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y i sr 3 t '_a 3''.` 'moi '"'• TO BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search � ProuF:�E t ctpproval SER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL119 V �¢ } Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive , West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters . Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bennardo,P.E. Validation Checklist T Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCIpdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 I Summary of Products FLL,640Model,Number or Name Description a 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number 15- to provide hurricane protection. 045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964_R3;II EASTERN,_METAL SUPPLY_INC,__DRWG 1.5.. Approved for use outside HVHZ:Yes 045.pdf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964.._R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC..,.,_P.E.-R,...._DRWG,15.045,.pdf pressures. Created by Independent Third Party:Yes 11964.2 F24Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to 2inch)-Drawing number 15 provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3. II EASTERN METALSUPPLY INC._DRWG_15= Approved for use outside HVHZ:Yes 0.41.pdf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11954....R.3._AE_._EASTERNMETAL_S...UPPLY installation drawing number 08-149 for other spans and INC _P..E R,..._DRING 15.041,pdf pressures. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement - Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-'records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ,,,reolt Card Safe of WA 1 i 5 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODF_ THIS STORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.C. TApcoNs, ELco pANELMATE. ELCO INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4-. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE FORA WIND SPEED AS REQUIRED'BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR.INSTALLATIONS UNDER 2014 FBC AND SHALL 1/4"0.20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXI ''NOT-EXCEED THE MAXIMUM•(A_S.D) DESIGN PRESSURE RATINGS INDICATED,ON SHEETS-2-7, 9 THRU 17. WITH No STUCCO. IN ORDER TO VERIFY THE ABOVE 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE CONDITION. ULTIMATE DESIGN WIND LOADS'DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.SD- DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHA TO COMPARE THESE W/ MAX. (kS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN B-1) & B.2) ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND.ANCHORS ON-THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33%-• INCREASE IN ALLOWABLE STRESS FOR MIND LOADS WAS NIT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & I PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER. STUCCO OR AN AN USED FOR VERIFICATION OF FASTENERS IN WOOD. STUCCO OR (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENbATIO STORM PANEL'S ADEQUACY"FOR IMPACT AND FATIGUE RESISTANCE HAS-BEEN VERIFIED-IN ACCORDANCE WITH SECTION MANUFACTURER. NS AND SPECIF11 1609-1.2 OF THE ABOVE MENTIONED CODE As PER AMERICAN TESTLAB REPORTS # 0321.01-05, # 0812.01-05 AND # 0119-01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WINID ZONES 1, 2 AND 3; 'UZMISSILE TYPE D-(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 1.1 AND 6.2.1. 7. PANELS 2 OF ASTM E 1996-02- MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOW (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3. 3A & 4 SHALL NOT HE USED. 2, ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY-THE SOUNDNESS OF 3. ALL ALUMINUM EXTRUSIONS SjWj BE ALUMINUM ASSO IATION.G063-T6 ALLOY &TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATIA STORM PANEL COMPONENTS 04 STUDDED PLATE A a5 SNAP CAP ARE PATENT PENDING- WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED-CARBON STEEL AS PER 9- THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WH DIN 50018.W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY_W/ FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SH SECTION 2411.33,4. LENGTH, 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AlSl 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH, 10- (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE IN 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) PROJECT, i... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND I 1/4"0 TAPCON ANCHORS AS-MANUFACTURED BY I.T.W./BUILDER. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM -1/4-0 S.G. TAPCONS AS MANUFACTURED BY ITINI BUILDEX. DOCUMENT. CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIall -1/4"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/+-0 X 3/4-SOLID SEC ANCHORS, AS DISTRIBUTED By ALL POINTS SCREW. BOLT& SPECIALTY COMPANY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE spEcinc PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINE A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C. TAPCONS IS 1 314"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL B PANE-MATE AND ELCO TVAS 15 2"_ USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGI,NEE A,2)�3/4-0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. -STUCCO SHALL BE PERMITTED. -1/4"0 -20 smaW§usEb SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. AND I- MINIMUM FOR (e) TRIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE WALLS WITH NO STUCCO. THAT PREPARED IT. