000©voov0000000voov00000voov130BEI oov00000©000©©000©v©vv E vvvvvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv �voovoovvvvovvv©vo©vo©00000000©vovvvovoovovvvvvvvvvvvovvvv©00000 �vvovvovvvvvvvvvvovvvvvvovvovvvvvvvvvvvvvvvvvovvvvvvvvvvvvvvvvvv �nnnnnnnnnon0000©nnnnnnnnnnn©©©©©©©©©©nnnnn�innnnn©©©©©n©000nn©nn vvovvo©vvv©vvvvvvvvvvvvovvovvvv000vouvvvvvvvvvvovvvvv©vvvnvvv©© �vvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvv vvvvvvnnvvOvvvovvvvv ov000 �vvovvon©000v0000000vvovoovoovvovvovvovvovvovovvovvvovvovvovvvvv s��vvovvoovvovvvvvovvovvvvovvovvvvvvovvov©ovvovovvoovvovvovoovvvvv vvoovovvvvvvvoovoovvovoovoovovvovvvvvovvvovovvvvvvovvvvvvvvvv ��vvovvovovvvvvvvovvvvvoovvvvovvvvvovvvvvovvvovovvvvvovvoovovvoa voovoovovvvvvvvvvvovvvov0000©vo©000vovvovvvvvvvvovvovvovvoovvv s �vvvvvovvvvvvvvvvvvvvvvvovvovvvvovvvvvv©voovvvvvoovvvvvvvvvvvvvv vvovvovvvvvvvvvvvvvvvvvovvovvv©00000vv©0000000vvvovvvvvvv©0000© �vvovoovvvvvvvvvvvvvovvvovvovvvvvvvvvvvvvvvvvovvovovvvvvvvvvvvvv ovoovvvvovv©vvvovvvv©000000000000000Ro©0000vovvoov©00000vo©0000 �vvovvvvv nun vvvvovvovvovovvovvvovvvvvovovvoovoovovvvvvvvvvovvvvv ���vovvvOvvoovvOvvovovv0000vvvumvvvvvvoEvly©oov000©0000©vvvDOD©v000© vvov000vvvvvovvoovovvovoovoovvovvovv ovoovovoovvvvvovvovvovvovv vvovvovvovovvvvvvvvovovovvovovvvvvvvov©vvvnoovvovvoovvvvvvvvvoo m��ovovvovvvvvvvvvvvvvvv000vvovovvvvvvvvvvvvvovovvovvvoovvovovvvvv SEE TABLES 5 66. SHEETS FOR DESIGN PRESSURES WHEN USING THIS TABLE. "MIN. SASH HEIGHT - WINDOW BUCK HEIGHT - 50.136 LYN.. NOTES: Pd ]*• N658705 1) USE THE ABOVE 'ANCHOR QUANPTIES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOWE .. ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH THE IMEGRAL FIN. ' 3) FRAME DIMENSIONS ARE BUCK. 'MR'=MEETING RAIL. d) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. S G� 'i, (ONAL ENJV` 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A LYIIUM LLE1i.°P.E. W+ Anffero c. aP+ebp ror A 'NkpnIFN-ImbNEan PRODUCT REVISED ¢mmPlyfmffi m,, FIUMa Duildmg Code n°wpPnm No / Q By Miami ¢d¢PradvN Grm�c l 1moTEcHNoi-XY,v rvE ANCHOR QUANTITY TABLE I J ROSOWSKI I .v._. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 covrwartomT BPoT�' SxN¢/MadaC Swl¢: Slesl: prvFlTq Na. Rnr. CERr. of Al1TH.02mBe SH-5500 NTS 9 OF 13 MD-SH5500-01 B 3.500' 3.600' 3.500' 3.500' .o6r 0Q 062' �oD Boa �oD �pd J 1.48Y 1.4B3' 1.403 a� tAeJ• .0]F I� 0� 1.184' L oo loon o00 .635' 1 JCHANNEL FRAME .625 2 FLANGEFRAME t3]5 3 FIN FRAME ECUALLEGFRAME 1185 �� HO SASHr OUGHT SASH HEAD/JAMB r OHEADMAMB OHEADIJAMS 4O HEADIJAMB 2J REINFORCEMENT 2S REINFORCEMENT 1 L 3AM' ---I 3AW' --I 3.4W' —I 1 0]0- _ —.-14 .062' ---II .06z^ —•--III .6sr 1.°31 1.°4r I� —��Fr .°6r .Te1•III�UIIII�'J� V V Ir U Y 1 L U--'i.l-� .130. III �1 1.331' -'-- --r 1.340' I-.— 2444' 2.444' 2A44' � 1 OSTANDARD OHD MEETING RAIL 26 MEETINGRAIL 2] REINFORCEMENT REINFORCEMENT .S3S 1CHANNEL .us- 8 FLANGE 1.3]5" OFIN 61LL�E EQUALLED OFRAME SILL 1.JT5' O FRAME SILL r O FRAME SILL L .065' 1231- 1— 1.000' F-- OFIXED O 14 MEETING MI.18 SASH RAIL 1.215' �1 ..1.3]6- I 2.11' 1.4]' 21]s' 9T4' 58 rlul_ 1.665' .]4T+3' .0 O.050' .050' 05 0]0SASH ' BALAN 1] LIFT BAIL LIFT FAIL BEVELED BEVELED COVER SCREW 10 S REW CCO)ER 18 INTERLOCK Y0 NTERLOCKCOVEft 0 INTERLOCK 22 INTERLOCK COVER sue' IIJ1- I,gI I ^.]sa• .Tso• .03F--{ILII-�I .025• --i ]22 O FRAME 81 BEAOI ING SCREEN SCREEN FRAME MIN * i No. 50705 _ # W -Li -u G � FAO 10"TECHNOLOGYDRNE ORION.' gym, N. VEENICD;� U276 �]IJoNAL1E311`� rmomm=l ALL.M..D PRODUCTREVISEL3 omplYirg rvil6 da Florida OuIdi09 Code n.�.Pm0 Q$ E4 ir4bDDaIC $Oi0 Mhni Prtatual W EXTRUSIONS I J ROSOWSKI Gnls HUNG WINDOW INSTALLATION -LM 0MM5115 s[mn SIw.F. Wa.Ing Na Fer: i500 NTS 11 OF 13 MD-SH5500-01 B BIII of Material I Bill of Material, Carl. 0 Pan Description Material N PanO Description Material 620101 Single Hung Frame Heed B Jambs-JChanne PVC 4 72097 Auto Lack Mechanism C 2 6201M Single Hung Frame Head 8 James - Flange PVC 46 72019859 Sweep Lock 3 620103 Single Hung Frame Head 5 Jambs - Fin PVC 47 720195a6 Auto Lock Cover Assembly 4 6201U4 Single Hung Fame Head 8 Jambe -Equal LLglBax PVC 48 76XI180PTX 08 X 1-1/B' Ph. FH SOS (Auto and Sweep Lock Screw) 5 820105 SWDH Fame SIII- J-Channel PVC 49 720200 AWo and Sweep Lock Keeper 8 620106 SWDH Fame Sill - Flange PVC 50 776X34PPA BBx 314"PH. PH SOS(KeeperScrew) p 7 620107 SWDH Fame Sill -Fin PVC 51 420181 OR Beveled Tilt Latch Comer Key e 62010B ERICH Fame Sill - Equal Leg/Bo% PVC 52 420182 OR Pull Rail Till Lalcn Comer Key 14 820131 Fixed Meeting Rail PVC 53 7634PHFL HB z 314' Ph. FH SOS (Comer Key Screw) 18 ON129 Sash Fall (Sides, Top 8 Bottom) PVC 54 420183 Till Latch 17 620134 Balance Cover PVC 65 420154 Tilt Latch Retalner 18 620133 Sash Slop/Screw Cover PVC 56 720207 1' Tilt Latch Spring SS 19 6W156 Pull Rail lntedwk 6005 T5 Al 57 420186 Plastic