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Product Approval
9/30/2016 Florida Building Code Online t J � BCIS Home Log In j User Registration Hot Topics Submit Surcharge E Stabs&Facts Publications D FBC Staff BCIS Site Map Links Search Product Approval - USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R24 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 hips://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquSIBuBCAEmBE70C31VX3PGaDA1SWyATjg%3d 1/3 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEFOR 28-1/8°MAX.O.C. 21-5/8" FOR ARCH-TOP RADIUS-TOP "\ /_1 ' 64"MAX.BUCK WIDTH MAX,O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIP.FOR ALL LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT FORAM. // FRAIAX FROM _� 30° 12'MAX. / WINDOW TYPES) WINDOW TYPES) , B,SEE __- MAX.O.C. y SHEET 3 / l' ----��{{ 52-1/8'MAX.BUCK WIDTH -- - / 10RAME SEAM I J- I SEE SHEETS 1 1 1-1/4' 12"MAX FRAME SEAM D.BEE 8&9 A.SEE r._. ., B.SEE - 30'MAX O.C. ► 12•MAX SHEET 3>r FIXED VISIBLE ■ SHEEi4 SHEET3� I I LIGHT WIDTH A.SEE — I� I B,SEE -_,_- 30'MAX O.C. 12'MAX I SHEET 3 •'�-12°MAX• C,SEE r-' - l SHEET., I I ) FIXED -- -- SHEE74+ • / .+ ED CEO I / GVlSI LE HT 17-718 MAX.O.C. A,SEE r._. / 12" SPACED SHEET3' �_L EQUALLY I I 17-7I8 MAX.O.C. ANCHORS PER / SPACED TABLES 9.11 /HEIGHT _L EQUALLY I i / 17-7/8"MAX.O.C. / ANCHORS PER 14 I / 91.78" SPACED TABLES B-ii MAX ANCHORS PER / 84° 1 '• 84° I I BUCK TABLES 9-11 I 62° 0 i I BUCK 1 I MAX. HEIGHT MAX. T HEIGHT BUCK AS SHOWN 10.MAX.O.C. BUCK 10"MAX.O.C. I 10"MAX.D.C. ) X I 4 HEIGHT X• I 4 X I 4 HEIGHT X 4 (91.78- I MAX. 7 &9 - L.-'--SASH � 13-3/4"MAX.O.C. I )EQUALLY I 13-314"MAX.O.C. EQUALLY / 13-3/4"MAX.O.C. EQUALLYSPACED SPACED I VISIBLE SPACED I`-•-•-•-ANCHORSPER ANCHORSPER LIGHT �— ANCHORS PER I SHEETS TABLES 9.11 A I TABLES 9-11 I HEIGHT TABLES e-11 A 8 I C _ 1 Al1 6-12"MAX. 6-12'MAX. 6-tl2'MAX. _ NO ANCHORS AT SILL r` 1 NO ANCHORS AT SILL NOANCHUXUAT SLLL ` I \I B-f---- ` SEE SILL WEEP- B� 4SEE D►-•---WEEP 1-11W B 54'MAX.BUCK WIDTH �I NOTCH DETAILS. SASH VISIBLE NOTCH DETAILS, 54"MAX.BUCK WIDTH �NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEETS SHEET 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 ORIEWPROVIEWCONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE;NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERALNOTES........_........ ....1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS......................•..........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)MUST TEMPERED. FRAME,GLASS..ANCHOR 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 OPTIONS.............................2 INSTALLATION,FLANGE& 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.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGIBOX................3 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 INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &G DETAIL.......................4 51 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING-OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS ES...................5 --'`IOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................8-7 \ ANCHOR QUANTITIES.................8.10 i, 14°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ESIGN PRESSURES: EXTRUSION PROFILESLIST...........11 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 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 •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT 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. •ALUMINUM DESIGN MANUAL,ADM-2010 as complying with Ste FW4 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S100-07/S2-2010 Bading Cnde )6-O )t./� LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS 8 A MINUM DESIGN MANUAL Accoptonce No 4-V Ex'rat Date 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,\�,\ ' %•• Revised By: Date: Revision: t 20 ; JR 05/05/16 A)ADDED SPACERS USER INSTRUCTIONS: `' �' " TO SHEET 11. By , r',.•' �:'1:"'•"�� Miornl ndc DralueC(auuo0 .)'•"' Revision: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINO'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Dote: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ii(':• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN t PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ ® Description: Drown By: OPENING OBTAINED IN STEP I. 1•, `L,( �.� ; ;,i� GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6,i•''i::r�� ;'• 1070 TECHNOLOGY DRIVE 71Ve: •4' De(e: YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. t.Ii. •• +;r'.`' N.VENICE. FL-34275 5)INSTALL AS PER SHEET3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. - �.,•••.,1'UtiF:\,.••'.,.'t,�•-- -- SINGLE HUNG WINDOW INSTALLATION-LM. - 05/15/1,5 - !./,;...;.;......i`. (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION ISTHESAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, / tI'.,:i•I, \ `\ SarlssSH-L• Scale: Sheet: Drawing No. Rev: INTEGRAL FIN OR EQUAL LEGIBOX). �!IIYNNIh,158705 P.E. CERT. OF AUTH. #29298 SH-5500 NITS 1 OF 13 MD-SH5500-01 A P.EJ/58705 TABLE 1:ALLOWABLE GLASS TYPES Design Pressure Frame Glass Frame Fram G e lass Type Description(Elated from Exterior to Interior) Table# Sheot# Types Options Conflga Shapes Installation Options that may be used (see Fig B) (see Table 1) (sae Flg A) (see FIg C) 6 7/8'Laminated I.G.:110"A Exterior Cap+7116'Air Space+5116'Laminated;(2)Liles of 118"A Glass with.090'PVB Intedayer 4,5 6 8 718"Lemineted I.G.:1/8"T Exterior Cap+7/16'Air Space+5116'Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer 4 6 6 .,..into 2X Woad Frame/8uckstdp-sheet ion 2 3,option 1 Equal-Lite, Square/Rect., .,,.into ConcrelelCMU-sheet 3,option 2 7 718"Lemineted I.G.:3/16"A Exterior Cap+31tf AIr Space+5116"Laminated; 2 Liles of 1/8 A Glass with,09W PVB Intedayer 4 6 6 Flange Through the frame p p () Y #2 5-16 OdellProNew, Aroh-Top& of the h the frame 8 718'Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Was of 1/8'A Glass with.090'PVB Intedayer 4,6 6 ( ) &Cottage Radius-Top ••••through al 8uckstdp Into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/W A Exterior Cap+7/16"Air Space+5116'Laminated;(2)Lites of 118'H Glass with.090'SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8"Laminated I.O:1/e'7 Exterior Cep+7/18"AIr Space+6116'Laminated;(2)Utes of 118"H Glass with.090'SG Intedayer 7 7 ..,,Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box/ Equal-Lite, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/9'Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5116"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 1 Equal-Leg 5-16 OdeVProuisw Arch-Top& 12 7/8"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5116'Laminated;(2)Liles of 118"H Glass With.090'SG Intedayer 7 7 (#4) &Cottage Radlus-Tap of the wlndow...... ....Into Me 1X B sheet Into Concrete/CMU-cheat 3,option 3 13 7/8"Laminated I,O.:1l6'A Extedor Cap+5116"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090'SG Intedayer 8 7 ....Into Metal-sheet 3,Option 4 w, 14 718"Laminated I.O.:1/8'T Exterior Cap 5116"Air Space+7118'Laminated:(2)Ules of 3/16'A Glass with.090"SG Intedayer a 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Liles of 3/16'A Glass with.090"SG Intedayer 7 7 J-Channel Equal-Elie, S rch-Toect.,Integral An... ,,..into Metal-sheet 4,option 7 5-8 Odel/otta ew Arch-Top& Into 2X Wood Freme/Buckstri sheet 4,option 6 -��16 7/8'Laminate d LG.:3/16'T Extedor Cep+1/4'Air Space+7/18'laminated;(2)Liles of 3/16"A Glass with.09D'SG Intedayer 7 7 (#1) Cottage Radius-Tap Through the frame P- p Of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11.13 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Lite, Square/Rect.,Integral fin...... ..„into Metal-sheet 4,option 7 Min.Edge Min. Integral Fin P Group Anchor Substrate THE HVHZABOVE 30'. 