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURIEWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAT! FLOOR, ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL S SHALL BE AS INDICATED ON NOTES &I) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING (8) TO EXISTING CONCRETE BLOCK WALL- • -1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/ BUILDER. -1/4-0 PANEL MATES ANCHORS MALE OR TVA$AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'0 x 3/4'SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORID FLORIDA BUILDING CODE 02015 llurw.1= 0.050" BERTHA 4417 (2. 0 EASTERN M eINC TILUT TESTING do WEST ENGINEERING COMPANY KST (551)2" "o. PHONE. WALFLORIDAR Lic.A TIUff4416Jr..7 P.E. ao 11-221 14.101"(TOTAL WIDTH) k6_000-(EFFEC77VE OTAL WIDTH) 12000'(EFFECTNE WIDTH) WIDTH)1.070" . 1070" 1.070" 80' 1 APPLICABLE -AM-M fU�f A S-D DFSJGN P�SSEW RATDATG {p S f,) AND00100' nrn� (rCORRESPONDING Axrarrrau Pdlv�r LENGTH '� SCH250' �.. 0.2 0" a 4 �i p °h -1 2.020"F ` T PANIIS RETAM0 AT BOTH 2'ANBLS RETAllM AT LEAST -�20201' 12.020"I- ENDS p1TH TR40M IN ONE OF 7EM ENDS FULL"PANEL-W� fNEMILIED EDGES HALF Pd NEL ..W/ HFMMF_D EDGES >! OR DIRRCT MOUNM 03@ OR Qb* 14.375'(TOTAL WIDTH) 8.425"(TOTAL WIDTH) A.SD DESIGN Mur.PANEL LENGTH iygp, N Mox-PANEL(ENGIN f 000" EFFECTIVE W1DTN� PREs'-qtr&E NnnNc L Cry) 2- ( ) 6.000(EF7EC71VE- WIDTH) (UREA PRESSURE&-X N LEL) 1-070" - j 170" r-070' 1-070" (as-L) - I 4.0160' r7D' /a �( +30.01 -30.013'-O" +30.0, -30.0 13•-O" �,5. 2 AS APPaCAB[E �/ 7.[150"l7YP.} I 0•®1SAPPUCA61E (rYl><) O q (1YP•) /1.O.�D�tYP.} -{ +35.R -55.0 12=8' +35.0, -35.0 12'_0- © b N p N +40.0, -40-0 12"-4" +40.0, -40.0 0 0 2020"`. ,�..h..„ .•. �_-•'�::2.Pzo".�-. -. a -...-............:_.......:_-�..:-•,,:,. - 2.020" +45.0, -45.0 12"-O' +45.0, -45-0 10'_0- •XOPTIONAL FULL PANEL W,/0 HEMMED EDGES +'"' Df'TIQNAL HALF PANEL W,LD HEMMED EDGES +50.0, -5o-D 11"_D- +so-D, -50.0 9'-0- \ x +55.0, -55.0 1p'._p" +55.0 -55-0 6'-2' @i, STORM PANEL ....-_,.. SCALE: 1/4:..,....1 9�-4 •+60.0, -60.0 7'-6' •------••-,:.�.,,____-f•, --.,t' +60.0, -60-0 +70-0, -70.0 8"-0" +70-Q -70.0 6'-5- 1-3r" CONCRE7EANCHORS (SEESGNEDULE) � +80.0, -80.0 7'-O' +80.01 -80-0 5 6' �I I Mix 0 I Mn. +90.01 -90.0 6'-3' +90-Q -90.0 �rLO- 0 0 +90-0, -100.0 5'-7' +90.0, -100.0 j +90--0, -110.0 5•-1- +900, -110.0 $•-0- 0 +90.0• -120.0 +90-0, -120.0 v _ +900, -130.0 9"-4 r/z' NO MAX-A.S.D. DESIGN PRESSURE RATING&MAXIMUM A -A PANEL LENGIH R INTERNALLY REMOUABCE PANELS AS PER W MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS 2 _ + 50.0, - 50.0 p.S.L W/88'MAX- PANEL a LENGTH, - PANELASD. DNESIGN PRESSURE RAANG&MAXIMUM FOR MOUNTTNG AS PER ALTERNATIVE/11 AND 14 ON SWEET 14A AND 15 OF 17, RESPECTIVELY,ARE � ( 3 +50.0,-60.0 p.s-f. FOR 78'Max. PANEL LENGTH, oX-I---CONCRETE ST(JRMANCHORS .PANELNEDULE)- -.!A37'-I `;�0.\P�,MaxY1R1p da�2��`T!!! .. LENG7N.AND OQ -�O p.s.t. FOR UP 7Y7 1tt8"PANE2. I Min. `1 TYPICAL ELEVATION L�GEIVF .�Y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1/41�0 4Q!C?7 = 02015 11LIEW,01C. 0.050" BERTHA ALUMINUM STORM PANEL rnt y Rx- f-1/4'Max GAP 'Mox. GAP-� w - (2.00" DEEP) DRAWN l B} EASTERN METAL SUPPLY, INC d3r24 15 47E- 268 DRAS 7 15-045�. v 1ME�5 , WEST ROADS TRLn TESTING S ENGINEERING CoSRPANy 'J`ESI PALM$ACY,FL.J3401 !�• �ti W55 N.P.36tl,. yes Ywm�n Ai66 PHONE(561 209-6263,FAX: 567 841-1716 ... .. SEGT(OIY 4-A-• : . ' rj�'f tt C ;1�� ? . A :tsar.-es'03m.rm:t�`w'n6,IL ( } N. I.S. f p t 11 1 e EB-0006719 nom,w o on ) wac eav,w ocaes�w urc DRAWNG Na OI 1G71N@@@@iki@iit'" WALTER A TIUJT Jc,P.E. a ao n-011 1 3 ... FLORIDA Lie.44157 i SHEET 2 OF f7 i 0 7151' 0.010 OP.X 0.010 R 2.366 1 4.0-20 a S MACHINE .zr4- . � BOLT W/NUT @ WASHE{T � �yti� r n P- cli ... + 4 Jam. ti .094" N cont AHY �1z`Tr. _ + 094' 'vr v w160 h -115' .091' n f T— —Tn gyp• L .090' .090' .�" ti 2175• ~ 2 0 � �07.464'1-2464• \ 1. - —iT . .h o HFA HEADER 5O — © DER O 3A OPT/ONAL 3' Max. 'U' BU/LD OUT HEADER •�;y�,•a�- 3 3' MOX. 'U' 8UIL0 OUT scvE;J/8'_r- srwfE:.r/e•-1 _ SCVE:5A'-,' -750' .750" ..)�' -374- f/RIVETED TO ANOLE0 .�I• .125__ t--. -,v0• .Tea' 1/i ar t°m M.� n° QTDM7r 750 ®SPACENCS SHOWN a,2'a c In UC LOCATWN ON 5£CRON3 n . ^q L ^ .StF - Xm I q ALTFWNIF �' °' OErat , o i ac7�a L 1�MINI WALL 1.75'x0.632 11 • 70 REVERSED F'ANGLE TRACK ® 'F' TRACK ANGLE 90 STUDDED ANGLE ANGLE WITH STUDANGLE sc4E:J I' 6063-,5 AW n-AHOY SCOE•1/r=,• Ails' 0.317' ' `� o 0.317' 0 0.317- T— N .666, 750 /.650 2-760 61J 2 ? �— . 0.750' m 0.3.13' ryV mCE Ol'0r r 1 L— .471' 0.625 t=Min. -085' LARGE KEY HOLE (OPTION 1) SMALL KEY HOLE (OPTION 2) 12A BOUND HOLE AT PANEL 379 s :.i/e'-r• sag 12 KEYHOLE AT PANEL 1� KEY HOLE WASHER 3,05-H,31 Ak i Af r 60&- AU S=E:J/4'-r JSCYG J/8' las' 643 b 11 .,25• r.06J' .26,' o - - 2.166- o .. 1.373' TYP-' j � I � FLORIDA BUILDING CODE 16 020,5 7WECO,M 8.0. ANGLE -I 1e7r 0.050" BERTHA 1©SNAP CAP WAX:J/4'_, (2. 