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HomeMy WebLinkAboutSingle Hung Window InstallationANCHORAGE / EXAMPLE FOR 28.1/8' MAX. O.C. RADIUS -TOP / '1 54' MAX• BUCK WIDTH HEADER (SIM. 12' MAX. FROM FOR ALL FRAME SEAM -­4 30" 12' MAX. WINDOW TYPES) B, SEE MAX O.C. SHEET 3 A, SEE 12' MAX. B. SEE �._._.�+- 30' MAX. O.C. �1 12' MAX SHEET 3 FIXED VISIBLE SHEET3 i LIGHT WIDTH A, SEE _ I� B, SEE SHEET 3 I 12" MAX. FIXED SHEET 3 / + EQUALLY j / VISIBLE �— A SEE SPACED I LIGHT SHEET3t EQUALLY 17.7/8' MAX O.C. ANCHORSPER 17-718' MAX. O.C. SPACED II /y TABLES 8.11 HEIGHT EQUALLY ANCHORSPER i 1 / 91.78" SPACED MAX ANCHORS PER TABLES &11 Q I 1 o BUCK TABLES 311 T- MAX '�- HEIGHT X i ^ 10` MAX. O.C. BUCK HEIGHT X_ 10' MAX O.C, L---- 13-3l4' MAX. O.C. EQUALLY /SASH ji3-awmAx. O.C. EQUALLY SPACED EQUALLY _ /7 11 / VISIBLE SPACED ANCHORSPER I 1 ANCHORSPER LIGHT ANCHORS PER TABLES 9.11 I / A I TABLES 9.11 I / HEIGHT A TABLES 9-11 MAX NO ANCHORS AT SILL \-� JNOANCHORSATSILL SEE SILL WEEP- B SASH VISIBLE SEE SILL WEER B B 54- MAX. BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH NOTCH DETAOS, SHEET 3 SHEET 3 21-50 --`I ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING FOR ARCH -TOP MAX. D.C. VARIES PER REINFORCEMENT LARGE & SMALL MISSILE HEADER (SIM. FOR ALL LEVEL, SEE SHEETS 6.7 IMPACT RESISTANT / / WINDOW TYPES) -(1 10' MAX. FROM FRAME FROM D, SEE SHEET4 30" MAX. O.C. -12' MAX. C, SEE SHEET4 � I I / 17-71W MAX. O.C. i / 67 MAX. BUCK x I 10" MAX.I}O.C. HEIGHT / 13-3/�4' M`AX. O.C. L-�'---- I4 SEE SHEETS 1A 8&9 6 10 MAX J NO ANCHORS AT SILL D � SEE SILL WEER 54" MAX. BUCK NOTCH DETAILS. SHEET 52-1/8' MAX. BUCK WIDTH SEE SHEETSF i_IW8&9 U A11 X I BUCK HEIGHT AS SHOWN 4 (91.78' 1777 MAX.) C 1-1/4' -►{ SEE SILL WEEI NOTCH DETAII SHEET4 ELEVATION FOR TYP. FLANGE FRAME 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 ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ} 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 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 1-1/2' 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 1-1/2" THICK OR GREATER. IX 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, (EOR) 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 REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 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. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1P3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966: ELCO ULTRACON NO& ELCO CRETEFLEX NOA; ELCO AGGREGATOR NON. ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DF410N MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ���� Y LYNN '1 USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '•� 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 20R3ACCORDING TO THE INSTALLATION CONDITIONS. � * ; • SB705 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 FORTHE WINDOW -'O : • (r� 1070TECHNOLOOY DRIVE OPENING OBTAINED IN STEP 1. ^ A G �-i ,' ((/ N. VENICH FL TECHNOLOGY 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THEANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR % O,�'.• TE (V YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 'ice ••,?e(pR1pP,.•' \l�; (941}48D-1600 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �ss� •• •• ��%�� COPYRIGHrp2r7 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, / ON',A1I.1� 1��� L Rrk S�� INTEGRAL FIN OR EQUAL LEGMOX). A L P E.N� 5 p E CERT. OF AUTH. 029296 GENERAL NOTES_ ............................................... 1 ELEVATIONS......................................................... 1 FRAME, GLASS & ANCHOR OPTIONS ........... -.... 2 INSTALLATION, FLANGE & EQUAL LEGIBOX..... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL... 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES ........................................... 6-7 ANCHOR QUANTITIES ......................................... 8-10 EXTRUSION PROFILES ........ - .............................. 11 ASSEMBLY & PARTS LIST ........................... ....... 