5-8 O&Cottage ew Arch Top 8 'Through the forme Into 2X Wood Freme/Buckstd sheet 4,option 8 Distance Embedment' ( ) P- P &Cottage Radius-Top 9 _ P.T.Southern Pine SG=0.55) 7 16" �l8" of the window...... ....Into Metal-sheet 4,option 8 #10 SMS Steel,A36• 3/8" 0.050" (steel,18-B S.S. 'MIN. 3 THREADS or 410 S.S.) Steel Stud,A653 Gf.33` 3/B" 0.0451°(18 Ga.) BEYONDD THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T51 315" 0.050" SUBSTRATE.FOR 'A'=ANNEALED 6" 13/Bs STEELSTUDS, 'H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/1 MIN.Fu=45 KSI& "r'=TEMPERED 3116"steel Ultracon Concrete(min.2 85 ksl) 1" " MIN.Fy=33 KSI. y// `PVB"=.090'BUTACITE®PVB Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" 2 4 Y g I) BY KURARAY AMERICA.INC. P.T.Southern Pine(SG=0.55) 9116" 1-3/8" UNGROUTED CMU' / Q #12 5MS Steel,A36' 4 3/8" 0.050" VALUES MAYBE /�J BOX L- 'SG'_ INTE SENTRVBY K B (steel,18-e S.S. USED FOR GROUTED FLANGE EQUAL- AMERLAYER BY KURARAY or 410 S.S.) Steel•Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. Aluminum,6063 T5' 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/4" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 1-314" —rI BUCK WIDTH BUCK WIDTH --{BUCK WIDTH(w 1/4"steel Ultracon Concrete(min.2.85 Kai) 2-112" 1-3/4' T T r I I ��- 1/4"steel Ultracon P.T.Southern Pine(80=0.55) 1" 1-3/8° �/ �/ 1 g 3 0 1/4"steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 1.3/4" (, cs m INTEGRAL Fw ru ru J-CHANNEL Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ x Q FIN D 1/4"steel Creteflex Y LU x co P.T.Southern Pine(SG=0.55) 1" 1 3/8° '� o x O 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1-3/8" m m �/ m _ 1/4"steel Aggre Gator P.T.Southern Pine SG=0.55 1" 1-3 8" Grouted CMU,(ASTM G90) 2" 7' RECTANGULAR RADIUS-TOP ARCH-TOP o WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCrREVISEO TABLES ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as wmplyins with the Florida Mtn.Edge MIA. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrata Accepraae14o 16'0714•�' Distance EmbedmenC THE TABLES ON SHEETS&10. Bxpimtlae Unit 272� 1/ Revised 8): Data Revision: E 2-1/2"x.131"Common Nag P.T.Southern Pine(SG=.55) 3/8' 2-7/16° ��;' ,:i;t ;,;;f I Ijl; ny 2-1/2"Ring-shank Roofing Neil P.T.SOuthem Plne(SG=.55) 3/8' 2-7116' . t�. '..,: Miiam( aria Pr nr6F P.T.Southern Pine(SG=.55) 1/2' 1-318" r Revised By: Date: Revision: #10 Trusshead SM. Aluminum,8083-T5' 3/8° 0.059' (steel,18-8 S.S. Drawn W. Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) ;„ p Description: F or410S.S.) Steel,A36' 3/8" 0.050" 'MIN. 6 li GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND �-G 1 K) P.T.Southern Pine(SG=.55) 9116, 1-3/8" THE METAL _. .Aluminum,8063-T5' 3/B' 0.063" SUBSTRATE,FOR_ '%tr.t• , 1070 TECHNOLOGY DRIVE 'olio: Data: #12 SMS ,'•' N.VENICE, FL 34275 (steal,1885.5. _ STEEL STUDS. Lt''''<;: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steel Stud,Gr,33' 3/8" 0.059' (941)-480-1600 or 410 S.S.) Steel,A38' 3/8" 0.050" MIN.Fu=45 KSI8 'rir •;;�);)�:;r'`•"�� + SeAae/Modal• Score: Sheet: Drawing N. Rev. MIN.Fy=33 KSI. A.•LYNNf4(4F,SR,AE cEr:r. of Atr1H. y2szs6 .SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.ff 5s705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2XC WOOD 1/4'MAX SHIM 1/4'MAX SHIM —�I �- FRAME OR BUCKSTRIP- Q �- SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. EMBEDMENT '. •° EDGE EDGE n• '� " D� 18 LIGHT WIDTH o �' DISTANCE FLANGE FRAME DISTANCE SHOWN ^ .; 44 BALANCE L-1� �1/4'MAX TYPE VARIES - - -- ----• , - TYP.ANCHOR SHIM TYP•ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENTAND. WEIGHT 54 EMBEDMENT a 2 TYP.ANCHOR TY PE, EDGE 30 AND EDGE f' �a EMBEDMENT AND EDGE DISTANCE PER ❑� 31 DISTANCE PER , DISTANCE PER SUBSTRATE, SUBSTRATE, � �n n EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR I +�I I I DISTANCE SEE TABLE 2, 18 �n7 87 Ll\V\ Ill.ll� SHEET 2. w r FIXED VISIBLE 4 FIXED 19 20 OPT.SASH TOP FLANGE _I LIGHT WIDTH I EQUAL VISIBLE LIFT RAIL FRAME 2 LEG/BOX LIGHT NOTES: SHOWN BUCK WIDTH FRAME HEIGHT I FOR ALL WINDOWS: I 1 ANCHOR@3.55" HORIZONTAL SECTION A-A SHOWN ,tl* 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER 38•WIDE: � DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 O 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 45 46 47 O SCREWS @I&3/8• INSTALLATION OPTION SHOWN BE USED ON ANY SIDE OF THE MAY 14 35 FROM END. _ FOR WINDOWS WITH WINDOW. 1/4"MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"Mp)( BUCK 50 O ' 0 10 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-3/8• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, Q� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS y 16 DEPICTED AS 2X ARE 1-1/2"THICK 86 + USE EITHER OR GREATER.1XAND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED r� (2)V 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE U!J EQUAL L:S INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAMED�o LEGIBOX �D�o d,17 WEEP LOCATION:6,-5/8° DESIGN AND INSTALLATION IS THE SHOWN FRAME gp NOTCHESAT FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. r_i EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUL?RBVISBD 67 OPENING)IS MEASURED FROM as camptyieg with dw Flaft 1/4"MAX SHIM ANCHORED THROUGH ANCHORED THROUGH Bui1 �� EQUAL-LEG/BOX ��QOO BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL dn7gNo FRAME SHOWN o A pimtttonn 1 -p D 1;11 f I I l 1111 Revised By. Dote: Revlelon: nCt CntilY.27"X 1.25' NO ANCHORS WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS Revised By: Dale: Revision: W/COVER@ 38 FLANGEOR - ,'. 2.B7"FROM - EQUAL-LEG WIDTH 't�` EACH END. FRAME SILLS @SASH:BUCK WIDTH-&1/2' li'- ® Description: Drawn By: @ FIXED LITE:BUCK WIDTH-4-3/8• _ . �6 `"= FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° HEIGHT(EQUAL-LITE) v/�-:'%�•I 1070 TECHNOLOGY DRIVE 71tle: Dale: VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16" la;�`', N.VENICE,.FL 34275 SINGLE HUNG WINDOW,INSTALLATION-LM 05/15/15 ' �i.'•)::,„�'�I;.•,;.•.I,2`�;;• (941)-480-1600 Seriee/Model. Scats: Sheet: Drawing No. Rev. 'A.'LYNN MIC4-RIP.E. CERT. OF AUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A i'?A{IS 5 r TABLE 12: TABLE 12.CONT.; SILICONE HOT-MELT BUM BIII of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description' Material # Part# Description Material STRUCTURAL 3118"NOM. P POLYISOBUTYLEN 1/4"NOM. FOAM 1 620 01 Single Hung Frame ea &Jambs-J-C anne PVC 5 720197 Auto Lock Mechanism C Steel yVrcH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620105 SWDH Frame SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 1s 620129 Sash Rall(Sides,Tap&Bottom) PVC 54 42D1s3 Tilt Latch PVC 76 4SG TPS 77 SPACER®NXT'm (t 17 62D134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tllt Latch Finger Pull Cast Zinc REINFORCEMENT poYLE DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC BUTYSEAL 6/16°NOM. 22 620146 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 6/18°NDM. SEAL BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 1 720194 18ash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rall Reinforcement 6005 T5 AI 65 1 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS :27, 620154 HO Meeting Rail Reinforcement 6005 T5 At 66 1 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS .30; 61644 Weatherstrip,.187"x.270"Fin Pile 67 1 7858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31; 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 721 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPIIe 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 118"),85+/-5 duro. EPDM 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7a DURASEAI 7s XL EDGE' 36 78X3THPX #8 x&'Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum O SPACER O SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC ' '38. 