6cvw ,- .DETAIL 1: STUD W/WING NUT EASTERN M 4269 TILLIT TESTING d ENGINEERING COMPANY QTCOMPONENTS 0755 NW.350 A,su. PHONE(561)2P0 9 . .. - .. .. ... Plrorm:(305)871-1330.F (705)871-15JI w.v.Mi o6Odvrlml EB-0006719 ' WALTER A-TILLIT Jr-, P-E' av rr-zl, FLORIDA Uc.44167 9 Cont. lT50' POURED CONCRETE OR CONT CONCRETE ANCHORS -- Mox. CONCRETE ANCHORS CONCRETE BLOCK WAl1 CONCRETE ANCHORS (SEE SCtt(DULE}� (SEE SCN£DULF7 REQUIRED T" (OPEN PtT51TI0N f) Y {SEE SCHEDULE)\ _ __ Y.0001 I �•`__ 'Min. FN --- .500' " k .250" CONCREJE ANCHORS (SEF SCHEDULE 1, FOR SPACING) t i 1 ! I I I I 1 POURED I-& i POURED r.D. t I POURED ED. i r 1 NCRF7E i CONCRETE. ONCRETE 1 CONCRETE i �_^"- I EOU/RED I I 2 UTRID ConeI i REQUIRED 1 i i ; f IE 1 1 i N -4 1'Min.SEPARATION l Min. 47)ON f TO GLASS i � GLASS i TO GLASS H Min.SE'PARARON' j w W t TO GLASS E tq OP.TlON If 1 SEPARATIOAI W ( CONCRETE ANCHORS SECTION 3A rr 1 I Z 1 TO GLASS 114'0-20 x 1/4" i (SEE SCNHEDULE) 1 1 Iss. EIDLrs W/NC nt. w/7/e• i I 1 1 J/32" NUT® 1 2 �' C, I t .500' CONCRETE 1 I 4 I I 1 h 0 2 I I I M POCRUE E.D. 1 t POURED OT?CONCRETE i t i >r 1 t CONCRETE t 61OCK WALL _ I t REgU/RED i v REQUIREDACREff URE i I CONCRETE CONCRETE i OR CONCRETE CONCRETE ANCHORS I . OCK WALL I 1 BLOCK WALL ED t I i = (SEE SCHIDULE) OCK W REOURED 1 I I 1 I E.D. i 1 1_I'M,?,_SEPARATION i 2 CONT TO CLASS f v f (OPEN POSITION f) SECTION 0 ANCHOR 7.125 a //J CONCRETE ANCHOttS�_ _ NCRE7E -7250- Max. (SfD SCHFDULE 6 Cont OPTION f2 u EE SCHEDULE) �`Mox. SECTION 9 Cone 1 1 WALL MOUNTING INSTALLATION — 1 ° ' SECTION to ANCHOR SCALE: t/2"= Y' � ' 1/4'0-2D x s/s' 1 SECTION:2 s.s EIOLTS W/7/6> 4/32'WING NUT® i I I 7/6'x 3/32" PQ<J 12'0. C •' I WING NUT CONCRETE I I 0 Lit SPUD i'•--`1� M OR CONCRETE 1 I POURED COAVREYE.OR I t BLOCK wAtt EO i I CONCRETE BLOCK WALL 1 I F REQUIRED I I I i w 1 REQUIRED .566' E.O. OR CONCRftE I I i 7/6"x 3/32` ,1 y C.D. = EDGE DISTANCE 1 1 I I t WING NETT® 22'a (SEF SCHEDULE ON /� 5 Cone I I I IDM BLOCK{TALL. i EVERY STUD K W SHEETS 9& 10$ 11)' CONCREFE ANCHORS f (OPEN!'OSTllON t REQUIRED. .. .a 2 i - ® 12"0.C. U (SEE SCNIDULr`•7 ) o h 1 SECTION 0 STUD 14 i TYP. TOP/BOTTOM BUILD OUT INSTALLATION ( WALL MOUNTING INSTALLATION �N jjt;Zst er; R L NAP NON T �r� 2 CAP SECTION 4 Cont. NOTE FOR COMBINATION OF SECTIONS: 4ep\�` EJtrF..J [HIRRICME CONDITIONS SCALE: 1/2'= I' SECTION ® STUD •WALL MOUN77NG SEC7701VS CAN BE !;F;�, ` \''3CAIF 7f•!* 'r'' COMBINED IN ANY WAY TO SUET ANY INSTALLATION. _ �t��I ••`%�'� FLORIDA,BUILDING CODE {Non High Velocity Hurricane Zone} ALL MOUNTING INSTALLATION Nn• 4 02015 TLTEC0,INC 0.050" BERTHA ALUMINUM STORM PANEL- TION ANEL-TION 1 SCALE Liz - r `� � {2.00" DEEP} EfKT NOTE:DETAIL OF SEC770M M STUD VAUD ALSO FOR q Bx- OJ/24/15 WALL YOUN77NG INSrALLARON-SECIK7N 2(TOP) ?` '%, wry EASTERPI META[. SUPPLY, INC D47C- J.•"i Y ,1 COMPANY 6 PHONE.'((M)*`ST 20000 PALM Z2 AX:BSUN.FL0641-1716 07 15-045 C INc. 4ZW WEST flaws . - ... - 7'�S C: •t.+'�' •+,`,�°�} ens N.W.n w.TILXJT Ls�st ste-�oS,ENGINEERING EYIR aMRtNw+nEl+s.rl <tlfjjIYVty`kk u Si�... _.. _ vno„: EB-X6779 Insle71-l"I ar. ouc xr.R as�vm+. we his t t t i I I I I I ORAxaNG No WALTER A TRUT Jr.,P.E. + txn 1t-at /74 FIORtDA U 44757 = SHEET 4 OF 17 ' 7/8'x 3/32' SOUO SET OR ELCO male PANELMATE OR S.G.TAPCONS WING NUT EVERY STUD ®Q OR 2�.W1114-0-20 SIOEWAV BOLT ORB O 12'0. G 1'Mfn. CONCRETE ANCHORS E D. AT PANELMATES Conr. r CONCRETE nNGHQRs E a (sEE sGNEDUL£)` E o ORw/rs W/r/s m-2D rRDssNEAD BGLr+ + OR s.G. rAPcorrs_ r N uo (SEE SCHEDULE) \\v (SEE SCHEDULE'FOR SPACING) POURED CONCRETE I I I - -.----.^�..•z= i POURED CONCRE7E I REQUIRED t REQUIRED £Q.T i EO. 1 I POURED I CONCRETE c5 i I 1 I i h. --'_ 1�,I ALTERNATE OR CONRET BLOCK LEG.LOGIKN REQR£D i 4 Cnt 8 Cont W I 1 I W BOLTS 7/8 2 1 W i x � 12'32'1 iO.C. ON 5A cont. I I '*• I kT .�r',ifh.SEPARA770N i NSEPARATION TO GLASS 't f'Arm.SEPARA710M i W 70 GLASS TO CLASS 7/8'z 3132" 1 y I i 1 k I W ' t I I WING NUf di t 1/4'0-20 x t a I EVERY STUD 1 3/4'S.a DOLTS /32'0 120.C µryG NUT6 1 t POURED I e w T Cont, i i 1 72'0. C I I CONCRETE t I I I i o i j i OR CONCRETE Q 1 ; rt125' _ 1 I n i U C-L I REQUIRED W i I r POURED CONCRETE 1 r POURED CONCRETE_.1 11 "-' I ON SA REQUIRED REQUIRED I I CONCRETE ANCHORS E.D. A CON 5 � OS SOLID$Er OR ELCO male PANEL-447i OR SG TAPCONS -- (SEE-SCHEDULE_ - JE. D. ®@ OR @ w111410-2o SIDEWALK BOLT OR a .•�OR 0W/8 W/7/-'0-20 TRUSSHEAD DOLT t f _ CEILING & FLOOR MOUNTING (SEE CNEDULE FOR SPACING) CEILING & FLOOR MOUNTING 171REeT-WALL MQ- TING INSTALLATION(D.M i INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 _ SECTION, 8' SCALE: 1,2'= 7' t s 711'g 3,32' SCALE 1/2'a 1' I - .WING NUT® _ SCALE: 1/2' 1' - _ - EVERY S7UD I I I I i T E.D.= EDGE DISTANCE �99`4Yt\x'12 YIln7t"itlr4fft (SEE SCHEDULE av ��p: IL4,1- tsr SHEETS 9 4 f0$ f7J � ••.•• .,• V'61* . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 7 �zors ALTECO INC 0.050" BERTHA ALUMINUM STORM PANEL N07E FOR COMBINATION OF SEC770NS: '• NQ.`g 0 6 r (2.00" DEEP) BRAWN B,' OOR MOUNTING -�=- -- WAU,FLOOR%CEIUNGC MOUNTING SEC770NS G1IJ BE t"�- _ SECTION 3 COMBINED IN ANY WAY TO SUIT ANY TNsTALLATION. t/ k/: t''-7 EASTERN METAL SUPPLY, INC °'a4m...ra � , �E�'-t1 Eco im C. 4268 WE77 ROWS OMW T1 uJT TESTING do ENGINEERING COMPANY WEST PALM BEACH,FL 33407 �`?titiTyT°`� 6m KA 3ftt.st i°.is'io''FZCr°''`c3 eT�i-',ii,"teB PrTorre(ssr1z88-82sx FAX.