Tilt Latch Filter Pull PVC 2D 620144 Pull Rai IMenock Cmer PVC 58 720192 Metal Till Latch Finger Pull Cast dnc 21 620157 Beveled Interims S005 T5 Al 59 42DISO Plwl Bar Comer Key PVC M 620145 Beveled Interlock Cmer PVC 60 720206 Plwt Bar SS 23 620150 Light Sash Reinforcement 6063T6AI 63 7M191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Relnbmement 6063 T6 AI 720104 Sash Pull Handle With Latch Assembly Cost Zinc 26 620153 StandardMeeting Rail Reinforcement 6005 T5 At 65 7BMFPT 08 x 314' Ph. FH SOS (Pull Handle So.) SS 27 6ZD154 HD Meeting Rail Reinfomemenl 6005 T5 AI fib 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip, .187' x .270- Fin Pile 1 67 77858B 08 x 518' Ph. FH EMS (Strike Plate Screw) SS 31 60300 Wealheratrip, .190' x.300' Foam Bulb 72 720135 Lami I.G. Bead PVC 32 61119 Weatherstrip, x.220-POIyPIIe 74 Backbedding, GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug..220' Fir l 75 71646N Selling Block(7/8' x 1'x 118', 85-A 5 duro. EPOM 35 78XImTTT 0 X V Ph. PH SOS (Interlock Mounting Screw)s0 61012 Extruded Screen Fromm Alum 36 78X1THPX 98 X a' Ph. PH SMS (Meeting Ball Screw0 81 61011 Roll -Formed Screen Fame Alum 37 776695P Meeting Roll ScleM Support Plate 82 7CKGLB21 Screen Comer Key for Extruded Fame, X4 PVC 38 720210 Weep Hole Corer R41Ubb 83 47042 Screen Comer Key Win Pull Rig X 2 PVC 40 72D)DOW( Constant Foxe Balance 84 47041 Screen Comer Key Without Pull Ring X 2 PVC 41 08 x 314' Ph. FH SM5 (Con. Foma Balance Screw)85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 72D205 Spiral Balance Shoe, 87 61635/81614 .140- Screen Spline (MachinelHand Rolled) Vinyl 44 7BX114FPAX 08 x 1.114' Ph. FH EMS (Spiral Balance Screw) Part0 Description Material 76 Kommaning 4SG TPS Spacer System 77 Guanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Guanex Dumseal Spacer Materials 79 Cardinal )d Edge Spacer nerenenw r w r ncr�ni o. r, �b, n. Beoo 0 0�, NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES. LTD..10 BE LABELED FOR AAeNE(RiUDER CODE. 2) ITEMS a 9-13.16, 24.28.29, 34, 39.61, 62.6S71, 8 73 ARE NOT USED AND ARE NOT PART OF T1ISAPPROVAL. * No. 58705 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 4 4SG TPS EXI DURASEALO 1a SPACER :ONE STRUCTURAL SILICONE 1/4-NOM. FOAM DESICCANT EXT. GLASS 3116-1,101.1 C/w `—INT. GLASS n SUPER SPACERO NXT'"' NLESS 6 T. GLASS lA ROM 1I IE SEAL II GLASS XL EDGE'" SPACER PRODUCT REVISED ur�,.ml4nrmwlm lk FlMac �laTx r.,a4 I, v. n nnr„ni see llCdet'rCO 1DroTECHNaoar wmrE BILL OF MATERIAL (BOM) J ROSOWSKI N. VF_NICE FL 8427fi IW1HB0.1e60 SINGLE HUNG WINDOW INSTALLATION - LM 05 05/15/15 w 1N6 xLLaI0NI9 AdsRM: SMet QAma No. SH- Rer. SH-5500 NTS 1 120E 13 1 MD-SH5500-01 B OPT. PULL RAIL INTERLOCK COVER MITERED FRAME WITH INTERIORANDEXTERIOR FRAME WELDS FRAME ASSEMBLY DETAILS 0". SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS OPT. PULL EXTERIOR IJ OPT. FRAMEWELOS No. 58705 '; LJ \ \ LLB _ * ///p�` �� O OmolPNon: EXPLODED ASSEMBLY mmm Br: JROSOWSKI twm EXTERIOR` AO BT (7-Q: NOTES: Li ��F(ORIOP (041)4561�0 Title: note: 1)BOME PARTS/OPiIONS NOT SHOWN ON DRAWING FOR CLARITY. :''CN�: iSs� NG`�, coWnuNTem1T SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 E)J-CHANNEL FRAME SHOWN. PARTS 0165. OTHER FRAME TYPES APPLY. a/t ONAL110IIM1N F4TwPlaRVE9,IXa Sertu/NotlM Smle: SM1eel: DreWnp No. Rev: 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS a A 7. A. LyHl"d ���q, P.E. M1LLwamPFsw� SH-5500 NTS 13 OF 13 MD-SH5500-Ot B C) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS, p.E.tt 53705 CERT.OFAUR1.6Y519G RECEIVED— JUN 13 2018 M1AM1•DADE ST. Lucie county, permitting DILIMI-DADS COUNTY • - T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 w .miamidade.sovleconomv PGT Industries, Inc. 1070 Technology Drive '\orth Venice, FL 3427, 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. 1 DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. 1 APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product 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. M suse 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. 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 Of icial. This NOA revises NOA# 16-0714.03 and 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. =No.17-0630.05MiAMR)ADECO Tr ExpiratioApproval Date PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNETTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MID-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. 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) 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, 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-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. 