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Building Permit Application (2)
3 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBXHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NID-SH5500-01 titled"Single Hung Window Installation - LW', sheets 1 through 13 of 13, dated 05115115, 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®NXTT"z 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 51' 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. IS- 9.05 Manuel lrere4P.E. Product Contro x 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(cols 4uED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowmm) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass InterIayers"dated 01119/17, 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 09115116, 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 51h Edition(2014)and FBC 61 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. I5-OS19.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishad Chanda, P.E. (Submitted under previous NOA No. 16--0714.03) G. OTHERS 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 expiring on 07/30/20. ' Man Per P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28-116'MAY-O.C. 41s/8•� �H ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS IS_ 54"MAX.BUCK WIDTHORARCH-TOP 12"MAX.FROM MAX'O.C.00 HEADER(SIR FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(ALL - LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL FRAME SEAM 30' 12'MAX. _ /_ 1WINDOW TYPES) YdINDOW TYPES) B,6EE _1~ MAX.O.C. �`" SHEETS //// 10°MAX.FROM 52-1/8'MAXSESWIDTH S �r 1-1/4' A,SEE r' '� 12'MAX // FRAME SEAM D,SEE�—� 6&9 I 1 B.SEE 30'MAX O.C. -12'MAX SHEET 3+ FIXED VISIBLE _L_ SHEET 4 ����IIII 111 SHE ET3 I LIGHTWIDTH L�, !4 SEE r 12'MAX. I B.SEE SHEET 3 l 30'MAX O.C.+�1Y MAX. C.SEE SHEET3t 1 FIXED __ SHE674'` BLE -SEE EQUALLY !I / 17-7MAX.O.C. SPACED I / LG EQUALLY IHT 17-7/&"MAX.O.C. B EET3 , / 12 I / SPACED ANCHORS PER / / I TABLES 9-11 I I /HEIGHT EQUALLY f I 17-7/8'MAX.O.C. ANCHORS PER 91.78' - SIS TABLES 841 O I i / �. O I I / MAX ANCHORS PER Q 1 / 82' O i I / BUCK BUCK TABLES 9-11 —7— MAX —T HEIGHT MAX. HEIGHT 10"MAX.O.C. BUCK 10,MAX.O.C. 10"MAX.IO C BUCK AS SHOWN X 4 HEIGHT X I 4 X I I Q . i HEIGHT X i— -- (i ___JJJ--LLL —f L MAX)M/ ) — - L 13-3/4"MAX O.C. I — 137 -3/4'MAX O.C, EQUALLY �` 13.3/4"MAX.O.C. EQUALLYHORS PER LIGHT SPACED I VISIBLE �_ SPACED I�---- SEE ANCHORS PER I AfJCABLEB&�11 I / HEIGHT A TABLES 9-1ANCHORSP�1 I .'.— i SHEETS J / I II 6&9 O AI I 1 6-la"MAX &irz"MAX. &11Y MAX B JNO ANCHORS AT SOL B_ ,JNO ANCHORS l 8 NOANCHORS AT D-�--- 1-114' SEESILLWEEP- SEE SILL WEEP- SEE SILL WEEP SEE SILL WEEP- NOTCH DEMOS, SASH VISIBLE 54"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, 54'MAX.BUCK WIDTH. NOTCH DETAILS. -9HEET3 LIGHT WIDTH SHEETS SHEETS 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 EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH D THROUGHUAL-LITE CONFIGURATION FOR cusTOM coTTAGE coNFLGulu1'noN UP ro ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFGURATIONS) 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). GENERAL NOTES_...............................................1 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)MUSTTEMPERED. ELEVATIONS................._................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME.GLASS&ANCHOR OPTIONS................2 ' ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX....3 4)ALL WOOD SUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL-.4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS...............................—........... AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,AOR. ( ) DESIGN PRESSURES........_.................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........................................ B-10 SHOULD BE SEALED.OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........_...........................11 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. ASSEMBLY&PARTS LIST. .................... 12-13 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E130D. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN OASTM E130M9 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORSTHATCOME INTO CONTACT WITH OTHER •ANSUAF&PA NDS-2D15 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCC REVISED 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. oAlSI S100-12 °0n*lyino with the FIDrA2 10)REFERENCES:TEST REPORTS F L-7964&7966:ELCO ULTRACON NOA:ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,.LTD WHITE&BRONZEILIGHTER AISC WD-10 'd ] O, SHADES OF CAP COATED PVC EXTRUSION NONS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NOS&ALUMINUM DESIVIN MANUAL Acuptmla Ne 7- 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 1`111 Y LYN ��� RevWoft: USER INSTRUCTIONS: �`��u� BF'Q UPDATED TO FBC 2017.-JR- �,,,; 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROMASCE 7. 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW' 6 �� ; 1070TEDHNQLocvoRlVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED INSTEP 1. /�a- I .'• ` 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR N.VENICE,FL 34276'•'. TE (V IItle: p YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i !c( ADP•'• �� (941}480.1600 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. 'i�SS,�'OR•••• � coPYIDmlromv NOTE:DESIGN PRESSURE RATING DETERMINA710N IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.,FLANGE, � 7/DIN1'A,L, 1�1111 All RIG S7 Serfey/UodeE Seale: Sheet prvwGlg No. Rer. INTEGRAL FIN OR EQUAL LEGIBOX). ALYNN MI[LP.E SH-5500 NTS 1 OF 13 MD-SH5500-01 B P.E#587M CERT.OF A(ITH.WR9296 TABLE I:ALLOWABLE GLASS TYPES Frame Glace Frame Frame Glass Design Description(Ucted from Exterior to Interior) FrustumFrustumType Taableble# Sheet Types Options ConOgw Shapes Installation Options that maybe used 5 TA'Laminated I.G.:1/8°A Exterior Cap+7/18•Air Space+5/18"Laminated;(2)Liter of 1/8'A Glass with.090•PVB Intedayer 4,5 6 (see Fig B) (see Table 1) (see Rg A) (see Fig C) 8 7/8'Laminated I.G.:1/8"T Exterior Cap+7/18'AlrSpace+5116'Laminated;(2)Utes of 1/8'A Glass with.090"PVB Intedayer 4,6 6 ....Into 2X Wood Frame/Buckstdp-street 3,option 1 7 718"Laminated I.G.:3116•A Exterior Cap+3/0'Air Space+08'Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 Range Equala.ite, Square/Rect., Thrwrgh the franre....into Concrete/CMU-street 3,option 2 (412) 5-16 OdellProNew Atch-Top& of the vAndow.—. through 1XBuckstrip into Concrete/CMU-sheet 3,option 3 8 7/8'Laminated LG.:3116'T ExledorCap+Stir Air Space+6116r Laminated;(2)Utes of l/W A Glass with.090"PVB Intedayer 4,6 6 &Collage Radius Top 9 7/8'Laminated LG.:tA•A Exterior Cap+7/16'Air Space+5f18'Laminated;(2)Liles of 1/8•H Glass with.090•SG Intedayer 7 7 1 Into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:1/8•T Exterior Cap+7116"Airspace+6116'Laminated;(2)Utes of 1/8•H Glass with W SG Intedayer 7 7 Box/ Equal-Late, SquerelRect., ....Into 2X Wood Frame/Suckstdp-sheet 3,option 1 11 71W Laminated I.G.:3/16°A Exterior Cap+318'Air Space+5/18'Laminated;(1)Utes of 1/8•H Oleae with.090'SG Intedayer 7 7 Through the Game ....into Corncteta/CMU-sheet 3,option 2 Equal-Leg 5-18 Ori Cone ew Areh-Top p of the window....., throw 1X Buckstd Into Concrete/CMU-sheet 3,option 3 12 7/61 Laminated I.G.:3/18"T EctedorCep+3I8•Air Spars+5/18°Laminated;(2)Ube of 1/8•H Glass with.090'SG Intedayer 7 7 �y) g College Redlus Top � p 13 7/8'Laminated I.G.:1f8'A Exterior Cep+5116'Air Space+7/16'Laminated;(2)Ube of 3/16"A Glass with.09T Be Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8'Laminated I.G.:1/8"T Exterior Cap+5116'Air