12-13 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 IAISI S100-12 •AISC 360-10 UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCiREVLSBD - wmplyft w(th the P)aida Bodiog Code A,17• 0.05 By Miami ade Product GENERAL NOTES & ELEVATION J ROSOWSK Title: ode., 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/1 NTS I 1 OF 13 1 MD-SH5500-01 Glass Type Description (Laded from Exterior to Interior) Design Preasure Table # 1 Sheet 5 7/8' Laminated I.G.: 1/8' A Exterior Cap + 7/18' Air Space + 5116' Laminated; (2) Liles of 1/8• A Glass with .09T PVB Intedayer 4, 5F 6 7/8' laminated I.G.: 1/8' T Exterior Cap + 7/16' Air Space + 5116' Laminated; (2) Lites of 1/8' A Glass with .09(r PVB Irderiayer 4, 6 7 7/8' Laminated I.G.: 3116' A Exterior Cap + 3/8' Air Space + 5/16' Laminated; (2) Lites of 11W A Glass with .090' PVB Intedayer 4, 6 8 7/6' Laminated I.G.: 3116' T Exterior Cap + 318" Air Space+ 5116' Laminated; (2) Lites of 1/8' A Glass with .D90' PVB Intedayer 4, 6 9 7/8' Laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5116' Laminated; (2) Liles of 1/8" H Glass with .09W SG Intedayer 710 71W Laminated I.G.: 1/e' TExteriorCap+ 7/16' Air Space + 5118' Laminated; (2) Liles of 1/8' H Glass with .090• SG Intedayer 711 71W Laminated I.G: 3116' A Exterior Cap + 3/8' Air Space + 5116" Laminated; (2) Liles of 1/8' H Glass with .09W SG Intedayer 7 12 7/8' Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5110' Laminated; (2) Lites of 1/8' H Glass with .09W SG Intedayer 7 ' 7 13 7/8' Laminated I.G.: 1/8' A Exterior Cap + 511S' Air Space + 7/18' Laminated; (2) Lites of 3116" A Less with .09W SG Intedayer 8 7 14 719" Laminated I.G.: 1/3' T Exterior Cep + 5116' Air Space + 7/16' Laminated; (2) Lites of 3/16' A Glass with .090° SG Intedayer 8 7 15 7W Laminated I.G.: 3116' A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Liles of 3/16' A Glass with .090' SG Intedayer 7 7 18 7/8' Laminated I.G.: 3116' T Exterior Cap + 1/4' Air Space + 7116" Laminated; (2) Utes of 3116' A Glass with .W SG Intedayer 7 7 n e.. Group - Anchor Substrate Min. Edge Distance Min. Embedment A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 7116" 1-318" Steel, A36' 318" 0.050' Steel Stud, A653 Gr. 33' 3/8° 0.0451' (18 Ga.) Aluminum, 6063-T5• 3/8• 0.050° 3116' steel Ultracon P.T. Southern Pine (SG=0.55) 7/16' 1-3/8" Concrete (min. 2.85 ksi) 1' 1-W Ungmuted CMU, (ASTM C-90) 2-112' 1-1/4' B #12 SMS (steel, 18.E S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16' I-W Steel, A36' 3/8' 0.050' Steel Stud, A653 Gr. 33' 3/8' 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8' 0.063' 1/4' steel Ultracon P.T. Southern Pine (86---0.55) 1' 13/8' 1/4' steel Creteflex P.T. Southern Pine (SG=0.55) 1' 13/81 1/4' steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1' 1.3/8' C 1/4° steel Ultracon Concrete (min. 2.85 ksl) 1' 13/4' Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4' 114" steel Creteflex Concrete (min. 3.35 ksi) 1' 13/4' 1/4' steel Ultracon Concrete (min. 2.85 ksi) 2-112' 13/4' D 1/4' steel Creteflex Concrete (min. 3.35 ksi) 2-117 1-3/4° Ungrouted CMU, {ASTM G90) 2-1/7 1-1/4' 1/4" steel Aggre-Gator Concrete min. 3.275 ksi 1-117 1318" Grouted CMU, (ASTM C-90) 2' 7 ...--- --- Group --- -----------------------. Anchor Substrate Min. Edge Distance Min. Embedment E 2-1/2' x .131' Common Neil P.T. Southem Pine (SG=.55) 31W 2-7/16' 2-112" Ring -shank Roofing Neil P.T. Southern Pine (SG=.55) 316" 2-7/16' F #10 Tnashead SMS (steel, 1B-8 S.S. or 410 S.S.) P.T. Southern Pine (SG-.55) 1/2' 1.3/B" Aluminum, 6083-T5' 3/8' 0.050' Steel Stud, Gr. 33' 318° 0.0451- (18 Ga.) Steel, A38' 3/8° 0.050' #12 SMS (steel, 18.E S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9116, '1-3/8' Aluminum, 6063-T5' 31W 0.063• Steel Stud, Gr. 33' 3/8' 0.050" Steel, A36' 3/8" 0.050" 'GLASS TYPES S. 7.9, 11,13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE W. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU* VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see Fig B) Glass Options (see Table 1) Frame ConOgs. (see Fig A) Frame Shapes (see Fig C) Installation Options that may be used Flange (#2) 5 -16 Equal-Lite, Oriel/ProNew & Cottage SquamJRect., Arch Top & Rax§us Top Through the frame of the window..:. ....Into 2X Wood Flame/Buckstrip - sheet 3, option 1 ....Into ConcretefCMU - sheet 3, option 2 ___.through 1XBuckstdp into Concrete/CMLI - sheet 3, option 3 ....Into Metal - sheet 3, option 4 Box / Equal -Leg (#4) 5 -16 Equal-Lite, OrieCotta ew & Cottage . SquarelRect., Arch -Top 8e Radius Top I Through the frame of the whWow...... ....into 2X Wood Frarne/Buckstrip -sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 .... through 1X Suckstdp into ConcretefCMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 Johan 01) 5-8 Equal-Lite, Od iew Cottage & Cottage SquarefRect., Arch -Top 8 Radius Top Through the Integral 5n.,•.