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 Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t° Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel erez P.E. Product Contro s iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CON INFUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTrNUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 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. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51' Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, 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. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and firing on 07/30/20. _ Man Pere P.E. Product Con rol Eyhrainer NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE SKAMPLEFOR ,L 2SII(TMAX.O.C.�- MOIUS-TOP / \ 1 NEPOEfl (BIM. 2' MM. FROM 9HEET 9 FORA31 FRAME 5FN4 0. SEE WWGOW TYPEBI EETS ASEE�B.SCE — 30'MA(.O.C. •-•MgX SHEETS SHEETS A, SEE SHEE S` EQUALLY C. SPACED EQUALLY ANOHORSPER SPACED TABLES 9_11 ANCHORS PER / TABLES 9-11 G O B4• T MC 10'MAX. O.G DUCK X HEIGHT EQUALLY %//J 13-3/1'MM. O.C• EOWLLv SPACED / CIA.. ANCHORS PER ANCHORg PER TABLES &11 1 TABLES 941 •.n+uw F- 54'MAX.BUCXWDW +j CNOTCH [ SHEETS ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL -CITE CONFIGURATION 21-51W � ANCHORAGEEXAMFLG 54'MAX.BUCKWIDW MAX. O.C. FOR ARCH -TOP L HEADER(SIM. FOR ALL •MNI 12/ WINDOW TYPES) J0' / �{ MAX.O.C. 1l t0' MAX. FROM —M— - / FRAME SEAM O SEE R' MA%. �FI%EO VISIBLE J_ --II SNEET4 LIGHT WIDTH B,SEE-,__��-30'MA%.O.C.-y-1- I2'MAX C. SEE SHEET) T SHEET4 /FIXED A. S EF�r- -. / R'MAX. VISIBLE _r LIGHT 1T-T/8-MAX O.C. HEIGHT EQUALLY 1i-T/9'MAX. O.C. 81]B' $PACEDII �_ MAX. ANCHDRSPERI O I / BY BUCK TABLES?11 MAX. _ _ HEIGHT - BUCK 10'MAX. O.C. X !1 10'MAX. O.C. HEIGHT SASH -OC OV LT 3- MAX OC. VISIBLE _L gPACEOI1)/ SEE LIGHT ANCHORSPER) / Ij SHEETS WE 1 =aBLSg fi'H I, A g6B A 1 • 8.11Z MA%, fidR• MA%. SASH VISIBLE __4 `NOTDH DE LIGHT WIDTH SHEETS ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIELIPROVIEW CONFIGURATION IMPACTMTING_ PRESSURE RATING iq REINFORCEMENT LARGE 8 SMALL MISSILE SEE SHEETS BT IMPACT RESISTANT 52-1/8' MAX. BUCK WOW BE9SEESHEETS r- 1-111' � i) B4• BUCK HEIGHT AS SHOWN (91.T9' MAX.) I+ 54'MAX.BUCKWIDTH --I `NOTCHDETABS. gHEET.I SWEET ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO A CHORED THROUGH THE NAIL -FIN Tfi'HEIGW SEETABLE59-11 S(IMILARMCHOR DIMENSIONS FOROTHERCONFIGURATOIMENSIONE FOROTHERCONFIGUMTIONS) (CITY HURRICANE ZONE (HVHZI. GENERAL NOTES... ...... ...._........... ..................._.1 ODUOTHAUBEENUEX,Nw.. maleu I—— . . ............................... ..... ..... .. - MARCH OT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 301N TILED FOR THEOOTEOMOLRE(CAP) ESOUTHERN PIN MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS ..............................__._._.-...--- .....I FRA&LATIOME OPTIONS...._......_.-2 SONRY APPLICATIONS IN MIAMI-DADS COUNTY. USE ONLY MIAMI-DAOE COUNTY APPROVED MASONRY ANCHORS. INSTALLATION, E 8 EQUAL 3 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. K51 PER ANCHOR TYPE. OD BUCKS LESS THAN 14W THICK ARE TO BE CONSIDERED I%INSTALLATIONS. IX WOOD BUCKS ME OPTION& IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS TO PROPERLY TRANSFER LOADS TO W BTRUCTURE. WOOD BUCK DESIGN ,FANGS& CHANNEL... INSTALLATION, INTEGRAL FIN 6J-CHauNEL..a INTEG GLAZING DETAILS- ...................... . ... - .. .......... 5 ' D AS 2X ME 14WMICK OR GREATER. 1%AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED DESIGN PRESSURES...................... ................... 6-7 'AILAT10N IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN. EMBEDMENT. WST. ANCHORS ANCHOR QUANTITIES................. .............._.-_8-10 R EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS SHALL BE DONE BY OTHERS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES.......... ......... _....... ....... -11 BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION L SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT RUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY & PARTS LIST ................. ......... _.... 1213 I STANDARDS USED: PRESSURES: CODES RIVE DESIGN LOADS UI IGN LOADS ME BASED INCHORAGE METHODS IN WE DESIGN OF THIS 8 CYCLE TESTING AND GLASS PER MI M E1300. •201T FLORIOA BUILDING CODE (FBC), 5W EDITION RESSURE, STRUCTURAL 6 CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE (FSCL 5TH COITION I DESIGN. ASDC rc.ncvnunl ngns"BRE4PONDINOTO THE REQUIRED DESIGN PRESSURE. THE 3Y1tlX STRESS INCREASE HAS NOT •ASTM E1J00 OB FOR WOOD CONSTRUCTION SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN 51ECIYIGA NUN c Vn v.V V�....�.�...................... _. 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE T. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 20R J ACCORDING TO THE INSTALLATION CONDITIONS, 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 'LB. R MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE WE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILLMEET REQUIREMENTS FOR YOUR OPENING•$ CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSET ME MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:UESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES ()CHANNEL. FLANGE, r•r.�nnnr eru nU Cnl IAI I CCTOYI iD. ANCHORS THAT COME IWO CONTACT WITH OTHER •ANSI/AFBPA NDS 2015 •ALUMINUM DESIGN MANUAL. ADM-2015 pROD11CT RGVISFU .9DUCT R `YIN OIe FNFMn IEVIEWED BY THE AUTHORITY HAVING JURISDICTION. BNDOW AND DOOR PROFILES, LTD WHITE B BRONZEAIGHTER •AISI S100-12 .AISC J50-10 BuIIdkB Code gaepenm No ALUMINUM I AL PDxt. 1�/1 011V LYNN,y"'� a4Y'': •'I,IQENSE'•. (�FP Rewmn UPDATED TO FBC 2017. - JR - 06/06/17 °jw,,; .nePmdNMUY M °r OTown BY: -A OeccHpuon: GENERAL NOTES &ELEVATION J ROSOWSI:I �.2 /� ; 10TBTECHNOLOGYDRIVE N. VENICE. FL 34275 Dole: '>°T .. F( A ON ., GN��: (atlNeo-ts90 SINGLE HUNG WINDOW INSTALLATION - LM OS/15/15 �' s ` (� VIAL LOTNOMOXHI u TemGSTwse.wc. s.H«N�•I. score: sn1 wednv Nu. N. �. R I111�\;`l4 A. LIMN LI gIFPE LFgN19REgFAVFU SH-5500 TUTS 1 OF 13 MD-SH5500-01 P.E.P6fiT05 DERT.OF AIRN. RB386 .- TABLE K Glace Type ALLOWABLE GN65 I YYt3 Decantation (Llamtlfmm Exledorminmdor) DP Tab—bleI. Sheet s M1ee1R 5 7/0'bminaled l.G.11/8'AEeledol Cal +7/16'All SPace+5/16-Lamlreed;(2)Ulm of 118- A GIeae M1h.080' PVB lnledayer 4,5 6 71W Uninitiated I.E.: lir T Exterior Can +7116-All Space + SIT U Larnaated; (2) Has of l/B' A Gleca Will .000' PVB lnledayer 46 6 7 71W tentacled I.O.: 3116' A Ea led., Cap +31F Air Space +Sl16-Lemineled;t2)Ulne.1 In- A Giese wilh NO' PVB lnledayer 4,6 6 7/0'Lamineledl.G.:3/10'TEKiedorCan + SIB' All Space ISITS' Lominated;(2) than of 11W A Glass with .090' PVB lnledayer 4,6 6 9 VIP Lamin.WdLG. :IIW A Exterior Can +711TAll Space + SHIP I aminaled: (2)Lltes of l/B' H Glass Will Off SG lnledayer 7 ] 10 71W Laminated! l.G.:1/6'TSA.rar Cap+7/16'Ail Spa.°+5116'Lemineled;(2)Ule° of 110' H Elea, wilh.090' SG Ml.d.1-1 7 7 11 71W LSmin.led l.G.f WI V A EemdorCap +316'Air Space+5116'L°minatad;(2)LBea of ll8' H Glenn wen,090" SG lnmdayer 7 ] 12 710- Laminamd 1.0, 3116-TFxw., Can +303'All Space+5118- Laminated; (2)Lllea of TOP H Gla.. in X09SG lnledayer ] ] 13 ]IB'Lnminmed LG.:1/0'AEetedar Cap +S/18'All Space +?/10'Laminelad;(2)Utae of 3116' A Glass wilh.090'S. lnledayer 6 ]. .14 7/8' Leminamd LG.: 110' T Eated., Can +511S'Air Space +711B'Saminaletl;(2)Olae o1J/1B'AGleae with.090'SG lnledayer S ] 16 71W Laminaled I G.;3H6-AE.Iador Cap+114'Alr Spice+]/16'Laminaled;(2)Uma 03116- A Glace wllM1 .O00'SOlnlatlayer ] ) 10 171F LenlnSWd I.E.: 3116-TExmdOr Cap +1/4-Air Space+7/16- Laminated; (2)Lit., of 3116'A Glass w11M1.090'BG lnladnyar ] ] ABLE 3: Group ALLUWNtlLe Pnl:n Vna IPMUV Anchor Subsbob Min. Edge Diean. Min. Embedmenr E 21/2'..131" Comm. Will P.T. Southern Pine (SG=.55) 318" 2.7116' 2-1/2- Ring -.honk Roofing Neil P.T. Southern Pine (SG=.55) 310" 2.7116' F #10 Trued.... 5105 (.teal, 1"S.S. .r 410 S.&) P.T. Southern Pine (SG=.55) 1l2" 13I0" Aluminum, 5063-T5' 3/B' 0,050, Steel Slad, G, 33' 318, 0.0451' (15 GO) Steel, A38' WB' 0.050' #12 SMS (steal, 1" S.S. or410S.S.) P.T. Southern Pine (SG=.55) 611 1316' Aluminum 6063-T5' WB' 0.063" Steel Slue, Gr, 33' WB' 0.050" Steel, A36' 316' 0.050' 'GLASS TYPES 5, 7. 8.1 f.13 8 IS MA1. OT BE USED IN THE HVHZ ABOVE 30'. MIN. OF 3 HREADS EYONDTHE IETAL UBSTRATE, JNGROUTED MU'VALUES LAY BE USED OR GROUTED MU PPLICATIONS EQUAL-LRE ORIEL COTTAGE e--I BUCK WIDTH x Y I—'—- x Y BUCK WIDTH— u ---i x y' BUCK WIOTHI-w— x W RECTANGULAR ARCH TOP RADIUS -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE wcu BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING UESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEEi6 ONV LYNNMi OOoo 1070 TECHNOLOGY DRNE ' MIN. OF3 - 0' 5 X mo (Owe N.VENICE.FL34275 THREA05 BEYONOTHEMETAL (941F480-te. S ... NG s 'A7 cepyglaMoanr SUBSTRATE. III, E+T``� . .ao°.ppsi'�o FIGURE B: FRAME TYPES -A'=ANNEALED O O STRENGTHENED 'H' :TEMPERED T=TEMPERE0 PVB' =.090' TROSIFOL® PVB BY KURARAV AMERICA. INC. 'SG'= .090'SENTRYGIAS® J-CHANNEL INTEGRALFIN INTERLAYER BY KURARAY AMERICA. INC. O O FLANGE. BO%OR EQUAL -LEG Materiel Min. Fr Min. F. Steel Screw 92 kill 120ka1 1B-B Screw 60 ktl 95 ka1 4105crew 90X.I 110 ke1 Elco AgpraGelolO Si kal 96 ks1 EIco UItmCapT 41035 Sic. CnleFly® 155 ell 1P.d kal "I kill 1B9]hil 6063.T5 AIVmin.m 16 ke1 22 ke1 A35 Steel 36 kel 0 all Gr. 33 Steel Spin 33 Xsi 15 kel ANCHORS RE-GROUPED. -JR-06106117 pFUDUCinq.il d- mnnmlA Ccd wilb da Five+: diay coda Aeee.Tlanrohbl U•.