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 I PVC 40` 720X)000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tenslon Spring SS 42' Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43` 720205 Splrel Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) I Vinyl 44 78X114FPAX 1#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 41O SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCT REVISED 77 Quanex Super Spacer nXT with Hot Melt Butyl See this use nplyieg with do Fhpida Sheet for `pfc.Aa„ Noo4,0S 78 Quanex Duraseal Spacer Materials Exp miion Doe rZOZD 79 Cardinal XL Edge Spacer ` ,, Rev4+ed er+ Date: Rovieion: By REFERENCE TEST REPORTS:FTL-8717,8968&8970 '�' "' 'r�;;;,,'��. J R 05/05/16 A)ADDED SPACERS Mi M; nmi We p[oducr Revised By: Date: ReNaion: 0 Description: Drown By: BILL OF MATERIAL(BOM) J ROSOWSKI j 61.�`1��6 u_:n• 1070 TECHNOLOGY DRIVE Title: Date; •.- •i;,I,.;,;i;.,•'•.: .�•' N.VENICE, FL 34275 SINGLE-HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: .. - i��.>;;..:::(';:'.•'r:'';,a;. (941)-480-1600 �i; r•)J;:,,. `.'� ' Sedee/Modei: Style: See: Orvwing No, Rev. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE !A�LVNr ty1)I;L`ER,�P.E. 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. p.�.058705 CERT. OF AU1H. �!29298 S H-5500 NTS 12 OF 13 MD-SH5500-01 A SERIES 5570 IMPACT RESISTANT SLIDING GLASS'DOOR TABLE A. Group Anchor substrate Frame Member Min.Edge In. 'MIN.OF 3 THREADS INCLUDING POCKETS & 9001135" CORNERS Distance Finbadmenl BEYOND THE METAL southern Ile es S am NIB, SUBSTRATE.METAL GENERAL NOTES: ate,areal sMs (SG=0.6S) P-hook Btte —I Na- SUBSTRATE TO MEET MIN. (65) 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, S S Aluminum,6063 TS HoedlSllUJem 3!B' ve' STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, 0.125•mhn.thlcknees P-hook 318• 118- Steel,A36' Head/SOUJamb 3fe• O7 REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 MOW min.ltdokneea P-hook 3I8• o.OBg CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A ItuesdeM) Steel Stud,A653 Gr.33' Head/SIfUJamb ffi8• O.O7P to Ga.) CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071'min,Ihlcknees P-hook 318' 0.071• t4 Ge BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4•Elea P.T.Southern Pine Jamb t• 1.38• JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ullrecon SG"0.65 p-hoo 1• 13r8• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco 410 P.T.southern Pine Heed/SIWJemb t' iJB• FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreleFlex SO.0.651 P•hook t• I've, MIN.STEEL KSI& 0)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,VISION EXTRUSION,LTD. s WIZ sleet wood P.T.southern Pine Head/SltWamb 0/16, tale• MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOAAND BROWN COATED screw 06 SG=0.55 P-hook B1t8' 1-No, (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P-hook 1' t • REFERENCES(TEST REPORTS):FTL•8337,8338,8848.8649,8652&8717;EXOVA-10.002.792(A)810 008-10231; 114'Elea min.265 kel Headi9ill/Jamb 1 ie• 1 yg• "UNGROUTED CMU"VALUES CAMBRIDGE 536753-09; Ullrecon U grouted CMU. Jamb 1' 1-1/4• MAYBE USED FOR GROUTED 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC INCLUDING THE ASTM G90 P-hook 1' 1.1/4• CMU APPLICATIONS. Urgroured CMU, Jamb t-314' 1-114• HIGH VELOCITY HURRICANE ZONE(HVHZ),THE RIGID WHITE,BROWN 8 TAN PVC MANUFACTURED BY VISION tl4•Elea 410 ASTM 0-90 P-hook 1-314• 1.114• EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C s s.CrelaFlar Concrete Head/S11UJamb 1.3r16' 144' IMPACT RATING (COMPONENT REQUIREMENTS). (min.3.35lust) P•tawk 1' 1.3.4' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Head/SBWemb I.1/Y i-3re• RATED FOR LARGE&SMALL 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. min.222 kel P-hook 1-1/Y 148' MISSILE IMPACT RESISTANCE 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670/2770 SERIES. 1/4•Elao 18.8 Ungrouled CMU, Jamb 2' 1-1/4• DESIGN PRESSURE RATING S.S.Alhim-Calor ASTM0-90 P4=k Y 1-1/4' P.T.Saulhem Plne HeadISlWJamb 11 1.3rg' SEE TABLES 1,2&B1,B2 ANCHOR NOTES: s0"0.65 P•hook t• 1-31e• oN SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY Concrete Hea SIII/Jamb 2.112• I-No, APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE t/4•Elco min.285 kel P•hcok 2412' 1.318' REQUIREMENTS. Ultrecon Ungrouled CMU, Jamb 2.11Y 1-1/4' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D A8TM G90 Rtook 2-11Y t•1/a• PRODUCT RENEWED 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL Concrete HeadlSlllWmb 2.112, 1.V41 1/A'Elea 410 min.3,35 kel p-tgok 2-liY 1 yg• ax compty(ng with the Florida 1F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-Il2"THICK OR Bultding Code GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE S.S.GraleFlOk Ungrouled CMU, Jamb 2-11Y t•1/4' NOA-No. 15-1210.01 STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF ASTM t' P-Imok 21/Y 1-1/4• Expiration Data 04/14/2021 RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. �, G Mfaml-D Product Control- 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED ENERAL NOTES.......... 1 13Y . . . BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 J 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRWK, INSTALL DETAILS..............3.6 NON-METALLIC GROUT,MAX.1l4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES........?-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE 0 SUBSTRATE IS WOOD,30f1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING bETA1LS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, STA D ROS U ED: -18 LOCATIONS LOC -......11 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL ANCHOR LOC..................1 INSTRUCTIONS: ASTM E1300A9 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,AOM•2010 SCREEN DETAILS.............20 \`�`t N(LY10 GLASSIREINFORCEMENT. AISI-S100.07/82.2010 PARTS LIST........ ...21 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR No.58705 ' '•* ' HEIGHT. VINYL SLIDING GLASS DOOR NOA(LM) 10l06/15 = 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES b J ROSOWSKI SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE `ro ' DISTANCE. ® t< < %p srntE5 16.'C/ 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF AUTH.429298 14 R k '•.FtORIDa.•' \¢� PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. m �',5'S/ 1070 TECHNOLOGY DRIVE 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 g 6)ADDITIONALLY,SEETHE EXAMPLE ON SHEETS. (941)•480-1600 SGD•6570 NTSIII 1OF21 S MD-5570.0 jQ ALYNNMUER,P.E P.Eg W705 LI. 71 INTERIOR 71 [, 2 INTERIOR son OR 28 66 26 O 20 3T 00 MAX 180 0.0. INTERIOR iB 00 MAX 35°O.C. t 30 o SEE SHEET 19 INTERIOR DETAIL H2 c p 10 90.yM'E9HEET 18I R 137 OUT61bE CORNER 00 � 89 ❑ �-1 t5 40 � on i Tl Q f V+ 3g 1 - � INTERIOR L I 04 MA%105•QC. EXTERIOR BIJI 1 37 ❑O xIK ennRcoR �] 135' O� V 00° a1 U o O33 39 b DETAIL G1 I DETAIL Hll MAX 10.6.O.C.(94 ❑ 136' '� 0 90° Ilnx�l 5 INSIDE CORNER OD� INSIDE CDANEA 40 GI� E%TERIOO 3. NTERIOR 41 O.C. 1 iS;) 1SEE SHEET 19 19 98 89 IL PRODUCT RENEWED as complying with the Florida Bulldfng Coda �OO N 15.1210.01 135° Expirouairallon vote 04/14lZ021 INTERIOR Mlam-Da"'Product Contra . no . NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 OR 25 QUANTITIES,SEE TABLES 1&2.- 111111I I I IIT, 33 3a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ��11 1YNN M!! ''il 35 DEPENDING ON CONFIGURATION. / \�:��p�J��NSE•�F? DETAIL G2 MAX1B.6°O.C. EXTERIOR Q'•'. 136° MAX3.6'O.C.10 95 VINYL SLIDING GLASS DOOR NOA(LM) 1A 10/06116 0.50705 SEE SHEETIO N OUTSIDE CORNER 69 CORNER ASTRAGAL HORIZ.X•SECT. A� J ROSOWSKI � a CERT.OF AUTH.028290 F � r• l R`QA��G � - - 1070 TECHNOLOGY DRIVE SS/ N.VENICE,FL 34276 ONR1I,P.E. (041)-430-1500 SGD-5570 NTS 5OF21 MD-5570,0 y ALY.E0ER PN 60705 OPTIONAL NON- o DETAIL 11 DETAIL 12 STRUCTURAL INTO MASONRY INTO MA60NRY ANCHORSFOR :a'••. Q CONCRETEICMU un INTERIOR POCKET ` 444JJJ 21 n EDGE PER ANCHOR INTERIOR o1 TYP.ANCHORTYPE,EMBEDMENT DISTANCE _ REQUIREMENT JAMB ,• za z7 AND EDGE DISTANCE PER33 SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST rrtrs sHEEr 30 o SHEET 1&NOTE 3,BELOW _ '.'