Space+7118'Laminated;(2)Was of 3/16'A Glass with.09D"SG Intedayer 8 7 Through the ....Into 2X Wood Frame/Buckshlp-sheet 4,option 5 16 7/8•Laminated I.G.:3/16'A Exterior Cap+1/4'Air Space+711W Laminated,(2)Utes of 3116'A Glass vrith.090"SG Intedayer 7 7 J-Channel Equal•Ute, Arch-lltect.,Integral tin...... ....Into Metal-sheet 4,option 7 16 7/8'Laminated I.G.:3MW T Exterior Cap+1/4'Air Space+711W Laminated;(2)Utes of3116'A Glass with.090•SG Intedayer 7 7 (#1) 5-8 Orn Conaiew Arch-Top& Through the frame ....Into 2X Wood FramelBucksbip-atmd 4,option 8 8 Coaape RoBua Tap of the window...... ....Into Metal-sheet 4,option 6 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6,7,9,11,13 Through the ....into 2X Wood Fmme/Buekstdp-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Mt Equal4Jte, SquemJRect,integral fin...... ,...into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment tl THE HVHZ ABOVE 30•. } 5-8 Orld/ProAew Arch-Top& Throw the frame Into 2X Wood FrmnelBuckshlp-sheet 4,option 6 &Cottage Radius Top �' P.T.Southern Pine(SG=O. ) 7/8' 1-W of the window-..... ....into Metal-sheet 4,option 8 #10 SMS Steel,A36' 318• 0.050' •MM.OF 3 (steel,18.8 S.S. Steel Stud,A853 Gr.33• 3/8' 0.0451. 18 Ge.) THREADS or 410 S.S.) ( BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •A'=ANNEALED A Aluminum,SW3-75' 3/8' 0.050' METAL P.T.Southern Plne(SG=0.55) 7/16• 1-/8' SUBSTRATE. O O -r=HEAT STRENGTHENED 3/16"steel Ultracon Concrete(min•2.85 ksi) 1' 13/8' T=TEMPERED 'UNGROUTED 6r ?VB"=.RAYA ERICA.I PVB Ungrouted CMU,(ASTM C-90) 2-1/7 1-114" CMU'VALUES j/ BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9118' 1-/6' MAY BE USED Lk -SG=.090•SENTRYGLAS® #12 SMS Steel A36' 3/s' 0.050° FOR GROUTED d-CHANNEL INTEGRAL I=1N INTERLAYER BY KURARAY , (steel,18-8 S.S. CMU // AMERICA.INC. or 410 S.S.) Steel Stud,A653 Gr.33' 3/8' 0.0451'(18 Ga.) APPLICATIONS. %� O O B Aluminum,6063-T6• 3/8' MOW 1/41 steel Ultrecon P.T.Southern Pine(SG-0.55) 1" 1 TS, EQUAL LITE ORIEL COTTAGE 1/4'steel Creteflex P.T.Southern Pine(SG-0.65) 1' 1-3/8• FIGURE C:FRAME SHAPES v 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1• 1-3IB' --j BUCK WIDTH— BUCK WIDTHI+— BUCK WIDTH{_- FLANGE BOX OR EOUAL-LEG 1/4'steel Ultrncon Concrete(min.Z85 ksl) 1" 1-3/4' C Ungrouted CMU,(ASTM C-90) 2-1/7 1-1/4• F ' / Material Min F Min.Fa 1hr steel Cretellex Concrete(min.3.35 kal) 1' 1-3/4' T o 0Fr C Steel Screw 92 ken 120 kal 1/4'steel Ultracen Concrete(min.Z85 ksl) 2-117 W14' ru litw x x r, x � 18.8 Screw 60 ksi 95 ksi Concrete(min.3.35list) 2-117 1-3/4' x x m cp 114^steel Cretaftex o o = c w 410 Screw 90 kal 110 kal D Ungrouted CMU,(ASTM C 00) 21/7 1-1l4' ce Concrete min.3.27E ksl) 1-1/2' 1�18' m1 m w m - Fka Aggre Gate® 57 kal kel 1/4'steel Aggre-Gator 1 , i i FJeo Uo Crete9 165 ksi 1T7 kai Grouted CMU,(ASTM C BD) 2' 2' i RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Eko CreteFlex® 127.4 kai 169.7 kal 6063-T5 Aluminum 16 ksi 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED ASS Steel 36 kai 58 kal PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 1 33 ksi 1 45 ksl ea wmpiyingwi'Atho FIWWP, Group Anchor Subsrate Mln.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS G10. Suiidbg Code Distance Embedment Acmptanm No)7_M3A4q E 2-117 x.131'Common Nall P.T.Southern Pine(SG=.55) 31W 2-7110' .�`O�Y LYNN,� i,� RM B 2-1/2'Rng•shmdt Rooting Nell P.T.Southern Pine(SG=.55) 31e^ 2-nte° �`��'j`. ��ceMSF•!!��; ANCHORS RE-GROUPED. M Deda Pnxtuet No.58705 #10 Trusshead SMS P.T.Southern Pine(SG=.56) 1W 1•�1e° Q: -J R-06/06/17 Aluminum,8083T5' 3/8' 0.050• (steel,i"S.S. -*: *= ® Oros By- or 410 S.S.) Steel Stud,Gr.33• 318" 0.0451"(is Ga.) = pcsvp0om F Steel,A36• 3/6• MOW AIE 1070 TECHNOLOGY DRivE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF3 �'p''. ' �� N.VENICE,FL34276 P.T.Southern Pine(SG .55) tills' 1�18' THREADS O.t� lV #12SMS Alumintan,6063-T5• 318° 0.083 BEYOND THE '� FCOAIOP.