•. into 2X Wood FrameJBucistrip - sheet 4, option 5 Jnto Metal - sheet 4, option 7 Through the ftame of the window ...... ...,Into 2X Wood FmmelBuclotdp -sheet 4, option 6 .... Into Metal - sheet 4, option 8 Integral Fin 5-8 Equal -Late, OdellPrafew & Cottage Square/Reet, Arch Top & Radus Top Through the integral tin...... ....into 2X WOW Frdme/Buckstdp - sheet 4, option 5 ....into Metal - sheet 4, option 7 Through the frame Of the window•.........Into •••Into 2X Wood Freme/Buckstdp -sheet 4, option 6 Metal - sheet 4, option 8 EQUAL-LITE I ORIEL COTTAGE —�•{ BUCK WIDTH BUCK WIDTH Imo— �{ BUCK WIDTH (-- T = = = - 1(Y1 1V = 10 Lu RECTANGULAR RADIUS -TOP ARCH -TOP Girl In= R• =..p WPGC O O J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Material Min. Fy Min. Fu Steel Screw 92 ksi 12D ksi 18-8 Screw 60 ksl 95 kal 410 Screw 90 ksl 110 ksi Elco Aggre-Gator® 57 kai 96 ksi Elco UkmCmg 410 SS Eire CreteFex® 165 ksi 127.4 ksi 177 ksi 189.7 ksi 6063T5 Aluminum 16 ksi 22 ksi A36 Steel 38 ksi 58 kai Gr. 33 Steel Stud 33 ksi 45 ksi 'A' = ANNEALED 'H"= HEAT STRENGTHENED T =TEMPERED 'PVB' _ .090" TROSIFOL®PVB BY KURARAY AMERICA. INC. -SG-= .090"SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES es complying with Lho Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET' 6-10. Building Code ��nn Acceprntree NO 7J�• �J _ _ r Y LYNA0.1. �N "EN �`�'��;.•'L%GEN.4�•%(� R.yluaw ANCHORS RE -GROUPED. as n Dato (Q ey nxla bade Product - Q : - JR - 06/06/17 # No. 5B705 ® — — = tkserrPOon: Oro" W. �1'TE 2 ; 1070TECHNOUDW(DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI ' MIN. OF 3 THRMEY� T.•' ��N. VENICE. FL 3427E THE :TE°� '�+;1DP'C�= (e°1}48a1eoo SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 SUBSTRATE. P. A'L 0�IL.E'P. AuwT Sad-l/oden SH-5500 Smfe: NTS S/roei• 2 OF 13 Ororinp No. MD-SH5500-01 Rex. B ` P.E.It5e705 CERT. OFAUrH. INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO2XWOOD FRAME OR BUCKSTRIP. 0 SEE NOTE 2, THIS SHEET. EMBEDMENT MA FLANGE FRAME j EDGE DISTANCE SHOWN J_L FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT ''-' SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 OPT. (2)1' 81 31 WEEPINTERIOR NOTCHES AT 80 "(R- EACH END. EQUAL-LEGRIOX FRAME SHOWN L1/4'MAX SHIM TYP. ANCHOR TYPE, TYP.ANCHORTYPE, EMBEDMENTAND EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEEETTABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. OPT. SASH TOP LIFT RAIL FLANGE FRAME INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. �•�— 1/4' MAX SHIM 18 Dq 44 BALANCE TYPE VARIES 42 WITH SASH WEIGHT L�LIu ��� J FU(ED VISIBLE LIGHT WIDTH FOR ALL WINDOWS: NOTES: SHOWN I� 1 ANCHOR @ 3.55- FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36' WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @16-W INSTALLATION OPTION SHOWN MAY I6 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ADD ADDITIONAL Z MASONRY ANCHORS MAY BE SCREWS D. f1-3/8" USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1.1/2 THICKARETOBE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 AW THICK USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED O64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO 'TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 650 DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 66 D 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 114' MAX SHIM BEADING TO BEADING. .27" X 1.25' I NO ANCHORS WEEPHOLE REQUIRED IN WM.OVE:R@ 38 ... . �, FLANGE OR 2.87'FROM . EQUAL -LEG EACH END. FRAME SILLS VERTICAL SECTION B-B VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -6.1/2' @ FIXED LITE: BUCK WIDTH - 4.3/8' HEIGHT(EQUAL-LITE) BUCK HEIGHTI2 - 3-15116" INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE(CMU. SEE NOTE 2, THIS SHEET. t�_ 1/4-MAX SHIMSASHVISIBLE 17�n I� LIGHT WIDTH EXTERIOR EERIOR V BUCK WIDTH HORIZONTAL SECTION A -A EQUAL LEGA60X FRAME SHOWN EMBEDMENT EDGE • DISTANCE it 11illn.1—:m TYP. ANCHOR TYPE, EMBEDMENT AND EDGE " DISTANCE PER " EDGE SUBSTRATE, • •' DISTANCE SEE TABLE 2, SHEET2. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 114" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH 1111f1/ FRAME INTO METAL * : No.58705 sr F NAI- A. LYNN MILLER, P.E. P.E-4 58705 #10 OR #12 STEEL 1/4" MAX - SELF -DRILLING SHIM SMS (G5), SEE TABLE 2, f I D� SHEET 2. EQUAL LEGIBOX E�Ilp FRAME SHOWN EXTERIOR fl INSTALLATION V OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Na 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N. VENICE, FL U275 (941>481)4600 r1w. Date. SINGLE HUNG WINDOW INSTALLATION - LM 5/15/15 COPYi}IGBTOZ0f7 ' POTRCLMME3.@IC. SIIESMIMelfm/Nodd. SwimShoef: Dmwfng No. Ren A"'"�iMfe SH-5500 NTS 1 3 OF 13 MD-SH5500-01 B CERT. OF AUTH. #29298 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL I- - EMBEDMENT - EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP, ANCHOR TYPE, J-CHANNEL FRAME EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2, SHEET 2. (SCREW SHOWN) -T- 1/4' MAX SHIM 1 �a ANCHOR TYPE, EMBEDMENT AND EDGE ^ DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. I� O JI 18 (NAIL SHOWN) # FIXED 19 201 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT f J FOR ALL WINDOWS: HEIGHT 49 48 21 O O 22 72 0 14 45 46 47 O BUCK O 16 HEIGHT 50 D 85 30 4 SASH EXTERIOR VISIBLE LIGHT HEIGHT L 18 OPT.86 L � (2)1- 81 30 65 63 INTERIOR 31 WEEP NOTCHESAT 80 Q EACH END. II NO ANCHORS U REQUIRED IN FRAME 7 SILLS IF ANCHORING O THROUGH FRAME. 1/4'MAX INTEGRALFIN � SHI SHIM FRAME SHOWN 27° X 1.25' WEEPHOLE 38 W/COVER @ 2.87" FROM EACH END. TYP. ANCHOR TYPE. ED AN EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. —.-I EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2. THIS SHEET. 1 ANCHOR @ 3.55- FROM END AND AT CENTER. FOR WINDOWS OVER 36- WIDE: ADD ADDITIONAL SCREWS @16a18' FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ B-W FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 65/8" FROM SASH END. EDGE DISTANCE I_ J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2* THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH-6-1/2' @ FIXED LITE: BUCK WIDTH - 4.3/8' HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3-15116" INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2% WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. 1/4' MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE V LIGHT WIDTH 1/4' MAX. SHIM INTEGRAL FIN FRAME SHOWN BUCK WIDTH HORIZONTAL SECTION C-C 1/4' MAX SHIM I-- EDGE DISTANCE I I EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) DADE APPROVED MULLION, RIC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLES 2 & 3, SHEET 2 #10 OR #12 STEEL 1/4' MAX. - SELF -DRILLING SHIM SMS (G5). SEE TABLES 2 & 3, SHEET 2. FIN AND/OR FLANGE REMOVED IN -FIELD INSTALLATION EXTERIOR INSTALLATION ' OPTION 7 V OPTION 8 PRODUCTREVISED ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO METAL a complying with theFbrtda t11 I t 11111i INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Build, Acce= tmm No t * ; N0.58705 '• STATE 1070 TECHNOLOGY DRIVE O '•. .. /�C�s''•:c<ORIDP,.•'G���� N. VENICE, FL 34276 /"','01VAL (941)480-1600 1e,,,' pg=== A- LYNN MILLER, P.E. �u. WnFITs P.E# 58705 CERT. OF AUTH. #29296 J CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/16 SerieslWdeF. Scow Sheet• Oraring No. Rar- SH-5500 NTS 4 OF 13 MD-SH5500-01 B 7/8" NOM. 5/16" A/A PVB 7116" AIR SPACE - - -\ � 1/8" A GLASS a EXTERIOR 78.79 GLASS TYPE 5 7/8' NOM. 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR 1 rzX"m GLASS TYPE 10 �{ 7/8" NOM. 5/16" A/A PV8 7/16" AIR SPACE 1/8" T GLASS GD EXTERIOR 78-79 no 1. . F_ 5/16" H/H SG 3/8" AIR SPACE 3116" A_ GLASS aEXTERIOR 76.79 GLASS TYPE 11 "NOM.GLASS GLASS TYPES 9 THROUGH fE TYP. ' 16 MAY NOT BE USED WITH J.CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7.9, 11, 13 815 MAY NOT BE USED IN THE HVHZABOVE 30•. 