•;:;.; FIGURE t,SVTERLOCKS AT POCKETS: INCLUDE A NONSTRUCTURAL, ?.A:. r FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE 1° " - I OPT POSSIBILITY OF WATER t".,. 21 ANCHOR pp INFILTRATION. 18 `� EMBEDMENT �' `' 0t �CI 114"MAX. POCKET BY OTHERS,SEE 'i•:: 17 opr. ;'� .:,,,•. + i 17 OPT. NOTE 6 BELOW. EXTERIOR d EXTER R o FOR DOOR HEIGHTS OVER 96" a_ p MENT.: IWC 114"MAX. E "•,', '. ,' OPT. v 10 07 MAX.O.C. -,;. :•i•.:: .+ ANCHOR SEE PIG 1 TYP.ANCHOR TYPE,EMBEDMENT CONCRETEICMU THIS SHEET 91 d � AND EDGE DISTANCE PER EDGE PER ANCHOR 2e R 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT �7 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 01 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1:ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE EDGE 2X WOOD BEE ANC P OR PRODUCT RENEWED FRAMING,SEE ANCHOR 3u eomplyIn8 with the Plorlda DISTANCE NOA-No Codo - jDGE � NOTE 9,SHEET 1 DIOPT.ANCHOR Noa-No. 15-1210.01 bETAIL 13 OPT.ANCHOR Explratlon Dato04/1412021 - INTO METAL EMBEDMENT gy 11 OPT. 17 OPT. Miaml-D Praduck Conkrol EMBEDMENT DETAIL 14 1/4"MAX MAX o INrow000 FAIERIOR SEE FIG 1, SEE FIG THIS SHEET 31 02THISSHEE2& R 27 EXTERIORTL 2801 \/ - EXTERIOR POCKET EXTERIOR POCKET �`22��.•''4tGENSC F9 , NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 8 10/05/15 Yc' N0.56705 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. �Q 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. t J ROSOWSKI w` 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® ���� F[oRto?• 'Gam`, 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF AUTH.it29290 o m 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE �A 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N,VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. A.WIN MILLER P.E. (941)-480-1600 SGD-5570 NTS 8 OF 21 # MD•5570.0 REA 68705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (tor all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glass Types 1,3 of 5 80' 84" 06' SHEET 1RFOR COMPLET ANCHOR LIIMITATIONS�D BELOW.SEE TABLE A, Astragal Reinforcement 920 68-15/16'DLO Height 72-15116'DLO Helghl 8445116"DLO Height THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lookstlle Reinforcement#25 or 426 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE Sid.Interlock Reinforoement#27 A B I C I D A I B 1 C D A B C I D CONSIDERED,SEE TABLE B1,THIS SHEET, Design Pressure +60/-60 psf +60/-W psf +80/-60 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 1941W Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO MIDSPAN OF PANEL). � Width Jamb 5 5 5 5 6 5 5 5 5 6 6 6 P-hook 7 7 7 7 7 7 7 7 6 8 e 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +601.60psf +60/-60 psf +601-60 ps1 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-116" Head/Bill C3+1 I C3+1 I C3+1 C3+1 03+1 C3+1 I C3+1 C3+1 03+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30' DLO Jamb 6 6 5 5 6 6 6 5 5 •5 5 5 t Width � P-hook 7 7 7 7 T 7 7 7 8 8 8 8 DeslgnPressure +60/-60psf +60/-60ps/ +60/.60ps1 - 31-1/8' HeadlSlll 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 L 36" DLO Jamb 6 6 5 6 5 6 5 5 5 b 5 5 Width P-hook 7 7 7 7 7 7 7 7 B 8 6 8 E Design Pressure +60140psf +60/-60psf +60/-60ps1 37-1/8° HeadlSlll C3+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 42" DLO TABLE B1: Width Jamb 5 5 5 5 5 5 5 5 5 6 6 6 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH DeslgnPressure +60/-60psf +60/-60psf +60/-Bops! SIII Nom.Sill Max.(+)OP 43-118" Head/518 C3E2C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+148" DLO Riser Helghl Allowed DOORASBEMBLIES Width 6 5 5 5 5 6 5 5 5 6 5 None 1-11/16' See Note t, INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 1 7 7 T 1 7 7 1 7 7 8 8 8 8 w OVERHANG(OH)LENGTH IS as complyIng with the Florida 42 2-1/2' +38.7 psf z EQUAL TO OR GREATER THAN DUllding Cede 43 3-117' +00.0 psf p THE OVERHANG HEIGHT IS NOA-No. 15-1210.01 USED IN EXAMPLE ON SHEET 9 44 q-i/16° +80.0 fxif EXEMPTED FROM WATER Expiration Data 04/14/2021 45 4S/8" +60.0 psf INFILTRATION RESISTANCE. By MIDMI-02�"roduct Control i OLD HEIGHT DOOR HEIGHT D11'1110' ���\O�yyl1.YNNrM/�zr�i,�� PANEL HEIGHT=DOOR HEIGHT-2-1/2" \. �1�;•`jptNSF'.FP TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 = /r 140.59705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 81 DETERMINES THE WATER LIMITED(+)OP. . I DP&ANCHOR QUANTITY TABLE 118,1 J ROSOWSKI i g' 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,ASILL a ='P sT ae Q RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. 0,®' � '• .'f CIE 3)SEE SILL RISER TYPES ON SHEET 4. CERT.OFaurtl.a2szae , .......... 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE RA S SIONA1;`�C,°" 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE.FL 34275 A.LYNN MILLER.P.E. 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (041)-480.1000 SGD-5570 NTS JIF70F 21 MD-5570.0 j i P,E.a 68705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: DdFt He g PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 60" 84" 96° i08" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 429 66-16116°DLO Holght 72-16/16°DLO Helghl 84-15116'DLO Height 96-16116"DLO Height 108.15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Reinforcement 025 Anchor Group Anchor Group Anchor Group- Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinforcementl128 A j e C D A 1 B 1 C D A B I C D A e C I D A B C DOF ANCHORS Design Pressure +100/-100psf +f00/=100psf +100/40Dpsf +60/-65psf +60/-65psf #CLUSTERED ANELMEEHROUGH MEETINE HEADG POINT AND OR C3+1, REQUIRED 1 DLO Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+i C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1l C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT f- 24" DLO Jamb 5 5 6 6 5 5 5 6 8 5 6 b B 6 6 6 6 6 e e MIDSPAN OF PANEL), Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 .7 7 7 1 7 7 7 8 8 8 8 9 1 8 1 9 9. 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/400psf +100/-100Pat +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25.118" HeadlSlll C5+1 C3+1 C3+1 C311 05+1 C3+f C3+1 03+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30° DLO Jamb 5 5 5 5 6 6 6 5 5 b 7 5 6 6 6 6 . 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 9 9 9 9 i0 10 10 10 DsslgnPressurs +100/-100ps! +100/-loops! +100/-100 ! +60/-65psf +60/-65psf FIG1: 1-118" HeadlSlll C5+1 C3+1 C5+1 C3+1 C6+1 C3+1 C5+1 C3+1 C5+ 3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 OH LENGTH 38' LO Jamb 6 6 6 5 5 5 6 6 6 6 7 5 6 6 6 6 6 6 8 6 Idth • P-hook 7 7 7 7 7 7 7 7 8 8 8 • 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES �s Design pleasure +100/-100psf +100/-100psf +f0o/-1 ps! +60/-65psf +60/-65psf O INSTALLED WHERE THE 37-118" HeadfSlll C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 D3+1 CS+1 C3+1 C5+1 C5+1 C5+1 03+1 Gr OVERHANG(OH)LENGTH IS a 42• DLO Jamb 6 5 7 6 5 6 7 6 6 6 8 5 6 8 6 6 8 8 7 6 r EQUAL TO OR GREATER THAN Width 0 THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 8 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER DesfgnPressure +f00/-loops( +100/-100psf +82/92psf +60/-65ps1 +60/-65psf INFILTRATION RESISTANCE. 43-118° Head/Slll C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 15+2 + +2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+148° DLO Jamb 6 5 7 6 5 6 8 5 9 5 6 6 7 6 6 6 8 6Idlh TABLE B2: PRODUCT RENEWED P-txwk 7 7 7 7 7 7 8 B 8 9 9 9 9 e 10 10 10 10 as comp(ying with the Florida Design Pressure +80/-80psf +80/-80psf +80/-6 f +60/65psf +54.1/-b8.7psf, Water•Lfmlted Building Code 491/8' 15.1210.01 Head/S1Il C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 Cb+2 C6+2 Design Pressure NOA-No. 54" DLO Jamb 6 5 6 6 5 6 7 5 6 5 8 5 8 6 8 6 8 6 8 6 Sill Nom.Sill Max.