•J� Fx Y Dwa� �l!'u M can naac Prodnd emnrol ��) ANCHORS/FRAME OPTIONS J ROSOWSKI oat.: HUNG WINDOW INSTALLATION - LIM OS/15Y1 s srola: sneeh pnwmv xe. noµ 1500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANOHOREO THROUGH FRAME ANCHORED THROUGH FRAME AND I% INSTALLATION DIRECTLY INTO CONCNETEICMU. SUCKBTRIP INTO CONCRETEIOMU. OPTION --r EDGE DISTANCE SEE NOTE 2. THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT IN' MAX SHIM 16 1l4'MAXSHIM Imo- FRAMEINT02%WOOD I FRAME OR BUCKSTRIP. -� _ SASHVISME 17 EDGE EDGE SEE NOTE 2, THIS SHEET. CC EMBEDMENT �II� 18 LIGHTWIDM DISTANCE �j _ FLANGESHOWN ME - �� DISTANCE SHOWN 44 BALANCE TIDTH SASH `o — TTP. ANCHOR TYPE, � �SHI MAN q2 WITH $ASH TYP. ANCHOR TYPE, EMBEDMENT SHIM WEIGHT 5d EMBEDMENTAND 30 AND EDGE 2 TYP. ANCHOR TYPE, EDGE Q 31 SUBST ATC I DIS NCENTANOEDGE DISTANCE PER _ EDGE SEE TABLE DISTANCE 2, SHEET SUBSTRATE, DISTANCE SEETABLE.. —19 SEE TABLE 2,SHEET 2. SEE TABLE 2, SHEET 2. •-"' � �o EXTERIOR :� Vn 0] r SHEET 2. r— FI%EO VISIBLE `4 I • _ FIXED 19 201 OPT. SASH TOP FLANGE —I LIGHTWIOTH EQUAL VIBIBLE LIFE MIL FRAME __ 2 �LEGI MANE LIGHT NOTES: RHOWN IIL"--""--- BUCK WIDTH FRAME HEIGHT FOR ALLWINGOWS: SHOWN I IANGHOft (dT J.5S HORIZONTAL SECTION A -A L- 49 46 FROM END ANO AT 1)USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE Q O 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. R OVER 36'MDE: EDGE DISTANCE LIMITS. ANY 0 ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. BCFEWS®16-318" DELISINSTADONAN SIDE SHOWN MAv / 45 4fi 4] BE USED ON ANY SIDE OF THE id 35 FROM END. / FOR WINDOWS WITH WINDOW. 114'MAX. 0 BOTTOM LOCKS: SHIM j N1DOR pIILING SHI114 MA%. BUCK 50 �O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE I i• SELF -GRILLING � SHIM HEIGHT SCREWS USED INTO WOOD AS PER TABLE 2, EMS(G5), SEE B5 SHEET 2. ALL WOOD BUCKS LESS cl TABLE 2, OG—J 30 T FROM END. THAN 1.1 a' THICK ARE TO BE SH SET 2. SASH CONSIDERED I% INSTALLATIONS. IX EXTERIOR NSIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO RpI^/// HEIGHT SUBSTRATE. WOOD BUCKS LJLJ 16 OR GREDAS 2I ARE 1 XB TRACK L USE EITHER (MENU USEEITD) MAND YBE DESCKS IGNED Q OPT. B6 65 LATCH OR (WHEN USED)SHALL BE DESIGNED a 12)1' 01 30 6q BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL EGIBOX INTERIOR 31 TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME n1 I LFRAME WEEP LOCATION:6 Sir DESIGN AND INSTALLATION IS THE SHOWN UD�`� FRAME NOTCHESAT 80 FROM SASH END. RESPONSIBILITY OFTHE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. _ _ EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION lu INSTALLATION B \ 66 ALSO REFERRED TO AS DAYLIGHT OPTION4 .11� CTRSVII, ( OPTION �, rlr�ew I°e ' 67 OPENING)ISMEASURED FROM ANCHORED THROUGH ANCHORED INTO METAL Oegdlnp Cade 1 BEADING BEAOINO. FRAME INTO METAL E"'e'neoDbi9- EQOAL-LEGI00% OO❑ 1I4" MAX SHIM \U I I1111 /FRAME INTO METAL Ea imf n Dalet/ { Revlalan: FRAME SHOWN Orleo- %1.25" GIINSF'.�( M�DadaPmducl ? : FP / .2ENO ANCHORS J P; WEEPMOLE REQUIRED IN VISIBLE LIGHT FORMULAS N458705 WICOVER (� O FLANGE OR - * t * — 2.0E FROM J9 EQUAL -LEG WIDTH ] ® pee4HPllon: Oroxn By: EACH ENO. FRAME SILLS ®SASH:BUCK WIDTH-6112' —��Cc� —' a 10]O TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSI<I ® FIXED LITE: BUOKWIDTH-4-310' �� '. / 4v -- • •. %OEOF Qp, N. VENICE, FL N2)5 pale: HEIGHT (EOUPLLITEI ��(C��,<ORIO?.�'' \?: (941}4BO.10UD ills: S G SINGLE HUNG WINDOW INSTALLATION - LM OS/15/1'_� VERTICAL SECTION B-B BUGKHEIGHTl2-J-15I16' 'IiISAONAL �Nd�� Ep>YI1,6HI'..IAH II II II\1\\ N.TYMI19REEFJiMVN Adv/MaOet Seole 'T '96 No. A. LYNNMILLER,PE. QERT. OF ADM. N29295 SH-5500 NTS 3OF 13 MD-SH5500-01 9 P,E.X SBIQS INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL IFNI FIN INTO 2% WOOD FRAME OR BUCK -STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J-CHANNEL EMBEDMENT AND EDGE_ FRAME DISTANCE PER SUBSTRATE, SHOWN I I SEE TABLE 2, SHEET 2. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME IN 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET, 114- MAX SHIM BALANCE (PE VARIES LIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2% WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. n 114-MMSHIM UU L114-MAX SHIM EDGE �a .J WEIGHT 54 3pc TYP. ANCHOR TYPE, DISTANCE Q C 1 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. y EXTERIOR /Iaa _ 18 (NAIL SHOWN) �7 �- FI%ED VIGIBLE a FIXED 19 2010PT.SASHTOP J-CHANNEL) --I LIGHTWIDTH VISIBLE LIFT RAIL FRAME IF-' 1 LIGHT FORALLWINDOWS: NOTED: SHOWN HEIGHT 1 ANCHOft®3.55' BUCK WIDTH 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C L 49 21 CENTER. SUBSTRATE -APPROPRIATE Q 22 FOR WINDOWS ANCHORS LISTED ON TABLES 253 °eFc e9P EDMENT FnVFO MI II I ION. FBC T2 OVER 36'WIDE: OF SHEET 2. FOLLOWEMB AND EDGE DISTANCELIMITS. ANY 0 AOD ADDITIONAL SCREWS ®1&31B' INSTALLPTON OPTION! MAV 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK HEIGHT D 50 50 BOTTOM LOONS: 0 16 2) MASONRY ANCHORS MAY BE ADD ADDRIONAI SCREWS ®R9/0' USED INTO WOOD AS PER TABLE 2. 