5/18" A/A P 3/8" AIR S j7w"NOM. 3/16"AG a GLASS TYPE 7 -►{ 7/8' NOM. 5/16" H/ a H SG SPACE GLASS EXTERIOR 7s-79 7/16" A/A SG 1/4" AIR SPACE 3/16" A GLASS aEXTERIOR 78.7E GLASS TYPE 15 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" T_ GLASS G] EXTERIOR GLASS TYPE 8 -1 718" NOM. 7/16" A/A SG 5/16" AIR SPACE 1/8" A GLASS a EXTERIOR 7s•7s GLASS TYPE 13 -1 71W NOM. 7/16" A/A SG 1 /4"AIR SPACE 3/16" T GLASS aEXTERIOR 78.79 GLASS TYPE 16 --�{ 7/8" NOM. 5/16" H 7/16" AIR 1/8" GLASS TYPE 9 7/8' NOM. /H SG SPACE A GLASS aEXTERIOR 76-78 7/16" A/A SG — 5/16" AIR SPACE- 1/8" T GLASS — aEXTERIOR GLASS TYPE 14 1 PRODUCT REVISED s complyia8 with the FlaMa Build�g Cade �� ,p 38 V V �=-/ 30 1111 1111 AacPatioo �� -IV ly 7 LY ^ O�0 :♦♦♦��O VICEN$�'n�(�,�: 18vlyi 1 adaPraduct No. 58705 '• . , . GLAZING NOTES: "A" = ANNEALED - * - = -0 = Deampllon: D^''"'n W. TYP. GLAZING DETAIL 'H•= HEAT STRENGTHENED =T� �2 1� �� 1070TECHWLOGYDRNE GLAZING DETAILS J ROSOWSKI T=TEMPERED ® 'PVB'=.090'TROSIFOL PVB BY KURARAY AMERICA, INC.'•. 'SG'=.090"SENTRYGaEPBYKURARAYAMERICA.INC. :D,n'•• S7 OF '••�� �(pRIDI; .•'•��� �SS,� •..... •NG`♦♦♦ N. VENICE, FL34275 (941}-0BO.1800 Title:: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 �NAL coPrRwRropr7 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. / III♦ 111111III1 PommR7Rmm- ALL RXMFtE8ERVEo Sarlea/ModaC Scale: Sheet• Dtawing No. Rer. A. LYNN MILLER, P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B RE.,#.105 CERT.OFAUTH.B29298 TABLE 4: 01-Typo. 5,8,780 Design Pressure, 6aXl7 •h 50.0 ROME L. Rr Fa63 whdtw4 a leshshes ANCHOR GROUP AND QUANTITY. 'a-�/11 EIIT(E'l�itlR JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6,7 8t_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. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. E ols.rype a R.1K L4NI R1 Dtx8iol."gWn R9IpG Waldo. HVI Shorn Sash Hwgm P_p On) Design Prea.Ure,Ihse taAndov Burk u to48 W S7.D5 235 E4.9w 11.304 +060 1 -m0 +BSA 1 .70.0 Stndad bMtaOe 14517.15.570 +680 -mo 4a s -10.0 25 E4u4Nite 11503.14516 +65.0 -m0 +6.0 -MO smdad P-W. 11.377.11552 +OMO -AID +650 -m0 TOM 23.517.252M .0.0 -m0 4WD -MO SW.Wd C4tl.pa 20.658-23510 wa0 -m0 10.0 -m0 37.375 EpmNae 115V-21W +650 -70.0 465.0 .m0 Slndad Pmdaw 14.517-17s1b +6a0 -m0 485.0 -70.0 sho t 11.377-14.518 ♦65D • 1L0 465.0 .m0 TOW 27.581.31M1 405.0 -m0 +65.0 -m0 Qrbmshe 2a517-27582 +65.0 -m0 +B40 70.0 SUndadC RW 23.517.20.518 +eSO -70.0 +65A •70.0 µ E"gft 20.517•25516 +BSO •70+0 4650 .70.0 Sw td ROM. 17517-20.510 -0 -70.0 465A -70.0 curio Site 14.517.17315 +Di0 •70.0 +a" -m0 Sh.Wt 11177.14618 +640 -mo 465.0 •70.0 TOM 31.583.65MI +610 •m0 485.0 70.0 Stmld.d CtaW 28517-31582 46SO -700 485.0 -70.0 Ewo tte 26517-2651a 4650 •70.0 465.0 .mo µ SWdad Pollen 17.517-20515 +640 1 -70.0 165.0 1 .0 Qotmo She 14.517.17510 +650 .700 +BSA •mo Qotwn Sh. 12517-14518 +650 -m0 IW •70.0 %.4.1 11.377-12.515 +640 -m0 4E6.0 7D.0 p Twl t 31206-37536 46&0 -700 4a5.0 •m0 S$ SurdadColt p 2d517-332A 4650 •70L0 +65A -mo E""ft 23.517-2D.515 +MO -7o.0 +BSA •mo Qnmm She 20.517-21516 +610 •m0 +A a6 70.0 �� StandadPW- 17.517-20.518 -MO•m.0 465.0 .70.0 ckn a sh. 14517.11510 +850 .700 +85.0 70.0 Qmbni 6h. 12617-14.110 4a40 -m01 4650 J... 6hwleat 11.3n-U510 "5.0 1 mD I +BSA .m0 Tdhd 1 38517-45544 +05.0 1 -70.0 I +65A 40.0 stamatd Cotlaps 31.517.35515 +MO -MO •85.0 -m0 Ew"w 28.517.31516 +85.0 -RD +65.0 .70.0 Slidad Ptdd.w A517.28510 +BBO •m0 46" •m0 62 Qebm6h. 26517-23518 +e&O -71L0 465.0 -m.0 C.i she 17.517.2D510 +65.0' •m0 +BSo •70.0 Cuslemahe 14517. 17310 +880 -m.0 +m.0 -am C.wm She 11017-14.510 +610 •m0 40s0 m.3 sl0dot 11.a54-13.01a 4650 .70.0 +65.D a65 Tebsl 30.511.41AM +MWO -m0 4aO -m0 Cutem She 30517.38.6/3 +ai0 •m0 +DSA .70.0 Eq.H b 3&517.3B.016 +680 •m.0 +BSA -m0 75 C1sl4m St[e 32517.95516 +15.. -m.0I 4eS0 •7a0 standwd Av4m 2D,517-32.51e 4680 -70.0 1 +WA -m0 C.w sv 20517.20518 +65.0 •m0 4ff.0 dl3 Sloddt M515-2e510 8i +0 -70.0 .0 -065 Eq_m- 36517.41.BN +880 -70.0 455A -m0 64 Q,tansh. 3181.-30510 4afi0 .710 465A .67.3 amdaa Plolsw 33..1-35.510 4010 -70.0 4010 4I65 91.7a I TOW -.41.5µ 4650 -70.0 1 4050 1 485 TABLE 6: Qlaaypn s,76a Design Pressure, IbsV +65.0 / 70.0 Re K L.N1 12 Fa a0 whd4w wW sash stets ANCHOR GROUP AND QUANTITY. �7J-jl EXTERIOR JAMB/B/B V SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY C MIN. SASH HEIGHT=WIND Vih ( IGM7,50.136 i ............. �C NQ. 58705 *� , W . 