(sst�ar-r7rs 15-045 `Jgdly XX\'��• EB-W06719 ccr.wo roscwmolt Ivrz ay.we lacmvloa I DRAWING No x41141111010 WALTER A.TILLir Jr.,P.E. an rr-ar lirl+ SNEE7 5 OF t7 FLORIDA Uc.44t67 CONCRETE ANCHORS SOLID SET OR £tCO mate PANELMATE OR S.G. TAPGONS (SEE SCHEDULE) E. D. OR @ W1114 0-20 SIDEWALK BOLT OR 0 POURED 718'0'x 3/32" CONCRETE i I ®OR 12AW/ 13 W20 TRUSSHEAD BOLT+ + WING NUTS @ 12" 0.C. REQUIRED EQ. (SEE SCHEDULE FOR SPACING) AT PANELM41TES OR S.G. TAPCONS LL i f i 4 cont i t t 1 I t t I t I ! I POURED L6, t i CONCRETE i i I i 1-0 REQUIRED I I I I i ti E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 3 & 10 & 11) i I"Min. 'SEPARA77ON i NOTE FOR COMBINATION OF SECTIONS t TO GLASS I t cn 1'Min. SEPAR4770N 1 t F W WALLIFLOORICEILING MOUNTING SECTIONS,CAN B TO GLASS I COMBINED IN ANY WAY TO SUIT ANY INSTALLAT70 w r 1 I r SIDE WALK BOLTS ARE 3/4 Ox3132'7HICK i II I t i 4t' HEAD'MACHINE SCREW W/LENGTH 718 0 x 3132 I 4 AS PER NOTES A.2 & B.2 (SHEET 1) I w WING NUT @ I 1. o TRUSS HEAD BOLTS ARE 1 2`0x 1/8'7H1CK i 2 EVERY STUD i t HEAD MACHINE SCREW W LENGTH 7/8" m x 3/32' I ° i ® 12" 0. C. AS PER NOTES A.2 & B.2 (SHEET 1) r WING NUT® I x r I I EVERY STUD t I I I 12'o. C. cont. ! 1 I I I I I r ALTERNATE LEG j N POURED p 1 I LOCATION I I I CONCRETE I — OR CONCRETE W I I — ------ BLOCK WALL 1 1 i ! / REQUIRED _ I // I POURED 1 1 f I N I I CONCRETE I I EDGE OF CONCRETE ANCHORS` _ L J, REQUIRED SLAB IF (SEE SCHEDULE) CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) ED i7 cant. CEILING & FLOOR MOUNTING INSTALLATION . �- SECTM, FLORIDA BUILDING CODE .(Non High Velocity Hurricane WALL MOUNTING INSTALLATION v �r o2075 T1LTEco.INC OAbO" BERTHA ALUMINUM STORM PANEL P.N. i = No 441 7 (2.00" DEEP) MWN \ SECTION 9 m �-- EASTERN METAL SUPPLY, INC 03/24 I�. `�.. _ 4268 M B Ra44CH,F J E n � TILL[T TESTING do ENGINEERING COMPANY }YESr PMII AGN,FL.x3/07 1$— $CALE: 112' = 1" �> n cy ° 6353 N.W.36U R sea.300 V6ZVe\ca LEN.Pi 33ta6 PHONE(561)204-M&T,,FAX.(561)847-7716 c ,r f !,,tilty •�V�' Phan:(30.5)8 E:B- 0006719 N 30.i (705)eii-1511 qv,b b6au'Hd Wi R'/.w o¢rnvmWtt ORAWIN a4jrYldl6 r�'lliN�,i9 W F O A TV.b7 E an rr-at !++ i SHEET 6 d ° d EXISDNG IXLSRNG 2' 3 112' &RICK I EENER BRICK VEENER MAX d1AX 19/4'MrN 2' 3 1/2' ..,. - P£NEIRANON TO A[AX MAX e..,. .._ CONCRETE aLOCK &2"TO CONCRETE. a c � yN �___v_ '� ri �. - W I i a O 1 1 I Vi i I I h I I I I 41 I I I W i=i1 /4male S. 1 ANETMATE NAS ANCHORS OR 114"0 STM ANGLE UN7EL 'Oxa"ELCD I i \ 1/4'bx8"ELCO mole EXISDNC I 4 2 APCONS OR 1/4'0 QCO MALE AS APPLICABLE I I POURED CONCRETE PAN£LAG17E NAS ANCHORS OR 114'4 STEEL ANGLE LINTEL ANELWTES(SEE SCHEDULE FOR SPACING. I OR CONCRETE BLOCK TAPCOAIS OR 114'0 ELCO AWE AS APPUCABIE 1 WALL REWIRED I i PAN&MATES(SEE SCHEDULE FOR SPACING). I I I I 170 �. 1 11 I I OPTION it n SECTION 11A w OPTION y SECTION 11A W 11-11-.7101 I I W TO CLASS I U I y I I 1 I y I I I I FXISDNG i W BRICK SILL I 114'0-20 x 314' SS BOLTS W1 718-Ox 1 J/J2'WING MIT I I 1 E D. EDGE DISTANCE 1 (SEE SCHEDULE ON SHEETS 9& 10& 11)t ++ j: o EXISTING I _ - - .SIDE WALX BOL75 ARE 3/4 0x3/327H1CK .. _ _ I 1 _ _ _ - HEAD MACHIN£SCRa,W/LENG7N " APPLI/46LE - _ _ - _ 'N67E;FOR-COUDIN4TION OF'SECTIONS: _ _ AS PER-NOTES A2.&B.2.(SH£ET 1) I i WALL/FLOOR/COLING MOUNTING SEC77ONS CAN BE TRUSS HEAD SOUS ARE 1/2'0x1/87iBCK - W NGTH LE COMBINED IN ANY WAY TO SUIT ANY INSTALLATIOHEAD MACHINE SCREW N. AS PER N07ES A2&B.2(SHEET 1) !rI .L--- ----- -- — — -- — — \ I I I I I I I 1( I 1 1 I 1 1 2- 3 112'--� ConL Max. Max EXISTING Ay5!{ii�SS►Ii31/J1,r`I BBRIAX R - g9c1"A, S'A A. T![ a �� 1/4Oxa'QGo more ��.J�� e '�/�'< FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) PWELW7E NAS ANCHORS OR 114'0 w V••• ��CEN F••-•' >a TAPCONS OR 114"0 QCO MALE _ q 020015 7XTEC0,INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L MA PAHELTES(SEE SCH£OULE FOR SPACING). NO. 44 167 1 - -(2.00" DEEP) DRAWN Br.. EASTERN METAL SUPPLY, INC 03/24/15 WILD OUT INSTALLATION 4268 WEST ROW DRIVE SECTION 11 ' WAST PALM 263,SFA ,X. 561)8 TILLIT TESTING &ENGINEERING COMPANY 15-045 F"�.``,`[/��>y_/ i�14 r '•' ^" 5355 M..s511,SL sa 305.v W. CQMS,R 33166 PHONE(561)209-8267,FAX-(561 41-7718 ''r/, " p"+C`S,dye'` Pl.on.:f3osb71-15x.;�r(315)71-1531 m..xo o¢wrnox une mew we DTUW1NG No SCALE:J/8'_ 1" '/j/•r'�C( I 1 G,..` +.p�. EB-0006779 om n—ar /+,/' a �1t WALTER A TILI.IT Jr.,P.E. SHEET 6A OF 17 /`/'1il itt y41411AAA� FLORIDA U. 44167 4 i I ADJACENT INTERIORLY ADJACENT !f4"d TRPCONS PANEL REMOVABLE PANEL ®6'O. C. W1 1 112"Min. THREADE STORM PANEL CONCRETE ANCHORS - PENEMnON TO EXISTING WOOD "Max. GAP 1/4'Max. GAP AT 6'O.C. - HEADER W N� xo POURED i 1 CONCRETE W i f10R ANY OTHER o j REQUIRED j ` C .iontTOP TRACK N i 2 OR ANY OTWER SECTION B--B �,L ,'::'• # TOP TRACK SCALE: 1 112'= 1' 1/4=20x1'S.S i i i i WOOD HEADER SIDEWALK BOLTS 1 REOUIREO i W1 718'X 3132' + WING NUTS AT OVERLAP • I � i uJ i i it r 3 k 8 (BOTT') 12A,129 8 (BOTT) ---- w AWACENT SIDEWALK BOLTS PANEL W1 7/8'X 3132' INTERIORLY 114'-20x1"S.S. �/ i q l i W SIDEWALK BOLTS I4 WING NUTS AT REMOVABLE ADJACENT 2 718'x 3132' OVERLAP STORM PANEL 1 PANEL •• ¢ W1 718'X 3132' '1,M;rr. NTNG NUT® ai I"Min. SEPARATION i �- WING NUTS AT -.� TO�,� EVERY STUD r TO GLASS i ; DVEIZLAP ! Q 0 12'0. C. b , 1, i - B POURED CONCRETE!/?f?