85 T FROM ENO. SHEET 2. ALL WOOD BUCKS LESS BE 3D 1 THAN 1d?THICK ARE TO SASH CONSIDERED IX INSTALLATIONS, EXTERIOR VIBIRLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT DSE EITHER UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS HEIGHT LATCH (BROWN) DEPIOTEO AS 2X ARE 1-112'THICK B6 16 ORBOTTOM OR GREATER. I X AND 2X BUCKS ORBOTHEET OPT. ]). (WHEN USED) SHALL BE DESIGNED LOCK(S65 81 30 TESTED UNIT 63 TO PROPERLY TRANSFER LOADS LOCATION: 6-518' INTEFII) 31 TO THE STRUCTURE. WOOD BUCK ENO. WEEP FROM SASH DESIGN AND INSTALLATION IS THE NOTCHESAT 6o p RESPONSIBILITY OF THE ENGINEER EACH END. fl NOANCHORS OR ARCHITECT OF RECORD, 011 REOUIREDINFRAME 3) VISIBLE LIGHT MOTH OR HEIGHT 7 SILLS IF ANCHORING THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 04'MAX BEADING TO BEADING. INTEGRALFIN Sl FRAME SHOWN o 1 2T' X 1.25- WEEPHOLE -T- OWICOVER ® 2.8T- 1 30 FROM EACH END. O TYP. ANCHOR TYPE. EDGE) EMBEDMENT ANDEDOE DISTANCE PER SUESTMTE, SEE TABLE 3, SHEET EMBEDMENT — (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D=D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- -.1. — uMF J T111.0 CHEET. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -&ln- ® FIXED LITE: BUCK WIDTH -M3/e- HEIGHT (EQUAL-LOE) BUCI(HEIGHTQ-3-ISIIB' 1/4' MAX. __ SHIM k10 ORM12 BTEEL - SELF -DRILLING - SMS(G5).SEE TABLES 2 8 3. SHEET 2. INTEGRAL FIN �j C FRAME SHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGH I I I I I I n. INTEGRAL FIN INTO METAL * NR. 58705 'III )IIIIII" A. LYNN MILLER. RE. _ PEA56705 FINANO/OR FLANGE REMOVED IN -FIELD 1/4'MAY. SHIM I-- EDGE DISTANCE EMBEDMENT =EL FRAMING OR STEEL STUD. ttP. ANLHOR ttPE, INTEGRAL EMBEDMENT ANO EDGE FIN DISTANCE PER BUBBTRATE. FRAME CEE TABLE J. SHEET 2. SHOWN (NAIL SHOWN) EXTERIOR INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) PRODUCI' REVISED BuHomyJyin6`vi161M FIo2& diog CnJ 0.[teplenEeaeplenm Nv ::'L E im o Dom %LYLI' By nrmct .,a. P,,,d°u Cm rc��j P, A TECHNOLOGY DRIVE J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSU MICE. FL 34275 plle< 9alc <66-1s66 SINGLE HUNG WINDOW INSTALLATION - LM O5/1911h carrmoxlwon PonxounnlFg.Ixc. s.n../uoen: xm.; Sb.[l: oro.uq xo. r„o- "LRI°°"°�'�'W° SH-5500 NTS 4 OF 13 MD-SH55OO-01 RT,OFAUTH.929296 M. I T/B'NOM. —^I ]/B'NOM. I•� �-I NB'NOM. I� I 5/t6"PIA PVB 5/16"AI P 5/16' A/A PVB 5H6° NA PVB — 5116" HIH SG 7/16"AIRSPACE 7116" AIR SPACE 7116" AIRS 318' AIR SPACE 3/8° AIR SPACE 1/6" A GLASS 1/8" A GLASS 118° T 3l16" A GLASS 3/i6" T GLASS a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR O' ""-- ]B1B - • 16]B 1618 1&]0 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 5 WHO—� I ]/B'NOM. �•— Imo— ]IB'NOM. I-�— I I )IB•NOM. I 511 I 5/16" --I 5/16' H/H SG ---JM 7/16" A/A SG 71W NA SG 5116- AIR SPACE 7/i6 3/B" 3/8"AIRSPACE 5/16"AIR SPACE ----� 1/8' T GLASS i 3/1 3/16" T GLASS 1/8" A GLASS EMERIOR EXTE0.10R • aEXTER10R � • I0.]Y 16]8 1619 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 10 I I 7/16" A[A SO 7H6" A/A SG. 1Q'NOM.GU55 pU55 TYPES B THROUGH 1 O 1/4" AIR SPACE 1/4" AIR SPACE 3/16'TGLASS J T&)B BRETYP. MAY NOT BE USE., 311W A GLASS WITH JONANNEL OR • FIN FRAMES aIWERIOR aWERIOR 72 74 INTEGRAL i, B, 11, 1] SlZYNOT �l0"19 ]&m 31 'GVSSTYPE65. A BE USED IN PM1OOUGTRRYISECI llrc FLdGLASS TS • THEHVHZA9OME30'. TYPE 15 GLASS TYPE 16 cvumplyingwilM1 Pa 1, co0< 5E�7RIOR 30 NY YNoN..5FM��_n-T Miw 1 ndaPmduslC* i No. 58705 GLAZINGNOTES; _ *' -� ;' _CmcrlPllomTYP. SISIT=TEMPERED GLAZING DETAIL ANEALED -H'=HEnr sTRENGTHENEo A :, 72- Ii ar ?OT. ST iE +orO TEDHNOLopr oRlYE FL3275FOePVB'=.090-TROSIFOL GLAZING DETAILS j-LM 1�05;11 PVBBYRURAAYAMMCAINC. OFN.VEMOE. O '•F[P,'�(BI1N00.16006W' SINGLE HUNG WINDOWEINSTALELATION5/15 SENTRYGU5®BY XURARAY AMERICA, INC. �s� _ SbeL e410 No. Rem. 6' HM SG "AIR SPACE 1!e' T GLASS aEXTERIOR ]bl0 VB PACE GLA55 EXTERIOR Ib]B HIH SG AIR SPACE 8' A GLASS a EMERIOR ]bI0 JAMS TABLE 4: •.Now Dwbn Preeeurt. B]elRl e,tnt a. BDo W dt bvl R] FmtlWNrvt u•n the• SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. MEETING RAIL EtlEpvt II SASH a .IHI\IjII ILY HEIGHT SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 6 6 7 & S IREINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, Z) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. S) FOR SIZES NOT SHOWN, ROUND UP TO THE NE%TAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. .no. ' � nlm, s..n maA.la ur vl++ •®'MnJw alsxmn -I. H+a,l u4Anl De.Ien P,neeurt,lh.m` Nlneen OueFWMn 15.9 szus Emnni. sLm.9wwB. +Isn.+9ero eso •M.o EN4Ne 11.•N.IO.l15 • 90.0 .05.0 N. 40.0 OlebvOPmAw 119ri.115!] Oe0 .10.0 .050 �100 OS.SIl.im •n. .r00 +rtS.A -100 9+eMn0'Cglpe A4V.11", arse Tmwm n.wnmvs p9.o Jog 61WNPrvYnx IeAll.0 •65.0 700 6bnn1 11.]11.111I! .ef.0 �)Oo W1.0 JOo T/4e1 nn]�fl.Bll w0 .]00 •�A l00 LmNmsn. zesn.nsez .os,o aoa A JA.A 61WeN Wlley 3].SI1.A51¢ • .iqo .N'A EpulJlle A.511.