97 TE O '•.• � � � 1070 TECHNOLOGY DRIVE � T iOR10P. N. VENICE, FL 31278 (041H80-1600 A. LYNN MILLER, P.E. ALLF6GM RFffRV® P.E1i 58705 CERT. OF AUTH. 829296 TO ALL FRAME TYPES 8 ONFIGURATIONS) i RODUCT REVISED es complying wiO4 the Fladdti Building CodeEM �Acmp1=ve T7oe EYdtOml:By INiSmi Ode1§0 Dm.n By SIGN PRESSURE TABLES J ROSOM DDb: GLE HUNG WINDOW INSTALLATION - LM 05/15/1 /Model SH-5500 NTS 1 6tOF 13 MD-SH5500-01 at; to R.I1Klawl 3 Oescd74m alien Ra13 @V&-6aw W60m Slam San Halsor Rage ON Design Pressure, gme N Butk Wditl --U-P-M-4-0-T 48 51125 1 54 ¢Ls Eg w. 11.39E +roA -110A +70.0 -LE +70.0 -110.0 +TQO .110.E St%xWd Ceafts 14517.15.870 47DA -110A *70.0-t10.0 +7Q0 .110.0 +70.0 410.0 28 Eg,d7de 116583-14.510 +70,0 41D-0 470.0 -110.0 474a -110.0 +70.0 4100 Strdad Pm4ow 11.377-11.66E +70.0 4104 .70.0 -110.0 +70.0 .110.0 +70.0 41QD Tease 23.517-25.235 .70.0 1410.0 +70.0 410.0 .7Q0 -110.0 .1110 -110.0 SWndud Ca0ap 20.058 - 23.518 +roA 1410.0 470.0 •110.0 +7Q0 41D0 .10.0 .110.E 37575 Equl4m 17.517-20.957 +70.0 -110.0 470.0 -110.0 +70.0 -110.0 +70.0 .100.E 6ErdW NuA w 14.517-17.518 +70.0 410.0 70.0 .110.E +70.0 4100 +70.0 -110.0 6sansl 11.37T-14.516 .70A 1410.01 .70.0 410.0 .70.0 •107.0 +70.0 405 Twwm 27.553 - 31.011 .roA .110.E +70.0 -00.0 .7a0 4}D +70.0 AOA .atom She 28.617-27.602 .roA 41D.0 +roA •110.0 +X0 41Q0 +70.0 41Q0 Stadad CDMW 21517-23.510 +70A 41D.0 470.0 -11010 +70.0 41D0 .70.0 -11Q0 44 Eq.Wa. 20.51T-2}518 .70.0 410.0 .70.0 410.0 +10.0 -11Q0 .710 .110.0 Strdad pm%L- 17.617.20.516 .roA .11D.0 .ro,u -11n0 .7D0 -IIDD +70.0 .110.E Cahm She 14.517-17.515 +roA .110.E +70.0 -110.0 .7ao .110.0 +70.0 •1ffi0 S14da41 11.3U.14.510 .roA .110.E .70.0 .110.0 +TMO .107.E +70.0 40n0 TANI 31.W3-35011 +roA -110.0 •70.0 -00.0 •70.0 A}0 .7a0 •a0.0 Slandwd CMge 20.517.31.552 .ro.0 .110A +70.0 410.0 .70.0 410.0 +R0 41Q0 EQA4iE 21517-20518 +70.0 -110.0 +70.0 -110.0 •ro.0 .110.E +70.0 -IlD0 48 Standard Psabew 17.617-20.518 +roA -110.0 +70.0 -110.0 .70.0 410.0 +70.0 410.E Cullmh srm I"17-1L618 +roA .1/0A +70.0 .11Q0 +7Q0 -1laD +70.0 -11Q0 Oattm SV7 12517-14.518 +roA •110.0 +70.0 410.0 70.D 41QO +70.0 -1fa0 Slmteu 11.3". 12.516 .roA •110A +70A 410.0 .70.0 AIDA +70.0 .110.E p Ta0n1 33708-37.611 .roA • 11,0 +70.0 Bs.D +70.0 -010 *TOO ADO -3F 6tWad Cm14p 20,517-33.27T +ro.0 .110.0 470.0 1-110.0 +70.0 410.0 +740 -HOA Eq.Ia. 1 23517-2&51e .70.0 •110.0 .roo -110.0 +70.0 .110.E .7ao • 10.E he 20.517.2&516 .70-0 -110A 470.E .110.0 70.0 410.0 +70.0 410.0 �.�E7Eqj"e rOAew17.617-20.518 •RO 4 0A .70.E 41a0 +70.0 -110.0 +70.0 -110.0 She 11.517.17.618 +roA •/1DA .74E .170.E .7D0 .110.E 470.E -11n0 him 12517=14516 4ro.0 .110.E +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 sl 11.377. 1Z516 *?Do 410.0 .ro.0 .110.0 +7Q0 .114E +70.0 410A t 3"17-41.E44 .roA -110.0 .70.0 -110.6 170.0 .110.0 +70.0 410.0 atl�e 31.517-35.516 +70.0 .11OA +70.0 .110.0 +70.0 410.0 +70.0 .110.E3a 25,517.31.618 .70.0 -110.0 +70.0 -110.0 +70.0 410.0 +7D.0 .110.0 melw 23.517-28.510 +70.0 -11" •70.0 -1100+70.0 -1100 .70.0 LAO B26W 20.517.23.615 +ro.0 -110.0 +70.0 •110.0 .70.0 .110.E .70.E .110.E D.A.. sha 17.517-20.516 +70A .110.01 470.0 1-110.0 .70.0 410.0 +70.0 I .114E Clamor at. 14.517-17.516 +704 -110.0 .70.D 1 •110.0 +70.0 -110.0 +70.0 .110.E Gahm She 13.017-14.615 .70.E 410-0 470.E 410.0 .70.0 .110.0 +7Q8 410.E Sh.ds1 11.804-13.015 470.E 1410.E •10.0 1 .110.0 +70.0 •110.0 +740 -110A T.w 30.517-41.844 .7aD 1410A .70.E 14M.0 .70.0 -1100 +70.0 4100 Q.tom Str. 311517-30.51017MO -110.0 +7D.0 .110.E +70.0 .110.0 +70.0 :aDo EqW". 3661T•35.516 41010 .70.E .110.E +70.0 •110.0 .70.0 410.0 75 Oelorm She 32517-35.618 •110.0 +70.0 41Q0 470.0 41Q0 .70.0 41a0 Stm4.ad Ptmi5w 29.517.32618 .110.0 +70.0 -110.0 +70.0 -110.0 +7QD 41n0 Croton slm 20.517.29.610 410.0 +70.0 -110.0 +7Q0 -110.0 +70.0 .110.E Salat 25.518-25.516 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11Q0 Eq."w 58.517.41.6E 410A +70.0 4m0 HO.o •11n0 +70M 410.0 84 Cuofan sha 35617.30.818 :11010 470.0 -110.0 +740 -110.0 .70.0 4100 8ladad Plc a 3}St6-M,116 .110.0 +70.0 -11D0 +70.0 4ID-0 +70.0 -110-0 D1.7BT.D.0 ^ - 41,6E •110A .ro.0 .110.E N0.0 -110.0 .710 -1160 SEE IAtJLE 71, 5HEt1 7U t-UKMU"UKWKUUr•AKU VUI9Y1111. •+MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50,136 G1983 T9pa t7a11 Reln4 twat 3 Balt-smi, DacrhOm rarOMm Bases ®W lnd4w NdDmshrwn 9ahHelON fianOe UN DaalDn Prnsumlhalllz WIMm181ckWIdh Ord 19 24 32 1381 40 4B SZ125 54 23.6 Eq.444. 