/�?/ OR CONCRETE i ro ! BLOCK WALL Q ! 718'x 3132' O i r 8 REOUIRED 4i WING NUT 6� W ' EVERY STUD 12'o. C. gg pxa-woo P1ATE RED D. —1/4"0 ELCO PAN£LMATES TAPCONS SOLID SET OR SG / i pp OR S.G. TAPCONS W/2'MIN. OR PANELMAIES ANCHORS - 0 2 "O C. PENE7RAT I NJ AT MIDWIDTH 0 6' .C.AT ADJACENT R U ED t 0O ADJACENT E0 PANELS s (Born) 12A,12B s (sort) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 112'- I' SECTION 128 SCAL-1- 112 = 1' INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = -1-50.0, —50.0 p.s-f. SCALE: 1 112'= 1' ' ytt+,ft;kk4Lal.E1/1JLJJJ FLORIDA BUILDING CODE (Non High Velocity Hurricane 2 02015 7XIECa,INa 0.050" BERTHA ALUMINUM STORM PANEL AR.� :'}10� _ (2-00" DEEP) mom �e /�►//e��� EASTERN.METAL SUPPLY INC Bs An l�w Lbw tie►tit/ 1 N� 4266 KSS RGAO5 OR" 1 Q4Tf TILLIT TESTING& ENGINEERING COMPANY WEST PAW BEACH, FL.JJ407 15—G •if s'l 4 ' fti t`' BSSS xw.]8M.R..Sb.*A0.WeJNu cNDENS.Fl.JSifiS PHONE:(561)209-826J.FALX.•(561)641-1716 `MJF.C�(' }I�•�.•� �a\qb�� Rana:( � EB-0006719 L305)571-1577 ay.M cEwe.lw wR rCY,w. eCuwnnx oatc lNLIW1N t�oJ11%li S5",S!44y4i4 WALTER A TILUT Jr.,P-E. r arD rr-ar r/r s SHEET 7 FLORIDA Uc.44167 : POURED CONCRETE 0-20 S S. MACHINE OR CONCRETE BLOCK 84LT W1 NUJ'&WASHER WALL REQUIRED ® 12-0. C. . 718".x$732" 2.500'Min. - WfNGCONCRETE ANCIi,ORS zz Cant_ 1' JE4Ry�p POURED CONCRETE 0 /2'O. C. 12'0. c CN PANEL OR CONCRETE'BLOCK WALL REQUIREDCONCRETE ANCHORS1.00°'9 a T2'O cCont. _ 2'x 2'x.055'TOALTERNATE LEG COCAII°N '� 2'x 5'x.055'Cont Afm.ANGLE OR.OND"3105-X154 SHEET•2'x H x 126' T Cont iii!Ok 60Cu-T6 ACLAY Conf Alum.ANGLEnoN a CASE A .(Plan) CASE '.0 (Plan) SCALE:' 114 = 1` SALE' 114' = 1' ti 2-x 3'x 40'3105 H-14 OR z 6063-76 ALLOY Cont Alum.ANGLE - - ++„] WMI ANCHORS 0 12'0. r- 718" 718"x 3132' 4 --.��. 127'GO C 0 H4L1'PANEL 114'OAP 1.000' . VARIES 3'i. OR CONCRETE BLOCK a \\ 1 7 POURED CONCRETE �{ 1 l WALL REQUIRED cont. OR CONCRETE BLOCK HALL REQUIRED ;i CASE D (Plan.,) X SCALE:- 114'= 1- W "w 3O `L �) X = BUILD OUT DISTANCE 7R4CKS(TYP) - R MOUNTING - - i }.SX--! SECTION 13 2 X Max. 114 m BOLT 4'x 4'x.072' 0 24'0. c 3105-H14 OR 6063-76 ALLOY WIJACMUT Cont Alum.ANGLE t ECTIONS: CAS£ B (Plan„) CASE E (Plan) C SEC77ONS CAN BE .. _.•.. SCALE. 114"= 7' ._ SCALE 114" -- 1•• ! ., IT ANY INSTALLATION. END CLOSURES DETAILS �t � ° �qa;➢;9i CliSl:f7f7T<T aL� FLORIDA BUILDING CODE (Non High Velocity Humicane Zone) I s# w 1,Ei�j cls tl� azoss TILTEco,Iva 0:050" BERTHA ALUMINUM STORM PANEL FxL (2.00" DEEP) DRAwfm: EASTERN METAL SUPPLY,, INC °'DAZZ- 4268 WEST ROADS DRIVE •. ' 6 „`: T0.UT TESTING'& ENGMEERING COMPANY WEST PAIAT BEACH,FL 33407 fit% III��•(�1' S ! y 63**xw.3be�.St;S1a Jas•YARG¢✓1,�FNropS,p,J3766 PHONE-,(561)203-$263,FAX:(SST}641-7715 15—Q45 N,{Sr•,�:J if?�UY .•�., 4 P1wM:(JOS)g71-153U.F G'�`)BT7-ISIt RLK la' W3wa1�1 MR ¢v.Mo �aavoWl WIC DRAWWC No f'�•'i,,�v�'I'•••.•..••t ��'l'��°"s WALTER A.TILL'1Jr.,P.E. tin rr-1tr Y FLORIDA Lic.44167 SHEET 8 OF 17 r''7Tlfatsau+s ti.4;4=` 1 t MAxWntr ASA n ION PRESSURE RATIMG (52-sl) AXV CORRESPONDING XAMffX ANCHOR SPACING SODOM FOR TN CONCRETE,AND CONMETE RLOCK MUCTURFS___„ ASn uAttyLar Afc1Aa¢s s7�xa,C Pav s o.-s sIa"�: APP7ICAHE m .. As aescx AAaYMON ANnroRs sbcax FOR c D.-J t72'r. ._ wxn i e uw:wu PR135LwE' RCd9A4],W CCN6 STAID 337 S.Gmmw F%NB1Nris PANCLAMIr NAS M.Iow 14 AAAIVw PANEL. PRESSURE REG"7APCW4 SDLP!SET sawl.YW PAHLTlaQES P.N£LNAIf T&S ANY W coAs " Lmmi 1 ANY coms"trw fFwm 1"(2) R'0 fa-gC) TD Cat¢rwa To uunwr m CaxAE m Ausav6r m a mmur t0.45&Rr m bLYNRETE m-saw m-Nox7£ m msmwY aF 71¢M R"1rT.c(v�C) m 712- N/A M Ceviva'TE m 9L5&IVY m CORA EM.70 UASQWr m 1 7E 70 AM_VY m WNOO'rE W AA45WONRY Dr rav 12' NIA 12' NIA 12" N/A 12' N/A 12' N/A 1(FOP) 12' N/A 12' NIA 72' . N/A Iz, NA 7(TOP) 72' It- 12• 12' 12' 12- 12' 12' 12- 12' 1(sormu) r2- rz' 12- 12- Tz' r2 12- 72' 1(BOTTOM) 72" NIA T2'_ NIA 12' NIA IZ' N/A T2' NIA 2(70P) 12' NIA 12' NIA 72" N/A 12- NIA 2(fOP) 4' 9' 9- 9' 9' 9- 9- 9' 9' 9' 2{60TTO:.i) 9' 9' 9' 9' 9' 9' 9" - 9" 2(BOTIOU) 9- N/A 9' NIA 9' N/A 9' N/A 9' N/A 34(TOP) - 9' N/A 9- N/A 9- NfA 9' N/A 9' NIA 34(10P) 9- q. 91 9- 9- 9' 9' 9- 3(80710M) 9' 9• 9' 9- 9- 9- 9- 9- 9- 9- 3(Loom) 12' 1T' 12' rz' 12" tz' 72' rz 12' 12' 4{TOP) 7,2' 7" r2' rz' 72' 2' 12' 2 12' 12' 4(W)12' 11' 12' r2' 12' 12' n' r2' 12' 12' 4(GO—) 12' 7" 12' 12 12' 12' 12' 12' 12" 12' 4'(DOHOA0 9' N/A 9' NIA 1 9' NIA 9 NIA 9' N/A 54(70P) 9" NIA 9' N/A 9' N/A 9- NIA 9' )V/A 5A(70P) 12' NIA 12' N/A 12' NIA 72' NIA NIA NIA 5(BOTTOM) 9- N/A ti' NIA 12'_ N/A 12' N/A N/A N/A 5(BOTTOM) T2' NIA 12- NIA 12' NfA 12" NIA NIA NIA 6(ftp) 9' N/A 11 112' N/A 12- N/A 12' NIA N/A NIA 6(10P) D.O,-4DD 12' NA 12' NIA T2" NIA 12" N/A N/A N/A 6{BOTTOM) 8'-O' 0.0, -40.0 9' N/A 71" N/A 12' N/A 12' N/A N/A N/A 6(BOROI!) >8'-0' OR OR OR UP TO (ESS 12' N/A 12' NIA 12' NIA 12" NIA N/A N/A 7(10P) LESS LESS 9' NIA 1r' N/A 12 N/A 12' NIA NIA NIA 7()OP) 13'-O' 12" N/A 12' NIA 12' NIA 12' N/A N/A NfA 7(BOTTOM) 9- NIA tl' N/A 12- NIA 12' NIA NIA N/A 7(BOTTOM) MIA NIA 12' T2- T2' 12" 12- 12' 72 12' B(TDP) N/A N/A 12" 12" 121 12" 12" 12" 12" 12" a(imp)* N/A N/A 12 12 12' T2' 12' 72' 12- 12' 8(BOTTOM) NIA NIA': 12" 12" 12" 12" 12" 12"x 12" 121 8(DonoM)' N/ANIA 12' 12' 12' 12' 12' 12' 12' 12' 9(FOP) NIA N/A 12'x T2> 12'x 12'x 