• \_� (a41}4801�0 �� (areal,188 s.s. '�i�`S '' ••• C�.` _ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or410S.S.) Steal Stud,Gr.33• 318' 0.050' SUBSTRATE. �'�iNA111L1111�?� ALL wmrrsr ayre+c. �,d e � shay ae.rap X. Rer steel,A38^ 318' o.oso" p,LYN�ti/ILLER,P.E. SH-5500 NTS 20F 13 MD-SH5500-01 B A 6970E CEREOFAUT1t.029298 'INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION -" ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR BUCKSTRIP. 16 1/4•MAX SHIM �•I SEE NOTE 2,THIS SHEET. SASH VISIBLE 17 EMBEDMENT EDGE FLANGE FRAME DISTANCE ^ D� 18 LIGHT WIDTH — _ DISTANCE STANCE SHOWN ` •4 44 BALANCE �1/4"MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, �❑ EMBEDMENTAND - WEIGHT 54 EMBEDMENT 2 ETYP.MBEDMENT ANCHOR AND E, EDGE Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER O DISTANCE PER SUBSTRATE, .SUBSTRATE, •+ a •DIEDGE SEE TABLE , SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR 18 o 87 SHEET2. •� MD VISIBLE 4 FLAN HT WIDTH EQUAL FIXED 18 20 OPT.SASH TOP GE LIG VISIBLE LIFT RAIL FRAME I 2 _ILEGBOX LIGHT BUCK WIDTH HEIGHT FOR ALL WINDOWS: NOTES SHOWN r SFRAME OWN 1 ANCHOR@3SS HORIZONTAL SECTION A-A qg `� FROM END AND AT 1)USE ONLY 0 ` 21 CENTER. SUBSTRATE-APPROPRIATE I 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36•WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @163/8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114"MAX BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4'MAX. BUCK 50 D 16 ADD ADDITIONAL2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ S-W USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 7 SHEET 2.ALL WOOD BUCKS LESS 85 +— FROM END. THAN 1-1/2•THICKARE TO BE SHEET2 �.ilk SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.12'THICK OPT 18 86 USE EITHER OR GREATER.1X AND 2X BUCKS 85 LATCH OR (WHEN USED)SHALL BE DESIGNED Q Q (2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL Q NOE f�kiEEt INTERIOR 80 31 FROM SAS END. ES��IBI ITY INSTALLATIONTION;"IS" DESIGN AND TTHEE EN'TESTED UNIT THE STRUCTURE.WOOD INEER HE FRAME S E o SHOWN ��o EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM a eu epjyjw with raaew EQUAL-LEG/BOX 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Heild", {•, FRAME SHOWN c t 11I I11 I 1 j RAME INTO METAL FRAME INTO METAL at t Date 1 O LYNiv 27'X 125' + ��\ •��•''LIGENSLC �� '�i Nfiam Dade Product WEEPHOLE •-p.�' NOANCHORS �S�•' WpCOVER@ O .. •• FLAANGE " VISIBLE LIGHT FORMULAS * No.68705 ••p ! 38 ,' 2.87•FROM EQUAL-LEG WIDTH •� •• EACH END. FRAME SILLS @SASH:BUCK WIDTH-6.12• --O(..t vdw^P� Dr°°^ @ FD(ED LITE:BUCK WIDTH-4.3W 6 1070 TECHNOLOGY DRIVE=� / J '`tom, FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI . ... - -4 O '. STATE OF HEIGHT(EQUAL-LITE) �� .• �(/: N.VENICE,FL34276 i l� ''•�OR1OP.•'�\_� (041}480-1600 �B' VERTICAL SECTION B-B BUCK HEIGHT2-3-15116' 'i sS/O �NG Oz�� SINGLE HUNG WINDOW INSTALLATION-LM 05/16/15 i, NAL /......1111t1 I sIFUS Drl ��; Saafe: Short O+mHnp No. Rm A LVNN MILLER,P.E SH-5500 NTS 3 OF 13 MD-SH5500-01 B P.EA 5570.5 CERT.OF AUTH.#=96 i 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 I-+- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O IW MAX SHIM BUCK-STRIP.SEE NOTE 2,THIStMEDGEDISTANCE 181f4'MAX SHIM SHEET. TYP.ANCHORTYPE, SASH VISIBLE 17 J-CFIANNELEMBEDMENT AND EDGE C� 18 LIGHTWIDTH FRAME1 DISTANCE PER SUBSTRATE, SHOWN .i SEE TABLE 2•SHEET 2. (SCREW SHOWN) —4 BALANCE �O EMBEDMENT Q TYPE VARIES � J L �IM MAX SHIM 42 WITH SASH EDGE TYP.ANCHOR TYPE, DISTANCE ^ WEIGHT `'i4 300 EMBEDMENT AND EDGE QL.._S 31 Q O (� DISTANCE PER SUBSTRATE. I(^1' SEE TABLE 3,SHEET 2. n 18 ANCHOR TYPE, (NAIL SHOWN) EXTERIOR 87 INTE 3 1 ` Cn7 �v\ GRAL EMBEDMENT AND EDGE 18 FIXED VISIBLE FIN DISTANCE SEE TABLE E SHEET 2A� FIXED 20 OPT.SASH TOP LIGHT WIDTH FRAME VISIBLE LIFT RAIL J-FEEL 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE . 22 FORWINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1f4' DADE APPROVED MULUON,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. A ADD ADDITIONAL AND EDGE DISTANCE LILTS.ANY MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2. SCREWS @16-WW INSTALLATION OPTION SHOWN MAY SHIMM 14 45 46 47 BE USED ON ANY SIDE OF THE 35 FROM END. BUCK o 4 FOR WINDOWS WITH WINDOW- BOTTOM LOCKS: HEIGHT 50 Ol D 16 ADDADDITIONAL #SELF-DRILLISNG SHIM 2)MASONRY ANCHORS MAYBE T SCREWS @ 8.3V USED INTO WOOD AS PERTABLE 2, SMS(435)SEE 85 30 7— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, SASH THAN 1-U2"THICK ARE TO BE SHEET 2. D EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF (>� LIGHT ER UNIT IS INSTALLED DIRECTLY TO i HEIGHT USE CS SUBSTRATE.WOOD BUCKS LATCH i (SHOWN) DEPICTED AS 2X ARE 14W THICK 86 78 OR BOTTOM OR GREATER I AND 2X BUCKS OPT. LOCK(SHEET 3). 85 (WHEN USED)SHALL BE DESIGNED Mi. 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS a FLANGE ANDlOR i INTERIOR 31 LOCATION:6-SM" REMOVED WEEP FROM SASH END. TO THE STRUCTUREWOOD BUCK FIELD DESIGN AND INSTALLATION IS THE IN- I NOTCHES AT 60 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o r� EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN RILLS IF D IN NCHFRAMEING EXTERIOR INSTALLATION ' 7 � SILLS IF ANCHORING 3)VISIBLE UGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 IDOPTION S PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL �'eamPlYin8wi18 the F,[aPida INTEGRAL FIN U4'MAX BEADING TO BEADING. ANCHORED THROUGH i FRAME SHOWN �0 SHIM \`\\I 11111I fff INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) 8uildiag Cogs o Acccplrmm stD.OS �a0 vsF /` �' Rmisfon: By . Dnte I�.5 I 38O27"X 1.25'WEEPHOLE � AQiOtni � W/COVER @ 2.a'- FROM EACH END. VISIBLE LIGHT FORMULAS *: No,58705 TYP.ANCHOR TYPE, EDGE DISTANCE . EMBEDMENT AND EDGE WIDTH T DISTANCE PER SUBSTRATE. @SASH:BUCK WIDTH-8-112' Qeao7P0onr SEE TABLE 3,SHEET2. —�EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8' ���••.• ST�0 I�'�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) �i,C�s'••AlORIDP ���� N.VE ICE.FL �0° �: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT2-3 15/16' '�,�s/ONAL�N�'�` COPY"Mo�7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 7/f/11 I I 1\\\\ PCT V OIJVTRM$INc. INTO 2X WOOD FRAME OR BUCK- AURISa11DRESERIIED Seifes/Modek Scab: ° !N° 9 No. ' STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5500 NTS 4 OF 13 M DSH5500-01 B RE.A 6870.5 CERT.OF AUTH.929M 7/8'N 7/8"NOM. �+- - _ 718•NOM.- --- _ - _ --�{ 7/8"NOM. _ -�-{ 716"NOM. 5116"A/A PVB I 5116"A/A PVB I 5/16"A/A PVB 5116"A/A PVB I 5/16"H/H SG I I 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 70.70 8.79 78.79 76.79 70-78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 7/8'NOM. 7/8'NOM. 7/8"NOM. --.-{ 718'NO 7/8'NOM. �•+- 5116"H/H SG I 5/16"H/H SG 5/16"H/H SG I 7/16"AIA SG I I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5116"AIR SPACE 5/16"AIR SPACE IN'T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS G]EXTERIOR EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7&79 767g 76-78 78-70 767g GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�•{ 7/8'NOM. 7/8'NOM. 7/16"A/A SG I 7/16"A/A SG 1@"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 78 79 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J•CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' 31 ' GLASS TYPES 5,7,9,11.13 7g-78 7&7B 815 MAY NOT BE USED IN EXTERIOR 75 THE HVHZABOVE 30'. PRODUCTREVISEO a GLASS TYPE 15 GLASS TYPE 16 Buildmg Code n 38 11111111/ Acc�tiaa Date`I• '�• `�.