(+)DP Expiration Pate 04/14/2021 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 6 9 9 9 9 10 i Riser Hetht 0 10 1D 9 Allowed ey Mtamt a rogue!Control 651/8° Deal gn Pressure +80/80 psf +80/•60 psf +601-80 psf +68.f/-64 psf +49 6/-53.7psf None 1-11/16' See Note 2 U 60" DLO Head/Slil 05+3 C3+2 C5+3 C3+2 C6+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 42 2-1/2° +38.7 pat Width Jamb 6 5 8 5 6 5 7 6 5 b 8 5 6 8 B 6 8 6 8 6 43 3112' +60,0 psf P-hook 7 7 7 7 7 7 7- 7 8 8 e 6 8 1 9 19 9 10 1 10 1 10 1 10 1 44 4.116" +80.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-618" +100.0 pat DLO WIDTH NOM.PANEL WIDTH-DLO HEIGHT ryDOOR HEIGHTp11-1/18'118" `�rpY1�4YNN PANEL HEIGHT=DOOR HEIGHT-2-1/T' 4•'�cENSF •.•q TABLE NOTES: No.58705 = - 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15THE LESSER VALUES OF EITHER 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE j,� J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,ASILL i (�`•, STATL' RISER IS NOT REQUIRED.IF$0.+DP'S SHOWN IN TABLE 2 MAY BE USED. 3 SEE SILL RISER TYPES ON SHEET 4.__ CERT.aF AOTH.Il2es9e m 'i.siS/)N 1 �C\�` 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A.LYNN MrLLEii,P.E 8)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1000 SGD�570 1 NTS � S OF 21 �$ MD-5570.0 �$ P.E.gae706 EXAMPLE: 4 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERGNE CENTERLINE BEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @J INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6' CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD-SUBSTRATE, MAX. OF PANEL 1 OFPANEL 2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-68.6 PSF POCKETSY OTHERS,SEE NOTE 8, SHEET B +2'ANCHORAGE, 26-318•MAX' g` 8, ANCHORAGE, SHEET]2 '+2`ANCHORAGE, MAX. r, -`� SHEET]2 •C3•CLUSTER 'C3-CL JSTER, SHEET 12 EXTERIOR SHEET 12 SHEEi]2 END ANCHORAGE SEE POCKET JAMB (MIN-1 ANCHOR) OPT.ANCHOR EXTE IOR--.. SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS NON-STRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK) TO AID IN BE ADDED INFIELD AS NEEDED TO - ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN POCKET. SILL 6PLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFIN7ERLOCK OF INTERLOCK ANCHOR INFORMATION. 8' CENTERLINE CENTERLINE CENTERLINE MAX. OFPANELI OFPANEL2 OFPANE43 7, POCKET BY o o o a EXTERIOR INTERIOR OTHER.,SEE NOTES, o 0 0 0 0 0 0 SHEET 8 '+2` `+2'ANCHORAGE, 26-318'MAX. g• ANCHORAGE, '+2•ANCHORAGE, MAX. SHEET II ' 3NEEi 11 SHE ET II C3`CLUSTER. •C3'CLUSTER, EXTERIOR SHEET II SHEET]1 END ANC HDAAGE 12'MAX. 2LB' FRAME JAMB SEE POCKET JAMB (MIN.]ANCHOR) MAX. REQUIRFn n RMTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS PXXX(3 TRACK) PRODUCT RENEWED 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 as complying with tho Plorlds .FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.21--58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE NOA-No. 15-1210.01 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN END PANEL ANCHOR EXCEPTION: Expiration Dato 04M4/2021 DISTANCE To Nexr clusTeR PRESSURE REQUIREMENTS. To BE25.3r3.O.C.OR LESS By Miami-D de o uct Cantrol r FOR WOOD INSTALLATION USING ANY Flesdl8111 C3+2 ( j ANCHOR IN GROUP A(SEE TABLE A),TABLE lamb 5 • 1 SHOWS ANCHOR REQUIREMENTS OF:, P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF ENDAANEL 0'MAX• HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR g, THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID I HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"CT CLUSTER ANCHORS AT 25-3/8',OTHERWISE ANCHORS ARE NOT REQUIRED AS �� �yy LYNN ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PERTHE FIGURE ABOVE: ���>>��•��cellsF';�F�'�, SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. 't= No.5D7D5 FOR PRODUCT REFERENCES,ALSO SEE: JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 A SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT E-HOOK 7 ANCHORS,SHEET 13 FOR GENERAL LAYOUT. STRAIGHT DOOR EXAMPLES JROSOWSKI �1'.� '1-541 W: LOCATIONS OF CROSS-SECTION DRAWINGS. < < .o srA w; B SHEET 10 FOR SPECIFIC GLAZING TYPES, •.�LomoP,.•' 3)INSTALLATION DETAILS INTO WOOD CAN S y C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: CERT.OF auTH,mszee D SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. 1070 TECHNOLOGY DRIVE ) HEAD&SILL:SHEET 4 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 a LYNN MILLER.PE F)SHEET 21 FOR A BILL OF MATERIALS. P'-HOOK:SHEET 0 (941)480-1600 SGD-5570 NTSIll 9 OF 21 i MD-6570.0 f P.EA68705 1-f/f8'NOM. �-- 3110'HS GLASS 7116'NOM. 7118°NOM. .090"PVB 3/16'HS GLASS 3116'HS GLASS 3110,ANN GLASS 76 76 NOTES: 090'PVB 090°90 7/16'AIR SPACE 77 78 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 31%'ANN GLASS PAINTED/ 3110'HS GLASS PAINTED! 3l16'T GLASR PAINTED/ 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATED LAMINATED e2 0 03 ^LAMINATED EXTERIOR GLAZED,PROVIDED THAT THE eo OR at SURFACE 80 OR 01 —— O / "HS"SURFACE OF A LAMINATED GLAZING SURFACE \({ SURFACE EXTERIOR I \ .a EXTERIOR I— G7 fix I a UNIT IS ADHERED TO THE GLAZING LEG. PRODUCTIS-EXTERIOR- ( PRODUCT l5'EXTERIOR PRODUCT IS'EXTERIOR- J \ ( I O 1 "ANN"=ANNEALED i OlA7ED•IF N80.8f IS 7/fi'NOM. GLAZED°IF a80.8115 7/6'NOM. GLAZED-IF a82-631S 718°NOM. TOWARDS THE EXTERIOR.( D ( GLASS TOWARpS THE EXTERIOR.( ( GLASS TOWARDS THE EXTERIOR.( ( GLAS6 "HS"=HEAT STRENGTHENED ( ( BITE ( ( SITE ( I BITE "T"=TEMPERED NI TERIOR INTERIOR ( INTERIOR "PVB"=,090"BUTACITE®PVB INTERLAYER a a a ( BY KURARAY AMERICA,INC. PRODUCT IS'INTERIOR- ( ( PRODUCT IS'INTERIOR- :I PRODUCT IS'INTERIOR- ( ( "SG"=.090"SENTRYGLAS®INTERLAYER GLA7ED'IFa80-8118 ( 78 OLA2ED'IF718D-Bf IS 79 GLAZED'IF a82-B31S ( 79 BY KURARAY AMERICA,INC. TOWARDS THE INTERIOR, TOWARDSTHEINTERIOR.( TOWAROSTHEINTEFUOR. SEENOTE2, BS SEENOTE2. SEENOTE2. 88 THIS S14EET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT-MELT BUTYL 1-1116 NOM. 1-3116"NOM. STRUCTURAL VlS'HS GLASS 3116"ANN GLASS SILICONE 9132'AIR SPACE STRUCTURAL 3/18"NOM. •��"S� POLYISOBUTYLEN 1hr NOM., FOAM HEAT-MIRROR FILM .090'PVe WITH DESICCANT WITH 3/16'HS GLASS 76 78 DESICCANT 7/18'AIRSPACE 77 Te 9132"AIRSPACE EXT.GLASS EXT.GLASS 3118'T GLASS 9N B"T GLASS 3H8°Hff GLASS PAINTED/ PAINTED/ PRODUCT RENEWED as computing with tha,Ficrida 02 OR 00 LAMINATED 84 LAMINATED Buliding Coda SURFACE SURFACE NOA-No, 1S-1210.01 a IDERIOR a Ex._ei RIOR Expiration Dato 04/14/2021 INT.GLASS INT.GLASS PRODUCTIS'EXTERIOR- I \ PRODUCTIS'EXTERIOR- J _ GLAZED"IF 082.8315 1718°NOM. GLAZED'IF i18d 19 17/8'NOM. BS' KODISPACE SUPER TOWARDS THE EXTERIOR.( D ( GLASS TOWARDS THE EXTERIOR.( O ( GLASS Mlami- roduct Contral I rs 7a 0 ml I BITE I ( BITE 4SG TPS SPACER NXT a INTERIOR ( ( a INTERIOR PRODUCT IS'INTERIOR. ( PRODUCT IS'INTERIOR- ALUMINUM GLAZED'IF02.83 IS ( ( 70 GLAZEO'IFa84 IS ( 78 REINFORCEMENT p0LYISO- DESICCANT FILL AREA TOWARDS THE INTERIOR.( TOWARDS THE INTERIOR. BUTYLENE-- 5116"NOM. 5116'NOM. SEAL SEE NOTE 2, B8 SEENOTE2. 7) BUTYL SILICONE SEAL THIS SHEET THISSHEET DESICCANT ROLL-FORMED GLASS TYPE 4 GLASS TYPE 5 FOAM STAINLESS STEEL �0�`( EXT.GLASS �:''�TGENSF'•.�F� Ido.u9%05 EXT.GLASS •'.)Y VINYL SLIDING GLASS DOOR NOA(LM) 10/0$115 INT.GLASS GLAZING DETAILS 4 J ROSOWSKI -�A .� �r INT.GLASS %© T.TS F •(7�` DURASEAL® XL EDGET" •,•�{ORIDP.••% O 7e CER7.OFAUTH.