12'x 12'x 12-t 12'+ 9(Top)x 12' If' 12' 12" 12' 12' 12' 12` 12" T2' 9(BOTTOM) 12 7' rz-' 12' 12' 12' T2' 12" 12" 12' 9(Bo7mu) 12- N/A 12' NIA 72' N/A T2' NIA N/A N/A 10(FOP) 9' NIA 11 112' N/A 12- NIA 12' N/A N/A NIA to(TOP) 6' N/A 6" N/A 6- NIA 6' N/A NIA NIA 10(lion om) 6' N/A 6" NIA 6' N/A 6" NIA NIA' N/A 10(BOTTOM) 9' N/A A.9- ' NIA 9- N/A 9• NIA 9' NIA I IA(70P) 9' N/A 9' N/A 9- NIA 9- N/A 9' NIA TTA(XOP) 9' 9' 9' 9- 9- 9- 71 1(DOTTOM) 9- 9- 9- 9- 9" 9' 9' 9' 9" 9' It(BOTTOM) 6' ENIA NIA 6- NfA 6NIA' S' NIA 13(711P) 6N/A _ 6- N/A 6' N/A 6N/A 6' N/A 13(1PP) 6" N/A N/A 6• NIA 6- NIA N/A N/A 13(9077OM) G' N/A 6' NIA 6' NIA 6' N/A 6' N/A 73(BOTTOM) • USE 6'OC FOR PANEL LENG771S LARGER THAN 10'-O'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOU41,OR SNORTER TIM 10'-0 ..M4VAIUM ANCHOR SPACINGS ARE VALID FOR 3 112'EDGE DISTANCE FOR E D,LESS DIAN 3 IANCNDRS L£G£ND REDUCE ANCHOR SPACING BY AIUL77PLYWG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE.•Min.E D.FOR SGUDSET ANCHORS IS 37 M'n. FOR THIS OPERATION TO BE FOSS181E.REDUCED SPACING MALMO USING FACTOR SH41 NOT BE ANCHOR TYPE ANCHOR LESS THAN'MIN/MUN SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPACING FACTOR TAPCON REGULAR OR S.C. PANELMATE OR PANEZA7ATF NAS 3' ( ) E D. = EDGE DISTANCE ACTUAL E D. TA-CON(REGULAR) S.G. TAPCON,PANELMATE OR PANELM47E TYAS SOLID SET SOUD SET 3' 2 1/2' - .71 .50 } 2' - .5A - `yq;il:i'1lwd5E�ik}11lfrt 1 112 ........ .. ���'`a�`.•,vEr`S� •, FLORIDA BUILDING CODE (Non High Velocity Hurricane i ozols DIEGO.INC. 0.050" BERTHA ALUMINUM STORM PANEL eR. 110.406 n (2.00 DEEP) DRAWN EASTERN METAL SUPPLY, INC P3/0qn - — —};/ v^ c r,. �.0 i 0i C. 4268 WEsr Ra4Os Dew d „(}.,(,.�/,Q"" '. -"` TIILR TESTING & ENGINEERING COMPANY WEST PALM BEACH,FL 61)8 y$—( "f.+•f t+lj�u, �• n`" PHONE 561209-8263,FAX: 56i 841-1716 ••°'p�L ''t"1 �4 BS:v N.tt.]6Ur.SL,57z JDw`YRfRM GN9475,FL 7Jib6 ( ) ( ) i,.�e, r^CSS:`45L Rwnv:(.wYlsl�t Wf76779(aabJon-753t aY.w 4.!<Wr7ial w7C. — occuNia7 an DRAWIN iV^rik MMtyi�� WALIER'F1i11i:Gi19V9A1�;� . an 7r-nr h SWEET FLORIDA Ut447„7 x 9 MAA ZVW A.S.D. DESIGN PRESSURE RATING (p s f AND CORRESPONDNG JMXCMIILf ANCHOR SPA SCHEDULE FOR INSTALLATIONS X CONCREM AND CONCRETE REDI K STRUCTURES, E 0.-3 W-Y /.F` iptE To ._ .M+UWtef._ M4t W AWKM SFA W 10?E A n 3 YA'Y MPlIC>IB!£70 S6T.t^CON PA!kWMFS PANEI,WIE t✓AS SECTIONS/@ MARv1Y1 PAN= A-14X 1.tl l —.. t 2ClAM I# TdiASttW PAta - ANT COMEVNSIIGN T.NMR'(R) PJ�I+[ TEAM L.PWtS " SET BC.TAPCON ' .lNtTMaiO' •-.sALIIAwA'rk Au..• �AW'cdmvmiXW TE7+G01 1'(R) ' ,...-... ,. ,,........ .... m cawmi.T£ m u swm m cows TE m/KSOSRY m tOtYl lE m msol f AT r" '1:70 CWSWW m UASWRY To CQSCRVE 16 UXWWW TO Ca*-.%TE to WOW m=A:WM To at l5 W TO CAMPWM To wsaY cr mm- .. A 12" NIA 12' 1 WA N/A N/A 1(TOP) I7' 'N/A 17" -WA' 71' N/A J7" N/A 17' N/A 1(TOP) 12• /2' 12' 12' 12- 12' 1(BOTTOM) i1' 4- IT-. le '11' IT` ti' Y lY 7' 1(BO7TO:IV A T2' N/A 12' N/A 12` NIA z(TOP) ft' NIA 11" NIA TI' N/A- 77' NIA 1t' N/A 2 CLOP) 9` 4' 9' 4" 9' 2(somm) .___._,.. _...._.....•... '8'" 4- 9" 9` 9- 9"; 9'„ 7- 9' 7- T(BOTTOM) A 9' NIA 9. NIA 9" NIA 34(IOP) _ .._ _._9..,�_..-t.N/A .`. 9».. NIA 9_ N/A'. 9.1 NIA. ...g' N/A 39(TOP) i 9' 9' 9' 9' 9' 9' J(Bormm) 87 4- 9' 9- 9- 9" 9` 7- 9- n"7' J-(BOTTOM) ' 12' 12' 12' IV 12' 1Y 4'Imp)' � - 7!' - 4" 11- 1T' it' 1t". it- 7" - 11' 7' 4(top) - 12` 12` 12' 12' 12` 12• 4 eBorroX) i7' 4- 7t' it, If' it, 11' 7" 11' 7'" 4(BOTRIM) A 9' N/A 9' NIA 9' NIA SA(Y.DP) .9- NIA 9' NIA 9" NIA 9' NIA 9' NIA A 12' NIA 12- NIA N/A NIA ' 5(BOTTOM) "' --' 5--_ "8• -7' NIA 9- N/Ag' NIA• NIA N/A 5(BOTTOM) A 12" NIA 72' NIA NIA NIA 6(IOP) 9- NIA 10- 'N/A- 12' NIA' 77' NIA• NIA! Na 6 aw) A 72' NIA 12' N/A N/A XfA 6(BOTTOM) 8�0' +60.0,-600 8' NIA Y NIA 9` NIA g' NIA NIA' NIA 6(BOTTOM) 9-0- OR UP'TO - _ OR A 12" NIA 12' NIA N/A NIA 7(TOP) LESS 4800,-900 5- NIA 7" ft/A 9' NIA, 8" N/A N/A NIA 7(TOP) LESS A 12' N/A 12' NIA NIA NIA 7(BOTTOM) 5' N/A 7' N/A 9' NIA 8` NAN/A N/A T([i0770M) T' 12' 12" 12" 12- 1Y 12" 8(TOP) NIA -'NIA 12" 12' 12- 12' 12- 6- 12- 6- 8(70P)' 2" IY 12' IZ' 11' 12' 12' 8{BOTTOAT) _ ,_ - NIA NfA !T' TY fT' 12'. 12' 6' 12' 6' a{BOTTOM) . 2• 12' 72' 12 12' 12' 12' 9(TOP) NIA NIA 12• 12 '• 12 12', JY 6•., __12'! ,'8' t 9'(70P) .. .. 2- 12' 12' IY 12' 12' /Z• 9(BOTTOM) 11' 4" 7T' 71" 1T' 11' 71' 7' 1t' 7- 9(BOTTOM) A 12' NIA 12' NjA MIA NIA 10(TOP) -' '- - 9' NIA - 10' 'WA 72" NIA 11' NjA NIR ,NIA t0(TDP) ' R 6" NIA S. N/A NIA NIA 10(BOTTOM) 6' NIA 6' NIA 6" N/A 5' 'NIA NIA N/A t0 IoonOM) /A NIA NIA 9' 7' 9' 7' 1?A(TOP) 8' '4' N/A N/A NIA NIA 9' 7' 9' 7- '1 IA(TOP) IA N/A NIA 9- 7' 9" 7' 11(BOTTOM) J g• 4- NIA NIA NIA NIA 9' 7' 9 . 7- it(BOTTOM) - /A 5" NIA 6' NIA NIA N/A 73(toP) 6' NIA 6" NIA 8' NjA 6' N/A N/A -4/A 13(TDP) /A 6' NIA 6' NIA N/A NfA.., TJ(BOTTOM) 6' NIA 12" N/A g' N/A 6' N/A N/A N/A /J(BOTTOM) ANCHORS F/ CFND _ - AC/NCS ARE UAUD FOR 3 1/z'EDGE 07STANCE FOR ED.LESS THAN J' 1/2; - �— AA-WHOR GNGBYSPACJGONBt7N£FDLLOWWGFACTORANCHOR TYPE SOUDSEI,M1NCNORS fS J') � �-.�-.-��.�:.��TOBE PO35TBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE7APCON{REGUUUt OR SG)PANELAlATE OR.FANEW47ESPACING INDICATED FAT EACH ANCHOR TYPE AT ANCHORS LEGEND.FACTOR 506D S£T N(REGULAR) SC. TAPCON PAN(ilAfA7E OR PANELVAIE rvAS SOLID,SET -...