� Y LYNry '� a. " o •• GLAZING NOTES: Z*.. No 5870$ *- TYP.GLAZING DETAIL H•=EAT�NGTH®ED = `•� ; 1070 TECHNOLOGY DRIVE GLAZING DETAILS ROSOWSKI 'T'=TEMPERED %O • •PVB"-.090'TROSIFOL PVB BY KURARAY AMERICA,INC. '� N.N.VENICE,FL 34275 Rum •SG"=.090•SENTRYGLAS®BYKURARAYAMERICA,INC. ��'S•'• ORIDP,.••'��`� (911}48IF1600 i NAL� .� _ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 7s/�111 1 1111NG``\ OINa SvfW/Madeh ScaN: 51»et proirin9 No. Rer. A.LYNN M0IER,RE SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.EA#68705 CERT.OF AUTH.M2 M TABLE 6: TAB E4: 01-1ype adtwn sasn TABLE al.- 2 a D-Ign Prenure,Jos 010 • pcaOnPeaEure,8aR 0.47as tnRaP® M16ow mP Oe) 07&8 119 H.W sham u tD48 5222E _ -- 463A/-70.0 _ 11t1nL Lewl 235 Ee.Hn• 1tW4 +09.0 -70.0 +85.0 -70.0 Ret.6 l.wi M FerAw'w0.&.•3h.h•. 61010R1 C•tbpe U-617.15.5m -no -7a0 .150 •m.o 1m FWdDwhdarmd.esh•ir 2E Ep.L31• 115E3.145t6 +010 -7.0 +85.0 -70.0 SEE TABLE 9,SHEET 8 FOR st•edod R**W 11.377.11= 4aso -mo -MA -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TeDW 21517-25.m8 485.0 -Tao +ash .70D ANCHOR GROUP AND QUANTITY. at•nd.d Cctt•p• 20.OW-=AW 4610 -m0 +fi4A -m0 91.315 E09W1e 1T.E17.20.957 4610 -70A ♦0&0 •7a0 6lxdwd Pogm 14.517-17518 +BSA -70.o +dSA -70D - c l,T,..44t 11.3R-44.Sm +010 -m0 4e&0 7a0 0 T•OW TM3.31.011 4ftO -70.0 465A 70.0 Wtlae6h0 21517-T.5a2 4610 -mm 4m0 MW 61W.d Cdt•p4 21517-2&518 405A -m.0 4WD -MO O HEADER 44 FA.HBe 2D.517-23.51E 46a0 -70.0 .e&o "mo HEADER 60nd•N P(OAII! 7T.517-20.618 4e10 -m.a 46D 7a0 23 CLd.nS re 1L517-n318 +65.a -m.0 fWD -MO 23 et1o..•t 11.377.145/6 45.0 -7a0 48.0 -no c T.Bw 51.687.56A11 +88A -m.0 466.0 -7a0 e amd.d Cd1.p 2&517-31.5a3 40.0 -70.0 485A -MO E7aH•• =617-25.510 485.0 -70.0 +wo -mo 0 MEETING RAIL 4a GWO.W PmA- 17.517-20.51E +ee.0 -70.0 46A -Mg U MEETING RAIL 0.I 61. 14.617-126fa +810 -70A -wa Tao 0 20 cD.10.U- 12517-14.5t5 -MA -ma 4C.0 -mo 27 ° EXTERIOR aME•a 11.V7.12518 +a&* -70.0 -No -no �MOR �'L Y T•1.1 3ams-37.sm +BS.o -75 -mD Tao 1�I M d dC*W 2&517-31.277 +810 -70.0 -OU 7a0 V ° Eprtla. 23.517-23. m618 +6&0 - .0 -WA -mo 23 JAMB 49.28 orlon ahn 21517-23.518 +55.0 -70.0 4650 70.0 ,IAMB ' sWd•ndPvA- 17.517-20.616 495.0 -70.0 -MO -m0 MERIOR�. SASH 3 c.anstt. H 5.0 617-17.515 46 -mD ws.o 70.-O SASH a HEIGHT o.b-On 12617-14.518 +s&o -'MO 4e&0 -mo a HEIGHT sh.d.l 11.317-12518 +SEE -70.0 495D -MO LOef 30.617.4L M 465.0 -70.0 +ffiA 7a0 St.dud Cdgp W.617-38576 +86.a 70.0 4WD 4U0 O 23 EQWIse 2&617.MBIO +9&0 70.0 +ESA 700 23 SW,d.d P.J- MM7.2&510 +06.0 •70.0 +651) -70.0 SILL D m 0.1-she m517.23MB +WO 7a0 +65.0 7o.D SILL C.1-she 17.517-MMO 4e5.0 -T!O 46D 7U D Prtem She 14.517.17.615 +6&0 .70.0 +65D 4t11 c.t-sh0 S=7.14510 +650 •70.0 1%2 .07.3 6l.dnt 11.8U-13.018 +8&0 -m0 +�A -Ia.T•ant 96617-4/AM +860 .70.0 445D -MO Cufan sh. 5651749.518 +660 -70.0 +9SD -m0 0 E*2Wb 35517.3851E +650 -70.0 +96.0 -no 75 cL ahe 32377.351it5 4e&o •7a0 +05A -70.0 SECTION DETAIL FOR WINDOWS WITH S1.d.aP,.J-- 29.517.W-510 +9so •70.0 495.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 c.tmrshe 26577.29.510 +MO -m0 +05.0 .0.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE smm�t 7&910.265te +e o -7a0 +96D ass (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& E*.1ree 5E517.41A" +810 •7aa 4WA -70A APPLY TO ALL FRAME TYPES 8 M ILmrn Bh. 3161,.9E51s +850 -m0 +B6A 87.3 CONFIGURATIONS) CONFIGURATIONS) PR0DU(.'r REVISED swd.d P,oM. mma.35518 1"&0 -7aD -M.0 ffi5 4&0 • 0 mc -Mldyh8-ah th F1D7Q 41A4 4b SEE TABLE 10,SHEET 9 FOR ANCH OUP AND QUANTITY. DutId1R8 COdc MIN_SASH HEIGHT a WIND OF�b 7HM7 50.13611 AO�10°OB , 'eieC,e. P T1a°0' L4•J!!J * •No.5870E •:��i Mi5toi ode *= NOTES: %--p ® pm"By. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ^pO ST iE �• 1070TECMOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE �FiS'S,�ONA`ENG`2�v` (941}4eo•1900 5 DOW Ta/a: 05 SINGLE HUNG WINDOW INSTALLATION-LM 05/15h5 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �7771I11 L 111117 1'OT 17D � 11C. e. 9!1.11: p7O ', ; ON THE TABLE A.LYNN MILLER P.E. 