11.394 .70.01-110.0 .70.01-11D.0 .70.E 1 -110.0 •70.0 1 -110.0 •70.0 1 -110.D 70.0 -110.0 •70.0 -110.0 •70.0 -110.0 Standard CoOnae 14.517-15.070 .70.0 -110.0 •70.0 -110.0 .7Q0 -110.0 +70.0 -110.0 .70.0 -110.0 70.0 -110.0 70.0 -LE 70.0 •110.0 28 Equ*Me 11.583-14.510 •70.0 -11" .70.E 41D.0 .700 -1%0 +70.0 -110.0 •7D.0 -110.0 •710 -110.0 •70.0 •110.0 +70.0 -110.0 M.W4,dpW w ll.3R-11582 70.0 -110.0 .70.0 -110.0 •700 -110.0 +7110 .110.E •70.0 410.0 +70.0 -110.0 •70.0 -11D.0 •70.0 - m Tallmt Srdud Co04oe 23.517-25286 20.950-23.518 •70.0 •70.0 -110.0 -110.0 MD 70.0 AIDA -110.0 +70-D +7a0 -110.0 -110.0 .70.0 •70.0 -110.0 -110.0 7a0 .70.E -110.I1 -110.1 .70.0 •71-0 -1lD.D -110.0 •7D.0 +70.1 •110.0 -11a0 •70.0 •70.0 -110.0 -110.0 37.375 ep*ma 17.517-20957 .10.0 -110.0 70.0 410.E .70.0 -110.0 70.0 -11D.0 •70.0 -110.0 +70.0 -lM.0 •70.0 410.0 •70.0 .108.E StatlaNPmm 14.517 - 17.616 •70.0 .110.0 •70.0 -11MO +70.0 •11D.0 .TEA -110.0 •70A -110.0 •70.0 -110.0 •70A -110.0 70.0 mD.o SWftm 11.377. 11.518 70.0 -110.0 •70.0 -110.0 +7a0 -110.0 70.0 -110.0 •70.0 -110.0 .70.0 4AD •70.0 -197.0 •7Q0 -103.0 Wiest 27.583.31.211 •70.0 .110.E •70.0 -110.0 .70.0 410.0 •70.0 -110.0 .7D.0 -110.0 70.0 610 +70.0 .93.0 •TO.0 -00.0 C094m She WS17. 275s2 70.0 -110.0 70.0 410.E 7a0 410.0 7DA 410.0 .7D.0 -110.0 .70.0 .110.0 -70.0 .110.E 70.E -110.0 Slmjda dCMS. 2}617.26516 .70.E -110.0 +70.0 .110.0 •70.0 AID.0 +70.0 -110.D .7D.0 -110.0 .710 -1w.0 +70.0 -110.0 •70.0 -110.0 44 Em.Me 20.517-2351e •70.0 -110.0 .70.0 -110.0 +7a0 •119.0 +70.0 410.0 •70.0 -110.0 -70.0 -110.0 •7D.0 -11a0 MD 410.0 StanWrdPWd 17.517-20516 .70.0 -iloo •70.0 •110.0 +70.0 410.D 70.0 .11D.0 70.E .110.E .70.0 -110.0 •70.0 41a0 .70.0 -110.0 Custom She t4.577. 17,111 •70.D -110.0 70.0 -110.0 .710 -110.D 70.0 -110-0 •roA -110.0 -70.0 -110.0 •7D.0 -"D.o •70.0 -110.0 6MdeIt 11.97-14515 .70.0 -11o.0 •Ian -110.0 +7a0 -110.0 •7D.0 410.0 +ro.0 -110.0 +70.0 -110.0 •70.0 407.0 +70.D -103A Tma1 31.683-35811 •70.D -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -00.0 +70.0 -93.0 .70.0 -90.0 SaMud Coaaae 28.517-31.502 •70.0 -110.0 70.E 410.0 -7a0 -110.0 •70.0 -110.0 +70.0 -11Q0 +70.0 -110.0 +70.0 -110.0 +70.0 -11a0 EQ.". 20.517-28518 •70.0 -110.0 •710 -110.0 •70.0 .110.E •70.0 -1100 70.0 -110.0 •70.0 -11a0 .70.0 -110.0 7D.0 -110.0 48 81a4g1d Rad- 17.517-20516 70.0 -110.0 +70,0 -110.0 +7ao .110.E 70.0 -110.0 +70.0 .110.E •70.D -MO +70.0 -110.0 70.0 •110.0 Custamsh4 14517-17518 +70.0 410.0 •70.0 -110.0 •70.0 •11a0 •70.0 41aD +ItD -110.0 •70.0 -110.0 +70.0 .110.E +ro.0 -110.0 C09dm She 12817-11518 •7a0 -111-D +70.0 .110.E •70.0 -11a.0 •70.1 -110.0 +70.D -110.D .ro.0 -110.0 •70.0 -110.0 •70.0 410.0 sham 11.3TT-12516 70.0 -11D.0 .70.0 -110.0 +70.0 -11D.0 •70.0 -1100 in0 -110.D .70.0 410.0 •73.0 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SASH HEIGHT= WINDOW BUCK HEIGHT - 60.136 _ NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ON THE TABLE. LYN�y �f�`, �,� �11• ��cENSF * : No. 68705 - '•" �•-T' z �� 1070 TECHNOLOGY DRIVE O••• srA� :• •. N.VENICE,FL34275 .D���NAL�� `1�` POTSfRES.NC. A LYN7i iilrl"FR�P.E. AL'8 RE.i758705 CERT. OFAUTH.028296 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES SASH HEIGHT PRODUCT REVISED ea mmplyigg with the Florida Acalddjl, Fhniag Code Ala, ' E7•ty iratfoD Date 7�� By MJOAti ads Product t:01Ri0{ DESIGN PRESSURE TABLES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 17 OF 13 I MD-SH5500-01 I B 6i r .62}T5' G�Foo❑ l J-CHANNEL FRAME .625' 2 FLANGE FRAME J HEAD/JAMB O HEADMAMB 1.375 3AB3• 3ASY ��- .062' � � ��f .062° J�D 2.444" �D 2.444' al �oo❑ aF-7 El J-CHANNEL .625" O FLANGE 713�1FRAME SILL T- ME SILL .065' .065' 1.375" 1.231' o +7 1.000" F-- 14 FIXED 16 SASH RAIL MEETING RAIL .175' �•o" 316" 0 .754' .035'Itll4�J�TRI LAMI IG 72 EXTRUDED O BEADING SCREEN FRAME 1.215" 1.376° .874" .035•--35{{--5° O6} 17 BALANCE S t8 SASH STOP / COVER SCREW COVER 3.500" 3.500• .062°---y�-- .062' 1A83" as � 1.483' moo ��oo OFIN FRAME O EQUAL LEG FRAME HEAD/JAMB HEAD/JAMB 3.483" �{ T �rJ.062'°3.483'DaD 2.444 (III2.444 OFIN FRAME O EQUAL LEG SILL FRAME SILL 2.100" --►{ 2.176" � 1.472' �{ , it .590' .471•.590. D.050' 70" .070 LIFT RAIL LIFT RAIL BEVELED 18 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK .300' .750° ` * No, 58705 '. / 1070TECHNOLOGYDRNE 81 ROLLED SCREEN FRAME ��T FATE F 0 N. VENICE, FL 34275 �-, i ••.1oR1oP,.