-. _......_,.... __..... .,_:.. .. __. .66 .75 .71 J5 .50 V Z `'��tip tiA..Ti`,IJ fss, FLORIDA BUILDING CODE (Non Nigh Velocity Nurricone Zone) �%Uj jy102015 77175ca TNa 0.050" BERTHA ALUMINUM STORM PANEL- FR.L (2.00" DEEP) DRAWN BY.• OJfz4Ir5 4- "--- I�. E C O igac,.� EASTERN METAL SUPPLY, INC D4TE ''•� 4268 WEST ROODS ORNE ^'O y t�f a sass tism.st.sTa Sas,bWEST PAW BEAH, FL JJ407TIIUT TESTING ! ENGINEERING COMPANY PONE.{ 3 1J-04J0 5II } FAY,(551)841-1716 n .'S% w Pnonc:pns)eT�-ASaa_Tmi:Laas)en-lsit 4 f T f 4+ 4,�+a^" EB-0006719 cr.xo aawnuH — __ mxnttnx we_ DiLiW/NG No . WALTER A TU_L7T Jr.,P.E f W71-t f yi a td". s`1';D A 1•`^:��`b\tib FLORIDA tic.44167 z SHEET 70 OF t7 - F JCI N ASD VEST. f`1�BRE35U E-RAfi1NC {p sr f) AND CO-BRESPONDING IdA�£IJ� rlNCH011 SPACING SCHEDULE FOR 77 ONS X CONCRETE AND CONCH BLOCK STRUCTURES - /gxLAlN t/M.tVWI Avatars S ACW FOR E 0..3 1/2'!• AFtiA"AaE 10 itia'BR,W - li4Xuam AM'HL Viow'aw G'0.�.,f/?"t• - '- - APPMAM 70' asa 9mcN Asa utscv surras F a 14auw:A4` SEcaxrs.j a 4WYNM PA(p) 'AW 45711-0WF M19M"1 MAW(A- R{'pkAR TNCMS JZItA1 SET sarATAl4 PA 4S,W1E5 191a'F11t47E WAS PR£55<W£ /2CWAR 7AFtTXG SOUO SEf. .SGWrO PANEI.GN76 PAa12N4TE)VAS Aar Cof76SMT%SY vAcrN z•(N.) RA1Y's�) ro a1+G7E7L'm Masaxrr m euvelm7E m rMsaarr m tnrx7a7e ro'Meuzwrr ro wassxEle m:Ksxwat' ro axxr+�T6 m uasav6Y er nev vA�ta4�r) m ca3cAL7E m tusvuT6r m ca+r�tE m Masa+aTt- m eoxcrE7L' m 1r4sewRr m WAVOrl to 1m34wRr tri rnti7a7i: io uaxrara•na14.._ •- - - t2' N/A 12- N/A 12- N/A 12' NIA 12' .N/A 1(TOP) 8 1/2' N/A 9' N/A 9" MIA '9' •.. ._li .•..9'�.. •.N/a. __".5.�. 1 12- 1 4 112' 12- 12' 12' 12' 12' 8 I/2' 12'. 8 7/2' 1(60T70M) 9. 79" 9.' 9' 9' 9' 7' 9' 7' 1(BOTTOM) ' 12' N/A 12' N/A 12' N/A 72- NIA 12' N/A 2(T)P') 9" NIA 9," N/A 9' NIA 9' - NIA 9' N/A 2(1OP) 9' 4 t12' 9' 9- 9 9- 8 1/2' 9' 8 112' 2(80MW) 9' 4' 9'' 9' 9' 9- 9- 7" 9' 9' 2(BOTTOM). 9' N/A 9` N/A 9' NIA 9- N/A 9' N/A m(TOP) .. ^-8• N/A 9' N/A 9" N/A 9' N/A 9• N/A 34(WP) 9• 4 112' 9' 9' 9' 9' 9' 8 1/2' 9' N 1/7' J(90TTOM) r- - .. 1 ?7 4" 9",. 9".. 9" 9` 9" T ._ 9••. _ -9•... _S'(BOTTOii) 12' 4 112' 12" 12' 12' 12• 12' 8 112' 12' 8 1/2' 4(TOP) 9- 7' 9 .. 9^ 9` 9' 9' 7' 9- 7' l?' 4)/z' 72' 12' 112- 9_ tz' 12' 8 1/2' 12' 8 tf2' 4.(80TR7M) 97 7' s' .9' .s" s' s' T' s• 7' 4(60770M) 9' N/A 9' N/AN/A 4` N/A 9" NIA 54(Ta°) e' NIA 9" N/A 9" NIA 9' NIA 9' N/A ' .m(TDP) 6 1/2' N/A 7 I/Y N/AN/A 7 112" NIA N/A NIA 5(BOTTOM) 5' N/A 6" NIA 7' N/A T' N/A X/A NIA 5(BOTTOM) N/A 9 112' N/A N/A 9 112' N/A NIA N/A 6(TOP) 7' N/AN/A• t0NIA 8^ NIA N/A NIA 6(LOP) +40.0,-40.0 6 112' MIA 7 112- N/ANIA 7 112'. N/A NIA N/A 6(LATtDM) >8'-0- '+sak_g,;;, 5 A A 6• W7" NIA 7N/A N/A N/A 6(BOTTOM)"act ON/A 6 112 N/A N/A OR UP ro 6!/2' UP m N/A NIA NIA 7(TOP) 72'-6' 1MD.-Ijac UP 70 5" N/A ti" -� N/A 7' N/A T" N/A N/A N/A 7(1OP) f.ESS 6" WA. 6 112' N/A 7' N/A 6 112.1 WA N/A N/A. Z(80770M) 51, N/A 6" WA 7' NIA 7' NFA NIA -NIA .. 7(VOTTOM) . N/A N/A 12'• 12'. 12 + 12 • 12"• 6'+ 12'. 6'+ 8(1OP)r N/A N/A 12" 5` IZ' 6` 12 6- 12" 6" .8(TDP) . N/A N/A 12'+ !Z"+ 12-+ 12`+ 1?'+ 6'+ 12-+ 6'+ 8(BOTTDM)+ NIA NIA T2• S" 72" 6" 12" 6' 12' 6" 8(OOTTUM) NIA. N/A f2'+ t2'+ 12"+ 12• 72 • 6'+ T2"• '6'' 9(Toe)+ NIA N/A 12- 6',. 12' 6" /2' 6" 12' 6•. 9(TOP) 12` 4 112• INIANIA 12` 12' 72' 8 112' 12' 8 1/2' 9(BOTTOM) -" 9' 7' 9' 91 9" 9- 7' 9- 7' 9(BOTTOA7) . 9" X/A 10' NIA 9 1/2' N/A N/A N/A 10(TOP). 7' NIA 8' NIA 10' N/A 8' NIA N/A- X/A 10(TOP) 6' N/A6' NIA b' WA WA N/A 10(807RM4) 5• N/A 6' N/A 6' NIA 6' N/A ,NIA NIA 10(BOTTOM) , 9" 4 712" N/A N/A 9` 4 J/2' 9^ 4 1/2- 1I(TOP) 5' 4' NIA N/A N/A N/A 7" 7" 7' -)' 17,4(rOP) 9" 4 112' N/A N/A 9' 4 112' 9` 4 112' 11(807TOM) 5" 4 N/A N/ANIA N/A 7' 7' 7- 7' 11(BOT74m) 6' N/A 6N/A 11IA N/A 1J(TOP) 6' NIA 6- NIA 6' N/A ff` NIA N/A N/A 1J(TOP) 6' N/A 1 6- NIA WA NIA t3(8OTMW) 5 N/A ff' NIA 6' N/A 6" N/A N/A N/A 13(BOTTOM) 'USE 6'OC FOR PANEL LENGHTS LARGER THAN 10'-0-AND USC 12'AS SHOWN ON SCHEDULE FOR PANELS LENGTHS£OLAL OR SHORTER THAN 10'-0' ' ANCHORS LE¢FND Mn. r.REDUCE ANCHOR SPACINGS ARE VAUDRPL)FOR J 1/2'EDOEHOW DISTANCE NCH FA4 ED.71E F LW I JfAC ANCHOR TYPE ANCHOR . REDUCE ANCHOR SPACING-BY MUL71PL77NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWBJG FACTORS (ND7E:Min.ED;PoR SO £f ANClLORS'fta. +�--�-- FDR 7NLS t7PER57h0N 70 BE O{?SPOSS. RF'fta.SPACX47 OBTAINED U5WG FACTOR SHALL NOT 8E � LESS THAN MWLA(UM SPACING 1NDIOVED FOR EACH ANCHOR TYPE Ar ANCHORS LEGEND. TAFL"ON(REGULAR OR SG.}PANE,2MA7E OR PAt4EZA747E O't�AS J' E. D. = EDGE wsrAxcE _ FACTOR SOLID SET J' ACTJAL E O. TAPCON(REGUTAR) SG TAPCON,PANELMA7E OR PANELMATE TYAS SOLID SET .. .. .. 2 112' - .71 .50 2' - 50 - 1 1/2' .J5 - _ �' }y11ni91 YL.I�''7✓C �'`��,•''GES J I$��'�er FLORIDA -BU(LDING CODE (Non High Velocity HUrricane e 02015 nVECO.LNG. 0.050"' BERTHA ALUMINUM STORM PANEL No.44167' (2.00" DEEP) DRAWN -F r/ //�� EASTERN METAL SUPPLY, INC 03/047 #{. �/ C. 42W WEST ROADS ORM •''r+, � tyw TIWT TESTING k ENGINEERING COMPANY WEST PALM BF1014 r2 33407 PHONE. 56I 209-8263,FAX ...iii sass N.W.3sm,st w.30A vctrnaa ca¢rt1s.17.a71ss ( ) (561)641-1716 s: �ta�,�'��'` chon.:(J6sje17-,s�0.r:(300871-,sai ay.ra orsaema ouc xr.tb n4tt mw tN7c DRAMA ' ya4 EB-0006719 j A°d,tf�jfa T oEA, n1� WALTER A.TILLIT Jr..P.E. rtn 1 sNEET 7, FLORIDA Uc-44167 : 1/4.0 TAPCONS W/1 ro OV i/4'g TAPCONS Y-__^M1l\ 1/4"0 T.IPCONS .. ' W/1 1/2'MtN. THREADED PfNk7RAT10N - - W/1 1/2'ARM. THREADED PENE7RA7ftlN 70 EX75DNG WOOD TNREAAED PENE7RA770N TO E)OSONG WOOD HEADER (SEE SCHEDULE) m FJOSRNG WOOD - HEADER (SEE SCHEDULE) VA ' HEADER.