'i1118"""�`� SH-5500 NTS 6 OF 13 MD-3H5500-01 B P.E.#68705 DEBT.OF AUTH.02M TABLE 7. TABLE 8' a..7yD. 9atmmwan 1 Om ". BmomS." ate,to at9 OmodmbrWwl smn24hta Oealpn Preuure,mttM ssau 9asgrpamlmaxsl B1an HD19D peamn Pre6wla lbdit7 nameuwr Ru aWnd7 HWaON aaad0weug mvtarq RfInLLmal RaMe®WW" Ra gg N VAIN-sB wldn o 3 Hdomah- --Up-11-4-07 4S 52125 1 64 3 Hdght8n- 18 24 1 32 1 38 1 40 1 40 1 52125 54 285 Egidite 11.394 .roA•ttO.O .70.0 d10.0 .70.0-110.0 .70D 410.0 23.5 Equ"s 114384 .70.0-naa •70.0 410.0 70.0 AID.0 70.0-11010 -7D.9-110.0 70.0-110.0 70.0-110.0 •70.0 1-11a0 SUndard CoagOo 1461T-155711 +70.0•110.0 +7D.0 410.0 470.0-1140 +70.0-110.0 aarmrdomga 14517-158Ta -70.0 4111.0 -70.0 410.0 •70.0•110.0 +70.0-11a0 -7D.0 AMO •70.0-110.0 -70.0•110.0 •ran •110.0 28 Eq-94% 11.SS1-14,514 -70.0 410.0 -70.0-110.0 +70.0-110.0 -70.0•110.0 28 EquS01a 115 8 3-14 510 .70.0-n0.0 71Xa-110.0 +70.0-1140 70.0-11D0 -70.0-110.11 -70.0-1160 -70.0-110.0 -MO-110.0 Staadad PWO ll.SU-11.582 470.0•11010 .70.0.110.0 -70.0.1100 .70A -110.0 5UMam PmAaw 11.3T•11.S52 +70.0-110.0 .70.0-010,0 -70.0 1110 -70.0 110.D -70.0-110.0 70.0-119.0 •70.0 1-110.0 70.0 11&0 HEADER Tallrl 21517-25.286 +70.0 4f0A 170.0-1100 .7aO 410.0 70.0 410.0 Tallest 22.617-2S288 7&0 410.0 •70.0-tIEC -70.0•110.0 -70.5-tta0 -70.0 -110.0 +70.0-110.0 •70.0•11a0 -m-t10.0 6tmmd C=W I 2a950•A51e -70.0-710.0 +70.a 410.0 70.0 410.0 4ro.0•110.0 6t-lard Cata90 20.459-23.616 •70.0-1f0.0 .70.0 410.0 .70.0-n0.0 •7aD-119A 70.0-110.0 •70.0-11MO •70.0-11D.0 •7aa 41a0 37.375 EgrO@a 17.517.2D.057 +70.0•110.0 470.0 410A 70.0 410A +7D0-1000 3T.376 Egml-a 17.617-2OAS7 •70.0-110.0 •7a0 410.0 •70.0 11a0 •7ao•"D.D •70.0-110.0 NOA-110.0 •70.a-110.0 •70.0 •10a0 SU.od P." /4517-17.610 .70.0 41aO •70.0•110.0 +70.0-110.0 +7110-110A St d.Pr04sw MT7-17515 •7a0-110.0 -70.0 410.0 .70.0•110.0 +70.0-110.0 +70.0-110.0 +70.0•11D0 -70.0•110.0 170.0-110.0 � o 6hNeM 11.777-14A10 •roA 170A•7aD-11Q0.7Q0-10T.0 +7ao•=0 Bnahet 11.377-145f0 •71L0-t10.0 •746•1f 0.0 7a.o•naD .7a0-7100 •ro.0-n0.0 •70.0•110.0 70.0-iW.O •70.0 1020 1.11.9 27.553-31.011 -roA-110.0 +Tea •99.0 -700 -00.0 -la0 -9.0 Twa11 27.�3.M.Stl •70.0•110.0 •740-t10.0 +7aa-nao •70A-11a0 -me•no.0+70.0 49.9 -mo -no •70.0 40.0 O CLYm fibs 20.617-27.582 +ro,0•110A -7a0-110.0 MO 410.0 47aO 410.0 cug me" 2a.617.27502 70.0-110.0 .70.0 410A .70.0-11Q0 70.0-110.0 •70.0-119.0 170.D-11" -70.0•1100 -70.0•11a0 MEETINGRAIL SIaM.3d Copps 23517-2aS16 -roA 410.0 +70a-110.0 +TOO-110.0 -70.0 410A StaMudCano 2'1.517.26Sta 70.0-0t0.0 70.0-n00 +74D-110.0 7ao•t10.0 -70.0-naa 70.0-110.0 -70.0-t10.0 -70.0 1-110.0 44 EWaIAU 20.517.23.518 +roA•11"+70.0 410.0-10.0•11Q0 +7a0 410.0 44 Egug-0U 2a517-23 310 •70.0•110.0 +740-1101 •14.0•1mo •7aD-110.0 70A-110.0 70.0•110.0 •70.0-110.9 7DA-1f0.0 2 o SWidwd Rmow 1T.617-20.51E +roA-110A +7aa•110.0+7DD AID& +700 4100 Stexia10Prad w 17.517.2a519 -70.0-tlE0 •70.0 AIAD •70.0-ita9 -7aD-11C.0 -70.0-110.0 •70.0-110.0 •70.0 410.0 -70.0-110.0 EXTERIOR Wbm sm. %517-17.510 +M0-t1a0 +roA•1fa0 +7n0 410.0 +7a0-IMO adgm Sae 14.517-TT516 •70.0-M0.0 •7aD-n0.0 •70.0-71D.0 •70.0-n0.0 •70.0-n0.0 70.D-1f0.0 •70.0-n0.0 -7o.0-ime shad4C 11.377-14.5fa .T0.0.110.0 .7a0•110,0 .7001407.01+MO•103.0 6iladaA 11.377-14.616 -70.0•naD -70.0-1/0.0 -7a0 AULD 70.0-11a0 7aD-110.0 70.0-n0.0 -70.0-197.0 •70.0.103.0 O Td.t 31533-3&911 .702-110.0 •70.0 -KD •7ao 4&C ?MCI•®.0 Tok9 31.683-35.911 -70.0-na0 •7aD-naD 70.0-na0 7ao•n0.0 70.0-110.0 +70.0 4t0.0 -70.0 -93.0 +70.0 -00.0 BUnidd Coaa9a 25M7-31,502 +700-11" 470.0-110.0 +740 41ao +700-110.0 08M&d Ca6ege 20.617-31.582 •70.0-11a0 •70.0 A10.0 -70.D 41MO •70.0-110.0 •7D0-T10.0 +7a0 410.0 •70.0 4100 +70.0-I 0.0 JAMB 25 Egwl40o 20.517-20.510 +7oD-11Q0 +740-110.0+70A•71Q0 +TaO•1700 EgaJ-pa 2a.E17-2fl6fa .7aD-110.0 •T0.0-110.0 70.0-1140 •70.0•110.0 7ao-1to,a 7ao•"D.D •70.0-110.0 •70.0-1fa0 48 Swd nl PICAaw 17.517-20.616 +70A 410.0 +70.0•11a0 47a0 410.0 +7aD•11aO 40 qu WdP,.