}fdle • e05.0 ..100 .. 61eNrt0PrtN]n Ir.¢11.A51e . M•v.o -100 Cuelem 5ke .... • Ao JOo ¢Mrlwl iln IIA..il ll510 ASO •05.0 u4a m.w.xvu m90 .]o.o R. �mo Silidld Al4 ID.11r.11 iOE I p .l. w 91aleWEPMnx 1.A515 �w.0 .09.0 91Mu1• I'll Hill p ielkal ]l.AO�]16M +050 J00 TWA 91•tlNGAlew M5 p5A N0 �100 y EpnIJXr .. ID.. DSII910 7050 J00 eM0 JOo Z em5lre f011r.9510 �eSO JO.o .OSY ioA loins Pil slna.m rmJw, rz5lnme+5 ao.a esB Joo bin 94e IIAu�11515 ¢So .F Iwo JD.o gnmm 0tle p.¢I.. tl ¢ •090 10.0 .05.0 20.0 6b.1er1 I1.]I1.1151¢ . J0.0 7wd }el4al N.011. •Idll •0Eo -r0o SIWn0 Wl4 1.51]�H -r0.0 Epn11Ye l�]1310 3]S11�A310 •eS0 .AO •45.0 J00 glrGMpMew .050 7pA 700 0 am5he Afll.]]. S+e Cuelom ¢Ye I1.51i�Alle .e50Sl.]I.. 1.¢V.IL¢15 .n90 , R01r.t1. •¢S.o 6hTw�• I+.W1.1].610 •oS0 MS sBSD-hill .n5.o .wA -00.0 ]e.11.0B JOo Epnun. SSn �b ele .io0 n aemmsY. usn.vole 7F .efo amm.�9ww... mmrss pn4vn6he Es.511�N.0+0 .OSO AI,! 9M0n1 85.515. M.¢IB + �I0.0 •01.0 .005 Eval;m mmr.u, m&o .wA Joo w 1�b.91e �09d dl] BU ry yIO.]5. •94n •65.0 COS vl.le T.N.1 nn.,l TW4 Iego -roo .mo eAs '"'MIN. SASH . NP•• Ol4 r 61 Overon PnSson. ro.m' ss o].TDD W er •XMMpune urx •Inf ANCHOR GROUP AND QUANTITY. V JAMB MEETING R/ IL SASH 1 i3 HEIGHT SECTION DETAIL FOR WINDOWS WITH I LEVEL R2 REINFORCEMENT & GLASS TYPES Ell 6 1 & 8_ I (REINFORCEMENTS SHOWN IN FIGURES ABOVE — APPLY TO ALL FRAME TYPES & CONFIGURATIONS) Irf OIJUL9RI:vISED will. llw 64rtr,1: Ouildi9&Cod Accept oo Pb IT 63O.Dg4 f=WIND W91rcl �Ii1NT 50.1]fi RM Ivn: P. Fbn' ON 4 2L,'r Miomi Sddefndod I _ ��•':��' I�.'W� DESIGN PRESSURE TABLES JROSOWSKI 10T0 TECHNDLOGY DRNE -0 ST TE0 ((i. N.VONICEFLM06 �bl r . (ORION.-" ; s "'-.."..'G` '' S/ONAL • °nNea'B°° Rile: SINGLE HUNG WINDOW INSTALLATION -LM 05/16M — 'i]lnnlnsss5l O' cupnpaxraAt, vorx+9vemlEe,luc. nz wol.ls l+E��.To s.H../Mcdnr: SH-5500 smr•: NTS sn..c 6 OF 13 I]re.xe No. MD-SH5500-Ot Rn.: L4 n. LYNN 68 05 P.E. P E.q BB>OS DEBT. OFAUTH.IWS. - TABLE ]: .�.]p. Bmwn Wn De.Ipn Pnuvn. N.m' .� ._.�. o�nW.M Rml W a>titlsevea NlEnryp b 6SF1 N m n.) SEA TAi m It. L I er .m SEE TABLE I •'MIN. BASH NOTES: 1) USE THESE TABLES FOR ALL WINDOWSINSTALLED THROUGH THE FRAME. ]) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AB PER THE FIGURE. 3) FOR SRES NOT SHOWN. ROUND UP TO THE NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. o..bn vr.. nlmm' !se^Pe p! � mn PN -Woes Bva lV LYAFZv ,�,,�0•..CEN'..!i1j� 'ice No.58705 - O'• ✓� Z `'7. �= pO ••. STA I /•(pJ�� 1070 TECHNOLOGY DRIVE N.VENICE•FL3a]i6 60 •. ATORIOP,.' ��� IFS (B11}pp0.1600 E(7 `. �SZONAL ooO.M.w ALYIM1ew? P.E.p SKIDS CERT.OF U�R1Bi0B HEADER MEETING RAIL JAMB EnFggn a SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT 25 8 GLASS TYPES 9-16 SILL (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) SASH HEIGHI a� I TYPESBTHROUGH I 'GLASS 1B MAY NOi BE USED WITH J4I ANNELORINTEGRAL PRODUCT REVISED NeFlMm. - 'tl •FIN FRAMES veamddm; Wlm mmaup cone `, A11e�n1 ode I _ I on.n ey PRESSURE TABLES JROSOWSKI HUNG WINDOW INSTALLATION - LM 05/15/1: Srnlr: Sn..h PmInO Nn. fln+ B 500 NTS 7 OF 13 MD-SH5500-01 3.500- 3.600" 3500 3.500• l� 062' �- .662 y�- .062"- DI . .060" }I .'I 1.184• 1 1.403' 1.483' 1,403" IA6T .0T0 L o� � L a o II a,a• _ GHT SASH HD SASH .150" .625 OYCHANNEL FRAME '625 O OFLANGE FRAME IT OHEADIJA B OHEADJAMB FIN FRAME EQUAL L5G FRAME 23 REINFORCEMENT 05 REINFORCEMENT 1.3T5 HEADJAM6 HEPDIJAMS L I 070' 1.102' I-�- 3.483" 3.403• 3.403' -^i 3463' -T .Ofi.0T0- .062- � �-- .062" '4�'- .062" .TOf• 10]6" 104t• O � �il�- T V V U V -Fy 1a3r t� -.-. Ia40" .139 204T IFS\ II'�11 2.444' 2.4 b1' � td4d' STANDARD NOMEETING FAIL 26 MEETING RAIL 0REINFORCNFORCEMENT REINFORCEMENT . 0�01 625 1 0001 yCHANEQUALLED NEL . FLANGE 1.3T5•F(�D FINFRAME FRAME SILL SILL rFRAMESILL 1SILL Imo- 1.872' 641' -`-� I JI I-��j'��� I �JII - -I1� e 1-'��.�..0 l 1315'}I-�L��I 1.4T2" w- . - 1.665 1.3T6' U (IIS dill 2.b6' (uj t6J0' IIIIIJJffrrrr(--,-JJJ-111'IFFFiiiLLLLr-1^-JJJr JJJ{{{`�--- .065' Afi5• 1.JT5' - .5BD' AT1 .590'Tar 355' ,D50' 050' 1 1231- 1.0m. 061V 1 PT RAIL N MEEVELED TING RAIL I6 SASH HAIL P BALANCE 10 SCREWCSASHSTCOVER 19 `NfERLOCK 30 `NTERLOOK COVER IFTRAIL 21 INTERLOCK E]T INTERLOCK COVER PRODUCTRE.VISED omplyi:rgwlN ibe FlmS:la Ac,xing Cede o�pp lln ullrp wp�oe ttt O Rwo,,n: 4fi71 .316' `2� rhnr .as- -�{ r .1T5' :. * : No. 58T05 : : _ * G -TI' �O✓��I,TOL02Y0RIVE WINDOW EXTRUSIONS DJER O�S' OWSU .035ATE F IAMI IG EXTRUDED ROLLED N.VMCF35 II BEADING 9U SCREEN FRAME 91 SCREEN FRAME i��s `:`40RIDI!.. G��C (9411A60-060p RO`' Dole: e SINGLE HUNG WINDOW INSTALLATION - LM 05115/15 'Orr ONAL EN t`mrml6xreeon r1111111111 POi mOuaOiIES.INC Snlee/Medeh Saab: SM1eeF. Drowing Ne. "71 A LYNN MRLER,P.E. ♦unnNt6RFsmvEu SH-5500 NTS 11 OF 13 MD-SH5500-01 - P.E. GBTOS CERT.OFAUTH. M9295 TABLE 12: BIII of Material Bill of Material, coot. Pan# Description