#29296 m m ��1S10NAJ„�-C��`� SPACER SPACER _ 1070TECHNOLOGYDRIVE �$ '"I/IIII+1��` N.VENI'E.FL 34275 A.LYNN MILLER,P.E. - (941)-480-1800 SGO-5570 NTS 100F2i n� MD-5570.0 P.E.a607os SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAOALOR ASTRAGAL OR PANEL_ PANEL INTERLOCK INTERLOCK— PANEL•. CENTERLINE CENTERLINE CENTERLINE 4n CENTERLINE 4"- CENTERLINE 4• T 4" fg��g E�� L o o 0 0 ]{ t o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'CT 2-TRACK CLUSTER'C5' ID 7 TRACK INTERMEDIATE v 2--TRACK INTERMEDIATE V 2TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS ++('ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS � I ASTRAOALOR ASTRAOALOR PANEL INTERLOCK INTERLOCK PANEL CENTERANEL LWE 4" CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" CENTERLINE 0 41 0 0 EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTJERIOR 3.22" EXTERIOR -�/ 3.Z2" 3•TRACKCLUSTER'CT 15 3-TRACK CLUSTER'C5' •`� 3-TRACK INTERMEDIATE &TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS +3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL PANEL— INTERLOCK- INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" o e o 0 0 o EXT�IE--RyIOR 32G2" EXT�fE 1RyIOR 3,22" EXTE-IR�IOR EXTERIOR EXTERIOR V 4 TPACKCLUSTER v 4 TRACK CLUSTER `� 4-TRACK INTERMEDIATE `� 4-TRACK INTERMEDUITE v 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS'ANCHORLOCAT(ONS •+t'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS NOTES, FIGURES PERTAIN70 THEFOLLOWINGSCL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEOIATEANCHOR LOGATKM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM'ALLOWED, 2)TRACK TO-TRACK 2 376" DISTANCE IS 2.376" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376" W2.375' FOR ALL SILLS: uj PRODUCT RENEWED IUtUt// HeedlSlll +1 as eomp%lag with the FloridaBuildin � �I LyNN // Jamb 5 NOA-No. 15-1210.01 ������e`LckNSFM/��Fp�� FIGURES PERTAw TOT11C FOLLOWINOSRL CLUSTERANCHORLOCATIONS: P-hook 7 EXPIratton Date 04M412021 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10106m Min mt-D'ado Product Control ANCHOR LOCATIONS A J ROSOWSKI ; T I 5 1.6 v` ® � �i���'•F(ORIOP••�C�?� CERT.OF AUTH.f1292S8 i�/�lS/ONA1.� �`�` Jamb C3 1 1070TECHNOLOGYDRIVE �L$ r "�rInIL`L k N.VENICE,FL 34275 x (941)460-1500 SGD-5570 NTSL�ljb MO-5570.0 d� A L P.E. P.E. HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL PANEL_ INTERLOCK 4n INTERLOCK 4" PANEL CENTERUNE 4' CENTERUEL 4u CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3,99)" EXTER OR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 2-TRACK CLUSTER'C3' 2-TRACK CLUSTER'C5' `J 2-7RACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS +}'ANCHOR LOCATION 'W ANCHOR LOCATIONS +3'ANCHOR LOCATIONS ASTRAOALOR ASTRAGAL OR PANEL INTERLOCK INTERLOCK— PANEL PANEL CENTERLINE 4„ CENTERLINE 4n CENTERLINE CENTERLINE NT ^ 4.75' CEERLINE_ 4" EXTERIOR —►I 3.22" EXTERIOR EXTERIOR EXTERIOR EXTERIOR 3-TRACK CLUSTER'C3' 3•TRACK CLUSTER'CS• �• 3-TRACK INTERMEDIATE $-RAANCCKHMR`MEOIAOTE 3-TRACKINTERMEDMTE ANCHOR LOCATIONS ANCHOR LOCATIONS Y1'ANCHOR LOCATION �/ '{3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL CENTERLINE 4 INTERLOCK CENTERLINE 4' INTERLOCK—; CENTERLINE CENTERLINE CENTERLW �4"'° Al EXT�+1E--IRIIOR 3,22" EXTERIOR 3,22" EXTC1E�RyIOR EXTERIOR EXTERIOR v 4-TRACK CLUSTER 4-TRACK CLUSTER +F}'ANCHORERMEDIAATE QTRACCK INTERMHOR ATIONS+2' 4TRACK ANCHINTRMEDIATE ONSr3' •C37ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS LOCATION NOTES: FIGURESPERTNNTOIHE FOLLON7NO READ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INiERMEDwTEANCHOR LOCATIONS, J 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS TRAC 2.376" 2)TRACK TO•TRACKW2.3715" ' FOR ALL HEADS: DISTANCE IS 2.376" FOR ALL HEADS: Nee 3(U 1 aRObUyC 9 wIth the RENEWEOrlda \� �q..........If,,'A�. Jamb 5 Bu11diR9 Cade ` a'�� }GEN FIGURES PERTAN TNEF LLOWINOH2A0 NDA-No. 15.1210.01 � L '•�c' �� CLUSTERANCHOA LOCAIKWS: P•h00k 7 tExplratlon bat.04/14/2021 Plo-50705 VINYL SLIDING GLASS DOOR NOA(LM) A 10l05h5 Br t = X-11 MIaml- Pro ue Coatro ANCHOR LOCATIONSB mJROSOWSKI i7. T ,c ••FzoaIDP.•- �•�. Ha S I C3 1 CERT.OF AUTH.p2S288 Jamb 5 1070 TECHNOLOGY DRIVE III 11I I t P•hook 7 N.VENICE,FL 34276 (941)-480-1600 SGD-5570111 NTS 111 12 OF 21 i 111 1 A. P.EpER 68 ER,P.E. 105 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEM: FGURESPERTAl4TOTNEFOLLOWNGNM1MANCNOALOCATIONS. —►1 r— 2.375" —��u � �r�— 4.76" 7.126" UJU C 1 H NCH Hit 6" MAX. 21.8 J a 21.6" 21.6" H �U +1 MAX. MAX. MAX, amb 5 O.C. EXTERIOR O.C. E7E O.C. EXTERIOR P.hook OPT.ANCHOR `r+✓� TO AID IN ALIGNMENT 6" 8" 8" NOTES: MAX. MAX. MAX. •1)STANDARD ANCHOR LOCATIONS SHOWN. �� FOR 3 AND 4 TRACK JAMBS,ANCHORS MAY 1 2-TRACK FRAME I 3 TRACK FRAME I 4 TRACK FRAME BE LOCATED IN ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. Iz' . MAX' JAMB JAMB JAMB (3)WEEP NOTCHES (4)W EEP NOTCHES (6)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.600" PER END @ 1"X.500" I SILL \ SILL SILL EXTERIOR f3 EXTERIOR EXTERIOR . (3)TRACK WEEP HOL 8"MAX ES EVERY 24"@ 1.126"X.100';� (6)TRACK WEEP HOLES\_ (10)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.126"X.�90"; EVERY 24"@ TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X-.500" 24"@ 1.376-X.600" NOTES: 1)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED ```,tT 1111111/F77i OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Flotlda \�� oN�!Y�'IM Mi /i�� 9ullding Code `� ���-.• '' l( 01 15-1210. S 4�OEHSF :FP FlOURESPERTAW TOlHE FOLLOWING POCKET JANB NOA-No. Q P•1100 ANCHORLOCATIONS: ' Exptratron Data 04/14/2021 Z. ��'� No.56795 ••>Y L§VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05115 By = ° >f Mlnml-Da oduct Control '-0: a IS f ANCHOR LOCATIONS Cb J ROSOWSKI '•i6x 6 •'W� - STAT=01 �L� HeetllS(I( C341 - - _ OERT.OFAUTH.ffi8206 Jamb 61 1070 TECHNOLOGY DRIVE P•hook N.VENICE,FL 34275 -` (941).480-1600 S13D.5570 NTS 111 13 OF 21 MD-5570.0 i A LYNN P.E. HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTERANCHORS LAYOUT: FOFIGURESL o DO-oo NERSIL MOHORLOCATKRIS: rim 90° 0 4" 4„ 4" 4„ 4" 4' 4" 4„ c u e Haed/SIII 1 I! k Jamb 6 2 TRACK 90'COANER2" XE TERIOR 3.22"EXTERIOR �I -h00$ 7 1 2•TRACK 9D•CORNER 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 2--7RACX90'CORNER EXTERIOR 2•TRACK.90 CORNER EXTERIOR (USEWHERE'C3'IS SPECIFIED) (USE WHERE-CV IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS j( (USE WHERE'CS'IS SPECIFIED) (USE WHERE-05'19 SPECIFIED) \/ • o PRODUCT RENEWED es comP11 my with the Florida 4" 3u11dln9 Code NOA-No. 15.1210.01 Expiration Data 04/14/2021 4„ 4" 4„ 4" ey Mloml- Product Control EXTERIOR 3.2W EXTERIOR 3.22" 3•1RACK90'CORNER f'7I, 3-TRACK 90•CORNER 3•TRACK90'CORNER EXTERIOR 3-TRACK go CORNER EXTERIOR 'C4"ANCHOR LOCATIONS V 'CS'ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS 'CS'ANCHORLOCATIONS �+y (USE WHERE'CS'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) v - NN 4" 1z No. a" a" 151b `w ° :pU••.- STATE OP `W; • T F(OR\OP.�C9� 4-TRACK 90'CORNER EXTERIOR 4T(tACK 90•CORNER " EXTERIOR EXTERIOR 3.22° EXTERIOR ��'i�SYONAI- 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS —� 4 ANCK90'CO TIO ATRACK 90'CORNER ,IIIIII\ (USEWHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'CWHERE ORLOCATCIFI 'CWHERE OR LOCATIONS �_ _ (USE WHERE'C3'19 SPECIFIED) (USE WHERE-CS'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E,a SaTos FIGURES PERTNNTO THE FOILOMN13WCORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAOutcxoRLocAnons: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D � J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Haed131D 1 Jamb 5 3)TRACK-TO-TRACK K 12 �� R•hdok 7 DISTANCE IS 2.375" 2.376' W6, CERT.OF AUTH H29290 n n FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR]VE N:VENICE.FL 34275 (941).480-1600 SGD-5670111 NTS 111 14 OF 21 11 MD-5570.0 it ERTAIN TOTNE HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURES IU'CO CORNER FOLL'MMORLO AIM&SILL ANCHOR LOCATKNIS: 136 4„ e q' 4' °4" EXTERIOR Jamb6 3.22" 44- EXTERIOR 4„ EXTERIOR FEZ 7 Y TRACK 135•CORNER 2-TRACK 135'CORNER �.f-Iy •C4'ANCHORLOCATIONS 'CS'ANCHOR LOCATIONS 2TRACK 135'CORNER v 2-TRACK I3&•CORNER V (USEWHERE'C3'IS SPECIFIED) (USE WHERE'CS•199PECIFIED) •C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE-C3•IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 4° 4 4' 4" PRODUCT RENEWED ° ° 4" as eomplying with the Florida tEXTERIOR Dutlding Code NOA-No. 15-1210.014 0 Expiration Date041141202EXTERIOR EXTERIIO V 3 22° V 3 92" �7 Mlaml-D Product Control 3--TRACK 135'CORNER 3-TRACK 135'CORNER "C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 3.7RACK135'CORNER 3•TRACH RLCORNER (Use WHERE'G3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'CWANCHORLOCATIONS 'CW WHERE'CS' (USE WHERt:'C3')S SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 4" 4„ 4" 4° ° NI LYNN �iti�•;.LlOFJJg '•. .