&W 176617.20515 -MD-1/&0 +70A AIDA•7DA-t1a0 .70.0-m.D 7a0-n0.0 •70.0-110.0 •70.0-110.0 -70.9-110.0 RpR SASH Cu6Um sde 14617-17.578 .70D-1fOD .740 •i1D0+7aD-1fa0 +7a0-1fa0 CuOam Sea 145t7-175t0 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•70.0-110.0 •7a0 •110.0-70.0•110.0 70.0 4100 +700-11D.0 70.0•110.0 •70.0-11D.0 •710-t09.a Om Stw 74517-111110 -roA MOB 470.0-110.0 .70.0-1140 +ro.0 -710.0 adorn 8Dl 14517-17.510 -MO-110.0 -TOLD •110.a •7aa-na0 +POLO-10&0 •7a0-t028 +7ao-MC'S •70.0-100.S •7&0-A0.6 aldtmn 8ha 13.017.14.510 470.0-1100 +70.0•110.0 7aD•110.0 +7D.0 •1fa0 edam Bha ta017-145t0 N0.0-110.0 .70.0 •110.0 +70.0-%S2 70.0-100.7+7aD -07.1 70.0 -04.4 70.0 44.4 1•70.0 1-GC4 Shldeal 11504-13:tll .70.0-t10A -70.0 410.0 -70.0•110.0 -70.0 -110.0 8hodw 11.054-13.016 70,0-110.0 70.0 •111 0 +T&D-1018 -70.0 417.0 +700 -003 +70.0 4N.7 -740 40.0 1-70.0 -00.0 Tdw 32.517-41AM +70A 410A -70-0 1-110.0 70L0 410.0 +70A 41a0 TaOmt X517-41.644 170.0-110.0 -70.0 -11D.0 .70.0-110.0 -70.0-11D0 -70.0-110.0 70.0-11D.0 -70.0-101.5 70.0 1-00.0 - OeUmStrn 31517-39.616 +70.0 410.0 +70.0 1•110.0 .710 410.0 +700•IiDD QLI-Sme 38.517-32516 70.9-110.0 •70.9-110,0 •70.0-'MD.a •7mo.110.0 -70.0-110.0 •TD.O•IDA -740-701.7 70.3 4m.3 EgmkW 1 35.517.38.518 •70.0•110A+70.0 1-t1a.0 7a0•110.0 +roA 410.0 Equd♦89 35.517-38516 -70.0-110.6 170.0-110.0 -70.0-110.0 +MCI 410.0 70.0-VO.O 70.0•1100 •70.0-100A-70.0 -05.11 75 0af4m Soe 32.517.35.615 -7aD-110D.70.0 1•110A •TOLD•f1a0 +7a0 41a0 7S adorn BFU 32617-35518 -.-110.- 70.0-11a0 .700-na0 .7aD-n40 +7a0-naD 710-n40 .70.0-t00.7-70.0 -0&2 BUMad Pm,M� ?0.617-326fa -roA•nDD +T0.0-110.0 .7a0-110.0 +70.0•77a0 BUMampwAW 29.517-32516 70.0-1TOA •70.0 •110.0 70.0-n&0 -70.0 410.0 -70.0 4LO.0+70.0-tOBB -70.0-t01.6 •70.0 -05.1 QrU1a BhE 28.S17.29.610 +70A.1NO .POLO-11a0 .7Q0-1f0.0 -T0.0•f70.0 C.1-8on 26.517-29516 70.0-110.0 •70.0 •110.0 -MO-107.9 70.0-1024 no -0B.9 •70.0 -05.4 •T0.0 -06.4 •7aD -98.4 Shvleal 25516.20,678 4roA.1f0.0 .POLO-110D.E1.-11a0 .70.0-710.0 srmdsat 2&51e-28318 •70.0-110.0 •70.0 •110.0 •7a0-701B •700 -111 •7a0 -814 70.0 4124 •70.0 -024 •7a0 -024 Eyafe7a 9fl517.41.6M +roA-itOA +TOLD-ifaD.7a0-110.0 +70.0 •11Q0 Egu0434 3&577-41544 •)0.0-110.0 •POLO-ltaa •IQO-n0.0 +700-71a0 D. -110.0 NOA-tOflB•T0.0 4f&7 470.0 -07.1 GLASS TYPES 9THR000H ed tam sl:a s1617.3as1e +roA 110D +ro.D mao 7ao ato.0 7ao-no.o B4 eu�gm ai7e 3&fi17-3ab1s POLO-na0 •ro.o-nao -7ao-107.9 7D.o•1D24 70.0 4&9 .7o.D 4e.a .7aD 4re.a 7ao -01.e '16MAYNOTBEUSEDWITH sawaPw7a 33.s1e-ss51a .roA•1%. +Tao-t1a0.7ao a1oA.7ao 11a0 &aMeNp adaw 3a858-35519 •70.0-110.0 •70.0-110.0 •7ao-toga 70.0 .00 •7ao 4a3 47oA 40.1 +mo 4iao +7ao 4ao U-CHANNEL OR INTEGRAL IROnllC1 REVISED B12a Ta001 -4t.fiM aroD-110A •ro.o amD+7ao a1oA .7ao 11aD 9f.79 Tw1et -4 G44 7aD-llD0 7D.o-n0.D •Tao-1020 •7ao -07A 7ao 4143 7aa 410.1 •Tao -0aD .70.0 4110 FIN FRAMES as complying vrith Ills Plaids SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. BmMag Cade "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 '-MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.138 AeOG imm No - \\\ /I/ RevfatDn: E1imtioa DHID LYN/y `: '�a �10ENSF �Cl��� �'v ni &de Product Cbrdml NO.58705 NOTES: - '•� 'ir 1070TECHNOLoovDwvE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. `�Q STATE O � ��� N.VENIM FL 36275 TrY� pole: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. �� •'••:ctOR101`••' \��� (N1)4Bo-1.6�0a0HT SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN "16 O{IINAL lE � PGi�ollsiRE&tHC. ON THE TABLE, A.LYNt!MIN P.E. ALL-1B1ao�eV® Sertm�odeL R B P.en6e7as CERT,OFAUTH.1192M8. 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