Material is part III Description Material It 62 0 S ngle ung Frama Head & Jambe - J-Channel P C 45 720197 uto oc Mechanism C 51ee1 Dnc 1 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 $weep Lock Casl 3 620103 Singia Hung Frame Head & Jamoo - Fin PVC 47 720195&6 Auto Lack Corer Assembly Cast —no 4 6201" Single Hung Frama Head & Jambs - Equal Le91BOx PVC 48 76X1180PTX #6 x 1-1/B" Ph, FH SDS (Auto aM Sweep Lock Screw) SS 5 620105 SHIDH Fame Sill -J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Casl Dn 620108 HDH FaSill 77XPPA 66 N x 3/4" PH. PH SDS (Keeper Screw) SS 7 620107 SHIOH Fam¢ SIII -Fin PVC 51 A20181 VR Bill l Till Latch Comer Key PVC B 62010B SHIDH Fame Sill - Equal LeglBo% PVC 52 42D782 VR PUII Rail TIII Latch Comer Key PVC 14 620131 Fixed Meeting Bell PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Scmw) SS 16 620129 Sash Rail (Sides, Top & done.) PVC 54 420183 Tilt Latch PVC PVC 17 620134 Balance CoSer PVC 55 420184 Tit Latch Retainer 78 620153 Sash SIDp/Scaw Corer PVC 56 720207 i' TIII Latch Spring SS 79 620756 Pull Rail Inledock 6005 T5 AI 57 420188 Plastic Tilt Latch Finger Pull PVC 20 6201" Pull Hall Inledock Corer PVC SB 720192 Metal TII Latch Finger PUT Gast Dnc 21 620157 Beeeled Inledock SODS TS At 59 9201BO PIw1 Bar Comer Key PVC 22 620145 lideWed Inledock Coley PVC fi0 720206 Pivot Bar SS Casl Zr. 23 620150 Llghl Sash Reinforcement 6063 T6 At 63 ]20191 Sash Pull Handle Cast Doc 25 620152 HD Sash Reinforcement 6063 T6 Al 61 720194 Sash Pull Handle Wllh Lerch Assembly 26 620153 Standard Meeling Rall Reinforcement 6005 T5 At 65 7834FPT #6 x 31C Ph. FH SDS (Pull Handle Screw) SS 27 620154 HO Meeting Rail Halmoreamern 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Doc 30 61644 Wealhersldp, .187° x .2]0' Fln Plle 67 77858B #B x 5/6" Ph. FH EMS (Slake Plate Screw) SS 31 60300 Wealhersldp, .180` x .300' Foam Bulb Flex PVC 72 720135 Laml LG. Beatl PVC 32 61719 Wealhersldp, dof x .22P Fall ]4 Backbedding, GE 770D or Dow 791 Siilcone 33 61825 Weatherstrip Plug, 220" Flnseal 75 71646N Setting Black (7/B" x 1" x 1IB°), BS+/-5 tluro. EPDM 35 7BXIMITT qB x V Ph. PH SDS (Inledock Mounting Screw) So 81012 Extmded Screen Fame Alum 36 7BXJTIPX 0 x T Ph. PH SMS (Meeling Rail Screw) 410 SS et 610 11 ROI)-Formetl Screen Fame Alum 37 716695P Meeling Rell Screw Support Plate 6063 TB AI B2 7CKGLB21 Screen Comer Key for Eximtled Frame X 4 PVC PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 38 72021O Weep Hole Gofer 84 47041 Semen Comer Key wure t Pull Ring X2 PVC 40 720X)OW( Constant Force Balance SS 41 #e x 314" Ph. PH SMS (Con. Force Balance Screw) SS BS ]CASPM Tendon Spring 42 Spial 6Rlance 86 61816C48 Screen Clelh Fiberglass 43 720205 Spllal Balance She. Nylon 87 81635/81814 .140" Screen Spline (MachlnelHantl Roiled) Vinyl 44 7BX114FPAX #B x 1-11V Ph. FH SLITS (Spiral Balance Screw) 41O SS Part Description Material 76 Kommarling 43G TPS Spacer System See this 77 Owl Super Spacer RM with Hot Melt Butyl Sheet for 78 Ouanex Duaseal Spacer Materials 79 Cardinal )d Edge Spacer NOTES: 1) PVC BY ENERDI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER COOS. 2) ITEMS 0.13.16, 74. 28.20, 34, 39. 61. 62.6E-01. is 73 ARE NOT USED AND ARE NOT PART 05 THIS APPROVAL. m1 * No.58705 SILICONE HOT -MELT RU I•., STRUCTURAL SILICONE .. 3116"NOV STRUCTURAL 1I4"NOM, FOAM POLYISOBUTYLENE WITH WRH DESICCANT DESICCANT FXT(a ASS EXT. GLASS EV \—INT. GLASS Uvj� `INT. GLASS KODISPACE 0SUPER ie 4SG TPS SPACERVuNXT'"' DURASEAL0 a SPACER POLYISO- DESICCANT FILL Ar" BUTYIENE r5I16"NU" SEAL Q SILICONE^ - ROLLFORMED _ NLEB$ STEE i T. GLASS PINT. I GLASS XL EDGE'" 7a SPACER TECHNOLOGYDRME BILL OF MATERIAL (BOM) J ROSOWS IO- 14CE,FLU275 pale: �eo-tecD nu°: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/1;; CCMROmR... — r Fca a�eaE'min Ser(nNedel: Smle: Sheet w OE eIRH rosxaa SH-5500 NTS 12 OF 13 MD-SH5500-01 R OPT. PULL RAIL INTERLOCK COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAMEWELDS FORCE FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN. PARTS 0 1 9 S. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 66 T. 4) USE ELIDED SASH TOP LOCKS OR SASH BOTTOM LOCKS. 0". SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE NTH LATCH SASH ASSEMBLY DETAILS OPT PULL EXTERIOR c:;, OPT. BEVELED NTURLO( & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ATTACHES To 4 wmoyiilg %, (11 11'a CVjc ........ . 17 kp . . ..... . . .... ... .............. . q 0JAY LYNAI 'I,Ny 0" 4f, '.fn C E N,. 13 W 58705 : * 0� - Q�- ZU --T EXPLODED ASSEMBLY EXPLODED ASSEMBLY Dyw�nGy. WSKI SOWS 0- J ROSO 7o7o-rEcHNoLoGYnFuvE N. VEWCE. Fl, U275 M117 SINGLE HUNG WINIDOV%INSTALLATION - LM 05 15/1 NE OF AZOnION # (941)A80-1600 - 'ONAL A. UUW"' LYNN 'PE. 0 NTS 13 OFF 11 h qH55001-01 ----------- DEFT OFAUTH #292% PAR511705