# 4 °11 4" Ic No.li7170.5 :sY~ 0 EXTERIOR EXTERIOR EXTERIOR EXTERIOR '�,�U•�- !QF6 ,�I, 3.22" 1-L :;OO•••:F(ORIvR•.•'•�tiy�: 4-TRACK 135'CORNER V 4-TRACK 135•CORNER v V ids 'C4'ANCHOR LOCATIONS •OS'ANCHOR LOCATIONS 4•TRACHOR LOCATIONS 4-TRACK LOCATIONS �r S70NA1_ (USE WHERE•C3'IS SPECIFIED) (USE WHERE-GS'IS SPECIFIED) E ANCHOR LOCATIONS 'CW ANCHORLOCATIONS i 11 " (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) l l l 1 111 A.LYNN MILLER,PT_ NOTES: P.E.tF 53To5 FIGURES PERTAINTO THE FOLLO'MNG 135•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) JA 10/06115 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. HeadlSlll 1 Jamb 5 3)TRACKTOTRACK cERT.oFAu7H.a2&23a P-hook 7 DISTANCE IS 2.375" 2.375" t2.376' N N FOR ALL HEADS AND SILLS:- 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (041)•480.1600 j SGD-5570111 NTS f15OF"21 sA MD-5570.0 11 TAIN TO HEAD SPLICE ANCHORS LAYOUT Ca?INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: "S�CEDSLLLANCHOR LOCATONS:D SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4u IOCATION 4" LOCATION 4" s � � � HsedlSill C31 EXTERIOR 3.22+. XTE ERIOR 3,2Z' EMERIOR EMERIOR �J 2TRACKSPUCE 2•TRAMPLICE ' ANCHOR LOCATIONS ANCHOR LOCATIONS Jamb 5 'C4'ANCHOR LOCATIONS' 'CB'ANCHOR LOCATIONS 'CWHERE'C LOCATIONS �/ 'CWHERE ORECFI P-hODk 7 - ` (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE•C3`f33PECIFIEO) (USE WHERE'Cb'1S SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION •4.76' 4" LOCATION 4" p O p o PRODUCT RENEWED as complyying with the Florida EXTERIOR 4" EXTERIOR f 3.22" -EXTERIOR 3.22" EMERIOR 4" Building Cado 3-TRACKSPLICE 15 3•TRACKSPLICE J�j 37RACKSPLICE 3TMCK SPLICE NTIONS OA-No. 15-1210.01 ANCHORLOCATIONS 'CSI ANCHOR LOCATIONS V ��ANCHORLIS SPECIFIED) 'CO-ANCHOR ORLOCAECIFI (USEWHERE'C3•IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE'C3•IS SPECIFIED) (USE WHERE•C5•IS SPECIFIED) Fxpirotlon Date 04/14/2021 By Minml- do duct Control SPLICE SPLICE SPLICE 4.75" SPLICE 4" LOCATION LOCATION 4„ LOCATION LOCATION 0 0 0 0 0 0 0 EXTERIOR 1. 1.1 4" EMEnRIOR 3.22" EXTERIOR 3.22" EXTERIOR .22" 4•TPACKSPUCE v 4TRACKSPUCE 4•TRACKSPLICE �.y 4•TRACKSPLICE ; •� ••(',EIV `. 'C4•ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS 'G4'ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS (USE WHERE-CS-IS SPECIFIED) (USE WHERE•C5-IS SPECIFIED) y'r: '••y`i (USE WHERE'C3•IS SPECIFIED) (USE WHERE TV IS SPECIFIED) NO.58705 ;7o sTT f6_ ))ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. F'S'ONAI FIGURES PERTAINTOTHE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A•LYNN VJLLER•P.E. HEAD ANCHOR LOCATION& FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET B. P.E.a 53105 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 DISTANCE IS 2.375" t2.375- 2.37V FORALL HEADS AND SILLS: ANCHOR LOCATIONS F J ROSOWSKI _ CERT.OF AUTH.N2g208 HaedlSlll C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.. 1070 TECHNOLOGY DRIVE Jamb 5 — N.VENICE,FL 34275 P-hook 7 (041)480-1800 SGD-55701 NTS 1 160F21 MD•5570.0 i�� _ PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE88' INSIDE80° OUTSIDET85' INSIDE 135' C DOUBLE I-q- ASTRAGAL TYPES SINGLE SINGLE FIX90 LOCKSTILE • ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK - INTERLOCK INTERLOCK STILE WIHANDLE BOXOUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER IUBLE NTERIOR OR /� EXTERIOR GLAZED OUT !N IN1 LOCKSTILE �-1� INTERLOCK SINGLE E F PP K L L TC TA TV TW LOCKSTILE 1.—�° r'� ASTRAGAL INTERLOCK OUT laoxo°q (eoXwl SINGLE SINGLE . INDOUBLE TERLOCK � ] `t INTERLOCK 6 P A C C SC Y r SA SV S SD IMEEtLOCK ul IN moxoM ma%wl FIXED RR R S S FC FD FV FV�/ A DOUBLE L �„� INTERLOCK STf(-E LIJ LOCKSTILE J U ASTRAGAL J s w nnru L06KSTILE -1 W/HANDLE D M J Po'xpl DSINTERLOCK INTERGIODOUBLE °K ASTRAGAL LR T LL U - BOX OIJi � {noxouq ox ox Lu ASTRAGAL N BOXIN T x °DT.6o'w RECEIVER CT CS CF z RECEIVER Q IN.BG AT AS DF a Erb PRODUCT RENEWED OUT.135' '/T /�L S/F oe complying With the Florida ASTRAGAL V �/J V/ NOA-NB Code RECEIVER NOA-No. 15-1210.01 lit 135° 1 A/T 71 A S/C 'n'F e><ptratlon Hera 04/14/2021 ASTRAGAL �j� V V RECEIVER By Mlaml- Wif Product Control RIGHT LEFT PANEL PANEL P - ANE STILE STILE PANEL TYPE "F'SHOWN. Ly PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.5G705 � � = 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE = NOT AVAILABLE. �~ PANEL TYPESS J R050WSKI -'v ,, , 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL.CONFIGURATIONS IS 60 Fff. < Q 'I';N SI�A�E�- :•'i�I "'•FWRIOa.-'' \�z 1 4)PANEL TYPE.MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OF AUTH.p29296 TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE. N:VENICE,FL 34275 A LYNN MLLLER,P.E_ (i41)-480-1600 SGO.5570 NTS 17OF21 MD-6570,0 #' p,EM6B705 Q6.676 10.835 500 540 126 r-•650 281 081 782 100 11 -,930 �� .100 Q 2 1,881 W 301 LOCK AP- 28 O1 2 TRACK HEADMAMB ©4 TRACK SILL COVER(PVC) @)ANCHOR PLATE Q TRACK INSERT 10 IENXTTE ENDED POCKET 6.178 }�{ 1.000 262 231 _060 -�� 2.080 }�- 100 ►{ f �-- --8.250- ►j--7� 6.250--►� LIp 1,435 tI`1 1� 082 .y 1.813 r I 080 T 0 .100 ED p .949I � / 1.813 1 p U 1.681 u-�lug'-.062 080 0 �.100 UA 4Q® ram® BOTTOM RAIL FRAME SILL 13LTRACK 17 pH00KADAP70R t8 P-HOOK 11 12 COVER O 3 TRACK HEAD/JAMB ®3 TRACK SILL SUPPORT ADD-ON .540 .291 061 r.229 2.975- •094 1�25141►I� 10.625 540 r 3,000 �S .076 "6.181751 ►) .500 ' I�-2.807 '-I� 1.408 �� ILJIU � 3 p 81 �4- IIIII�-.062 . 082 .J. .329100 3t dQ 19 EXTENDED )KEEPER Q BAR OVERMENT QBAIRNFORCEMEN7 FIXED PANEL CLIP ®PLATE RCEMEN7 O5 4 TRACK HEADIJAMB 02 2 TRACK SILL 2.838-� ZI 1.5701. 1.625 1.695 1.595 3 309 +--2,898 5b -� .080 3.A83 r-.125 2.073 .099 .070 .076 � A.835 4.279 .100 2.833 2.388 2.768 .A00 ®..2.768 I 2.210 �.090 2.116 2.025 312 ❑ ©4 INTERIOR JAMB COVER ! 1 .300 t L►I I--.180 �I -2.710 �� 1.876 PRODUCT RENEWED .110 1-.- 120 �.182 .120 I--,182 2,291 .109 ascompl In wlth the Florida PANEL STILE,TOP ©AND STILE © AND STILE REINFORCEMENT, ©REINFORCEMENT, REIN ORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER GAL WENDED POCKETK 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL HOA-No o�a 15.1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration CatoO4/14/2021 REINFORCEMENT y- 3.462 3.328 r+ -3,345 NOTES. mlaml:w Product control 1.472 919 1)SEE SHEET 4 FOR -' 3.209 .060 3.713 .125 .090 SILL RISERS. 2A7g25 .0461_7229 0 3.247 3.345 I.080 2)SEE SHEET 20 O70' 1 085-�- _ I+ 919 FOR SCREEN PARTS. .300 1.170-4- 135'CORNER 135'CORNER 135'CORNER 138'CORNER 90'CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS ASTRAGAL 38 PASSIVE MOUNT DASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, ®ASTRAGAL CAP, IN INCHES. �I I I I I I t�r EXTERIOR INTERIOR EXTERIOR INTERIOR ���`O1V Ly"41� C -►1.912 .912 .210 ,262 No.697ob .173 � � ��?• �tCCI,Js� •`�' O85 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ��. Yt�N 1.261 .082 1.261 1.261 el.2611,261 = EXTRUSIONS �& J ROSOWSKI -•0 i � / �.Y_� 80 7118 81 7/18" 82 1-1/18 83 1-1/18 84 1.3/16 •. <oR1U1".