• G��`: �ggi}4501500 "',11ONALI"N` ICOP GiGHHwM17 PUNiX7aUSEW A. LYNN MILLER P.E. RE.A 58705 CERT. OF AUTH. NM96 .070'--6�-.080" .715' 1.185 I1 �J UGHT SASH REINFORCEMENT 1070" L�'.0.791' ^6" STANDARD 28 MEETINGRAIL REINFORCEMENT 1.565' �3111 060° BEVELED 22 INTERLOCK COVER 1 1.184" �-- � 070° .810, �I l~ .150, OHD SASH 25 REINFORCEMENT 1.182' 070• 1.041' .130' --� 1.340' I+- OHD MEETING RAIL 27 REINFORCEMENT PRODUCTREVISED . complying with t1m Florida BWIdiag Code Acmptunco No !m-a.� ERpl�etion Dwa a ft 2620 DyA M_ WINDOW EXTRUSIONS I ROSOWSKI ISINGLE HUNG WINDOW INSTALLATION - LM 105115/15 1 NTS I 11 OF 13 I MD-SH5500-01 B Bill of Material # Pan # Description Material 1 620101 Single Hung Frame Head & Jambs - J•Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal LeglBox PVC 5 620105 SWDH FrameSill- J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SWDH Frame Sill - Fin PVC 8 620108 SWDH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6006 T5 AI 20 1 620144 Pull Rall Interlock Cover PVC 21 1 620157 B;Zed Interlock 6005 T5 At 221 620145 113eveled Interlock Cover PVC 231 620150 ILIght Sash Reinforcement 6063 T6 At 251 620152 IHD Sash Reinforcement 6063 T6 AI 26 620153 Standard Meeting Rail Reinforcement 6D05 T5 At 27 620154 HD Meeting Rail Reinforcement 6005T5AI 30 61644 Weatherstrip, .187' x .270" Fin Pile 31 6Q300 Weatherstrip, AW x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 61825 Weatherstrip Plug, .220" Finseai 35 7BX1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78)GTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 38 720210 Weep Hole Cover PVC 40 720X)000( Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 X 78X114FPA8 # x 1-1/4' Ph. FH SMS (Spiral Balance Sc 410 SS Part # Description Material 76 Kommening 4SG TPS Spacer System Sea this Sheet for 77 Quanex Super Spacer nXr wfth Hot Melt Butyl 78 Quanex Dureseai Spacer Materials 79 Cardinal XL Edge Spacer Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X118OPTX #6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #8 x 3/4' PH. PH SIDS (Keeper Screw) SS 51 420181 L/R Beveled Tilt Latch Comer Key PVC 521 420182 UR I Pull Rail Tllt Latch Comer Key PVC 531 7634PHFL 1#6 x 3/4" Ph. FH SIDS (Comer Key Screw) SS 64 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1' Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 7202D6 Not Bar SS 631 720191 lSash Pull Handle Cast Zinc 641 720194 ISash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3/4' Ph. FH SIDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 ?7858B #8 x 5/8' Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lanni I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (7/8" x 1- x 1/8"), 85 +/. 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth 1 Fiberglass 87 61635/B1614 .140" Screen Spline (Mach)ne/Hand Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28, 29, 34, 39, 61, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL SILICONE HOT -MELT BUM STRUCTURAL SILICONE STRUCTURAL 1/4' NOM. FOAM 3/16" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER 7s 4SG TPS 0 SPACERU NXTTM ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. 5116" NOM. SEAL BUTYL & SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEE EXT. GLASS EXT. GLASS � G/U/ —INT. GLASS '<v DINT. GLASS DURASEALO XL EDGET."' SPACER 7aSPACER PRODUCT REVISED as complying with the Flarrda Building Code A«eptnace No 17 D690-p5 1 I t I I r I LYNN ��i, Revt�lan F tkn Dore 2D7D �QN.. D M'ami Product LICEN,pF��!_ ' ade *Q . No. 58705 * _ ® Dnm W. 1moTEcHNmoGYDRIVE BILL OF MATERIAL (BOM) J ROSOWSKI O•. STATE OF •-'.t,.�O......•' N. VENICE, FL34275 te++l�eo-lsoo Dab: \C��` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 i ,/ONALIEN\�� P mow¢./y,e�L R.t: A. LYNN MILLER, P.E. SH-5500 scnte: NTS stet• 12 OF 13 Drmrrng No. MD-SH5500-01 B P.E.S 58705 CERT. OF AUfH.tR9298