•'1t�� CERT.OF AUTH.029296 SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD 1070 TECHNOLOGY DRIVES �i s/C�n1A1 I�C�;�,\ N.VENICE,FL 34276 2 A.LYNNMILLER.P.E. (941)-480-1600 SGD-6670 N75 18OF21 9i MD-5570.0 yvp P.E.066705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD oo CLIP INTO INTO FRAME ATTACHMENT (4)ANCHOR PANEL JAMB$ HEADER ASSEMBLY �o TYPE AS USED ° INSTALL ONE BLOCK AT e4 IN INSTALLATION, STILE SUBSTRATE,SEE BLOCK TABLET EACH INTERLOCK. TABLE A,SHEET 1 AT ASTRAGAL,INSTALL as(3)#10 X ° ONE BLOCK THAT (3)#8 X 1.6"SMS �� SPANS BOTH PANELS. B0 V SMS FIXED PANEL CLIP \ FIXED^' zs PANEL INSTALL ONE CLIP AT THE B5(2)114" CLIP MIDSPAN OF EACH FIXED X 2-114'SMS PANEL-TO-FRAME JAMB LOCATION. #8 X 1"9a \ SMS \ ( zt BAR COVER Af X2"SMS sa 22 REINF.BAR of #8 X 1-114"SMS KEEPER to q \ J JAMB TO \_ KEEPE SILLR TO JAMB ASSEMBLY \ ATTACHMENT d 9 \\ ( j LOCKING JAMB PRODUCT RENEWED Building lyong with 1he Florida REINFORCEMENT PLATE O� In dd ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER 10 NOA No. 15-1210.01 @ 34-112"MAX O.C. OXXX SHOWN Expiration Dote 04/4412021 9 �J(��J Mlaml-Da duct Control (4)#10X oe �Lf 2"SMS saINTERLOCK INTERIOR CUP COVER \ NOTES EXTERIOR 24 \ INTERLOCK 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2 SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. LYNAI BOTTOMSUPPORT I 1t B4 2 112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#,IS REQUIREDAT ALL FRAME ANCHOR LOCATIONS. ;�MENTS. ` r,�>�EN E�+�/��Ff� (2)#10 X 1"SMS �Y' THROUGH SUPPORT,9z VINYL SLIDING GLASS DOOR NOA(LM) 10/05l15 INTO PANEL PANEL g #10 X ACCESSORIES INSTALLATION 5m J ROSOWSKI INTERLOCK SILL RETAINER a'1-1/2"SMS ASSEMBLY ® a �� =A) sr cr F ALL PANEL CORNERS CERT.OFAUTH.M9298 % �'�'• �tol¢loa. ' ���� CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE;FL 34275 s I I i + (90)-480-1800 SGD-5670 NTSIII i90F21 £ MD-5570.0 A•IYNNMILLER.P.E. P.EJf 6670a BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: &R& 6 ❑ ' ❑a 126 10B V -tiJ0 6 �� 121 133 123 132 A 0�102 11B 103 111 108 11B ` HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE t20 EXAMPLE 116 32 t31 ,i 33 102 111 108 111 1 3 2R 6U d 9 116 t 0'�/-�/ HORIZONTAL SECTION EXAMPLE 100 11 120 t0a 102 HORIZONTAL SECTION 11r 1.081 r.— 1.081 EXAMPLE I 1.778 1.778 936 .875 (.— .876 1.020 r-- �-h 050 —►I-+—050 .045 120 SCREEN 121 SCREEN 122 SCREEN OXO 1.093 D.002 874FRAME SIDE RAIL, ASTRAGAL jjj 2)?I�IL1RAIL LATCH ADAPTER "�—.OB2 L 062 PRODUCT yng with th RENEWED Florida BOXSCREEN BOX SCREEN BOXSCREEN Building Ca do 100 TOP RAIL 701 BOTTOM RAIL t02 SIDE RAIL r- 726 I►y 1.435 yam- NOA-No. 15-1210.01 ,2r .785 782 I Expiration Bata04/14/2021 OR -.B4D BY t130 tie 1.020 1.593 tee .062 Mlaml-Oad� quet Control 101 ��//������� 7--�1.373 r— 12D 123 SCREEN VINYL t24 FRAME SILL 2 "LJ l`/ 1.872 T 063 2 1r 4 c ADAPTERASTRAGA SCREEN ADD ON - —,065 1.833 0 llILA 124 107 o L .062 ---�I F --.372 BOX BOX 106 103 BOX SCREEN SCREEN 104 SCREEN OXO INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER VERTICAL SECTION VER EXA ION EXAMPLE EXAMPLE NOTES: 1.3oB 1)ALL DIMENSIONS IN INCHES. 1.487 1� �yGENSE' 1.343 055 r- Y 0 1.4187 �+— 1.510_.r_ 0 VINYL SLIDING GLASS DOOR NOA(LM) S 10/05115 No.5a7050 SCREEN DETAILSm` J ROSOWSKI BOXSCREEN B OX SCREEN BOXSCREENHEAD < < rr it,100 for t0B AND JAMB ADD-ON ® - -dry. sT ris fG ASTRAGAL SILL ADD-ON C� - - ADAPTER CERT.OF AVTH.ti29208 m �s'�F<nR..... 1070 TECHNOLOGY DRIVE ',S7pplq�, •� N:VENICE,FL 34275 aLvr'11+IMILLEri P.E. (941)-480-1600 SGD-6570 NTS 120OF21 Mb-5570.0 � P.EH667es TABLE C: TABLE D:BOX SCREEN # Pert# Description Material # Part# Description Material # Pert# I Description Material 1 19001 2-Track HeadNamb Plod PVC 42 19086 SIII Wear-(2.1/21) 6063-TB Alum. 10D 12268 18ox Screen Top Rall 8063 T6 AI 2 19002 2-Track Sill Rigid PVC 43 19022A SIII Riser-(3.1/2) 6083-TB Alum. 101 12257 1 Box Screen Bolton Rail 606376 AI 3 19025 3-Track Head/Jamb Rigid PVC 44 IDD23A SID Rlsor-(4-VIV') BOSS-TilAlum. 102 1226E Box Screen Side Rail 8083T6Ali 4 19028 3-Track Sill Rigid PVC 45 18024A Sill Wser-4-618" 8083•TOAlum, 103 64428 Box Screenlntedoak 608376At 6 19027 4-Track Head/Jamb Rigid PVC 60 T18609W .187"'x.320"Flnseel(Stile) 104 17347A Box Screen Snap on Bug Flap 668376 AI 8 10028 4:Rack SIII Rigid PVC fit 71695K 1.112'x 1"x 314"Fln Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 6083 T8 AI 7 1WO9 Frame Screw Corer Rigid PVC 62 71698 Dust Plug 108 17349 Box Screen Aottagol Adapter 606376 AI 8 IPD31 Anchor Plato WOMBAIum, 80 419041 IntedockCII cover PVC 107 .19039 Box Screen Frame Sill 608376AI 9 19007 hack hisert 6083-T6 Alum, 61 78163X Tandem Roller Assembly SS 10B 19038 Box Screen HeadlJamb Add-on BOBS T8 At J 10 1OD84 Interlock Cap-Extended Pocket Rigid PVC 62 781ON Tandem Roller Assembly Nylon 100 720XIX #14-20 x V MS @ T Rail SS 11 19036 Bottom Rail Support W83-TO Alum. 63 78k76FPTX #8 x 314"Ph.FH SMS 0 Roller&Refnt SB 110 72DX112X 914.20 x 1.1/2,MS a Bottom Rail SS 12 19DO6A Cuter Sill Cover (INS-TSAlum 64 419042 Frame Header Block Nylon Ill 71703G Wat,.270'x AW-FIR Seal 13 19011 SIII Track Corer Rigid PVC es 48052 Roller Ad].Hole Plug PVC 112 81806K Watp,,18T'x,6W'QBug Flap 17 19032 P-Hook Adapter 608346Alum. 68 44386 4 Hole Bumper Stop PVC 113 78RAZ Standard Roller Ian- 18 19020 P-Hook 6083-TB Alum. 77 70X114FP7X #6 x 1-114"Ph.FH SMS @Bumper Stop as 114 78RAX HO Roller SS 19 19047M I Extended Keeper 6063-T6 Alum 68 716980 SIII Plug PVC 116 %lades Screen Locking Hardware Stool 20 19029M lKeepor W83•To Alum. 60 76166X Gemini Mortise Lock wilong Trlm plate Stea1/SS 118 419053 Screen Keeper Stool 21 19014 lRainforcement Bar Cover Wgld PVC 70 1 71032X1FPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76XIPPA 48 x V Ph.PH SMS Steel 22 19030 Reinfotcemant Bar 6OD5-T6 Alum. 71 %adea Handle Kit Cost Zinc, 118 16=314 Scroan Spline-.160'&.185" Vinyl 23 1B037M Fixed Panel Clip 8083•TBAIum, 72 19054 Interlock Retainer Clip Nylon 1i9 1818C2D Screen tlolh Fl lase 24 19036M Reinforcement Plate 6083-TB Alum 76 Kommeding 4SG TPS Spacer System a Sheet TABLE E:STANDARD SCREEN 26 10017M Top Rail,Bottom Rog and Lockelils 8006-T6 Alum. 76 Quanex Super Spacer n Se Xr with Hot Malt Butyl for 28 19D48 Reinforcement Composite 77 Quanox Duresael 10 # Part# Description Material Materials 27 19018M Interlock-300 Relnfacamant,Std. 6006•T6 Alum. 78 Cardinal XI-Edge Spacer 120 12033 Screen Frame Roll 6083 T6 Al 28 19013M Interlock.400 Reinforcement,HD 600646 Alum, 79 Dow Corning 995 or 0E-7700 Backbedding Slllcone 121 12026A Screen Frame-Side Roll(Latch) 8083 75 Al 29 19019M AslregelRelnfatcement OD05-TSAlum. 80 19090 7/18"Squats Bead RigIdPVC 122 17353 Screen OXOAsllagalAdaptor 006376A] 30 19083 Extended Pocket Interlock Adaptor 6063-T8 Alum. 81 7116"Beveled Bead Rigid PVC 123 48MK Soreen Vinyl Astragal Adapter Rlgld PVC 31 1110011 Interlock Adaptor Rigid PVC 82 19044 1-1/16"Beveled Bead Rigid PVC 124 100128 Frame Sill Screen Add-on 6063 T6 At 32 IM08 Astragal Add-on Mold PVC 83 19046 1-1/16'Ogee Bead Rigid PVC 125 6FP95K Bug Flap,86+/-5 duro. Vinyl 33 19004 Panel Stile,ToplBottom Rail Wgid PVC 84 19016 1-3115'Ogea Bead RI91d PVC 120 78Xl12PSATS #8 x 1.112"Ph.PH SMS(Assembly) SS 34 19040 InterlorJambCorer W83.78Aium. 85 71726K Salting Black 112"x4"x111G',85+/-6dura Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Nylon 35 19078 136'Comet Aalragal 13W"BAlum 68 71726K Salting Block V x 4"x 1/1a",85+1.6 duro. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS i` 38 19077 113W Caner Astragal Passhe Mount Bg83-TBAlum. 90 781PSTX 98 x 1"PIL PH SMS @ Frame Assembly SS 129 vades Screen Locking Hurdwere Steel 37 19079' 136'Caner Astragal Cap-Ext. F6gld PVC 91 78MI4PHPT41OX #8 x 1.1f4"Ph,PH SMS @ Relnt Bar SS 130 710X34PPSDAX #10 x 3/4'Ph.PH SMS 0 Screen Ash SS n' 38 19080 135'Comer Astragal Cap-Int. Mold PVC 92 710XlPHPTi8.8X #10 x 1"Ph.PH SMs 11 Roll support SS 131 70X12PPSMSX #8 x 1/2`Ph.PH SMS(@ DocrAst. SS 39 19076 90'Corner Astragal 60B3-T8 Alum. 93 71OX116PPX #lox 1.112,Ph.PH SMSilo Fxd.Pnl.Gip a3 132 1692/3/4 Screen Spline-.147 Vinyl 40 190BI 9D'Caner Askagal Cap-Ext. Rigid PVC 94 710X2.8PHPT18.8X #to x 2.112'Ph.PH SMS @ Relnt Plate/Ast. 88 133 1BIBC20 Screen Cloth Fiber lyi 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 85 71420X2.26FPFX 912 x 21/4"Ph,PH SMS @ Hdr,Block SS 96 71OX1.76PPX #lox 1.3/4"Ph.FH SMS(�Keeper SS 07 710X34PPX 1#101t WN'Ph,PH SMS @ Ext.Pkt.Int. SS PRODUCT RENEWED. as cam I In with the Florida %%% LYNN r rrrri NOA-No. ae 15-1210.01 Expiration 1) VINYL VINYL SLIDING GLASS DOOR NOA(LM) 10/05/.5 ey 'tr' Na.58706 _ Miami- Product Contra PARTS LIST �'J ROSOWSKI n �- is l6 ;:0 CERT-OF AUTH,#20298 $ R� �;'�� F<OR101+. •��`� NOTES: ._. 1070 TECHNOLOGY DRIVE 1)ITEMS#14-16,46.49,63.50,73,74&87-89,98&09 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,rL 34275Jill -480-1600 GD- 0 A LYNN MILLER,P.E.(941) .