(SEE SCHEDULE) M EDUL� � 1"Min i - � ConL - WA21 250' Min: I 1 m I i Min. I I _* t y I I t I IWOOD HEADER I i i WOOD HEADER i W nt. I W0119 WADER I --\1 t REQUIRED- (. i REQUIRED t v _I. I N JREOUMED i i h I'LSm SSFARADON I TO y G7A5S < t 1"A1tn I i 1 I I A 1'Min. i I x i SEPARATION H TO GLASS 1 2 Lrilr. ! J VI I I ul OFWN ifl 1 ALTERNATIVE 3A t Al /4'0-20 x 3/4'i I 2 • w Y ' '�. SS-80L75 W/7/87 x I r 114-0 TAPCONS ,,I - 3/32 WING NUT o t W W/i 1/2'MIN. J ' 12"O. C. i i URGE TION DaMt I_.�� r } HEADER (SEE SCHEDULE) y CONT. I I o Cont Y` (OPEN POSNION t) T PENETRAnON 0 MIDW/DTH i Min. ' h .- OF PLA7E<(SEE SCHEDULE) .� . ._ .._... r t i �;• i I �_�.1-'-'• ' i f � SECA0�1®ANCHOR I U I I 2 I E 1 ! i WORD HEADER . E -500' !REQUIRED carr. $s 6 Cont. OPT10N �F2 N AL TERNAT1VE 3A g Elk swo 32'wwc NUT Cant Z'.4"Pule l�.l- ,•- - _ ftE1x4StEa 1 I 1/2"bin. 1/4"0 rAPCONS 7)ON W/t r/2'Min 7HRFAOED PLATE. PENE7R4770N M MIDWIDTH 1 OF PLATE (SEE SCHEDULE) TO i J'Min"SEGr nON 1 SS 1/4'N-20 x 3/4' i 2".�'Pura COM. i S8 BOLTS w/7/8'x i ALTERNATIVE 2 (OPEN Ptl51RDN t). o I 32 02 WING NUT P � scAt£: 1/2`«r' (11(--��!7�� 12'o. a RU Q .500' w5 cont I SEC77(?N ® STUp. x 3/3z' w Nur!1 z o rSTUDRw ALTERNATIVE 4 I I .0. C. W 2 rrc 4'pmTe i SGALF.: 112' t - NOTE EOR COMBINATION OF SECTIONS: ,( 1/4-0 TAPCONS t-'-�Mli( }Y/1 1/2'Meir. THREADED t NOTE.SNAP CAP 1 u WALL.MOUNTING SEC77ONS CAN BE `oq q1(17#0'}�(E1RA77ON 0 M7DWVlH REUUN CLOSED AT 1N .. �}� A.J�E (SEr SCHEDULE) HURMWE COND1770NS "! cOMB7NED IN ANY WAY TO suTr ANY mism1AT70N. �dq �. ••..,•,. rl�-r,. - .onL � U1LDiNG CODE (Non Nigh Velocifiy Hurricane Zone} { � NOIES SC45.- Z' EY'' v 02015 RLTEM.INC. 0.050" 6ERTHA ALUMINUM STORM PANEL F_R7_ 1 (2.00" DEEP) DRAWN BY. 6?ARE ONLY VAUD FOR MAX A-S.D. DESIGN PRESSURE RAnN s '711 — "' EASTERN METAL SUPPLY, INC �24,E/-'$ T. INSrA AND PANEL LFJVCWS AS PER SCHEDULES DN SHEET 2 - r{- 'Q NC.� 2. SEE ANCHOR SCHEDULE ON SHEETS 16& 17. � q // - v \\ 4268 WEST RMDS DR" TILLIT TESTING& ENGINEERING COMPANY WE5r PALM BEACH,12 J3407 15-445 ,r q00~•• fi]98 N.W.S6fn.5k,sa SUS.YmdwA GnP0FN5.R 33T6. PHONE(561)2W-826 FAV-(561)841-1716 J.PINE No.Z W SFOR NEW WOOD PECIFIC DENSITY nOF-0-55 OR EQUAL. TO BE SOUTHERN dirdr/�. `^4 t�C�-�.3�ys"' vlw�«t(3osWrEB-00011719(J°s7an-Tsar xtv.w et�rna+ ax mv.Ng mvomw are. D21WwG No { / s7j✓g1`/� WALTER A TILLIT Jr..P.E- + as rI-zt s SHEET*12 0r 17 t ifeto!14;4`+' FLORIDA Uc-44167 x 114"o TAPCONS WOOD TRUSSES OR RAFTER WOOD TRUSSES OR RAFTER W1 1 1/2'Afn.JHREADEO a 24"O.C REQUIRED ®24'a C.REQUIRED- PL7JE7R1770N TO L70SANG •— ` WOOD HPAOER.(SEE SCHEDULE) '.' .500' EO ,500'. Ep^ Ea 0 3 r`Min. , N`s .. I. 1'x 4'x 1/8' I I 2" 1 — Min. (6063--T6) 1 .... .. r Min. Alum. TUBE 1114"0 x J/4' + I (J)5/16"a x , 1140 x J14' i t �RW/BU EX ., LAG cH SCREWS i JETC 1 EWS + + 1 i ,1£K SCREWS ..I LOCATE SCREW i L t + WOOD HEADER i I i9 6"O.C. , •—.v Ca11. AT M1DPJ10TH OF t :! REQUIRES i I I ES7S7JNG W000 6'O.C. , Cont. i I MEMBER(2`Min. 1 I WOOD HEADER+ la i i I I NOMINAL I 1/4'0-20 x t I _ 1 REQUIRED I T T h TH FADED i 3/4'SS. BOLTS I { y �1'Min.SEPRRA77Df4 , I - } i PENETRATION. i WING NUT©/32" t t I Q ! TO CLASS 1 1 T W i 12"O. C. j j '1 W DATION I j W A4LTERNATlVE 5A ALTERNATIVE &A ALTERNATIVE 7A = t —` -- cy SCALE: 112-= I- rn SCALE: 1/2"= 1' { (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD (LIA41TED TO +60.0, —66.0 p.s.f. DESIGN LOAD h t N AND UP TO 9'-0 Max. PANEL LENGTH) AND UP TO 9'-0"Max. PANEL LENGTH) I {{ttf sEPARn7roN 114"0 TAPCONS 4r V2. (-TO GLASS W/1 112'MIN. THREADED PENETRATION TO EXJSRNG WOOD w HEADER. (SEE SCHEDULE) t+ - ,. - I' { .i.. 2' I 2 I i i T o w 1'M•n. 718"x 3 J2' 1 1'Min. ! 1 / I I I 1-SEP GLASS ! i 1 SEP CL45 N i 4 WING NUT tl ! I Cant 4 � TO GLASS 1 , o I TO GLASS i I c 1 EVERYSTUD ; 1 Z Min • W 9 +li tI 7N8"NS7/32 1/4'C-2O EVERY TUD J ' x V. BOLTS 0 12'O. C. I 7/8'x 3/32" I 1 W I Cont ! + WING N > i 1 6 WOOD � I 6WOOD i 72 O. C. WOOD HEDER REDID. 7ECxREO`D REQUIRED 2• T-- QPTIDN 12 vA 1/4'0 PANEL MATES ORR S.G.S. TAF'CONS MIMED ALTERNATIVE 5A _ WD CI PDVCIRA77ON 0 MIDMOIN OF f '``•.BOTTOM. (SEE SCHEDULE) i/4 0 TAPGONS 1/4 Q TAPCONS AL TERNA T/VE 8 ; W/1 1/2"MIN. W/1 1/2'MW. SCALE: 112'= 1' , TSREADEDEPEN�TXIN THREADED PINETRARON(SEE SCHEDULE)' „ "' ALTERNATIVE & ALTERNATIVE 7' ' SCALE: i/z"= 1' SCALE: 112'= 1' i I 7/8`x J/J2' I WING NUT 60 EVERY STUD ,-0-12'O.,C. NOTES: - i 2 X 6 WOOD . Cont 1.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING NOTE FOR COMBTM'TION OF.SECTIONS I PECK REO.O. I I AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I l 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. WALL/FLOOR/CL7DNG MOUNTING SEC17ONS CAN BE lt0A1;;.1'7a1+:.i.'==.' COMBINED/N ANY WAY TO SUIT ANY INSTALLAAON. . J. FOR NEW WOOD FRAME CONSTRUCTIOK•ti �lE(BL5+T 867 SOUTHERN PINE Na. 2, W/SPECIFIC DENSITY O'110.EQUAL',. >s� 'FLORIDA BUILDING 'CODE (Non High Velocity Hurricane i Uof 02015 IXTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL ER. r' (2.00" DEEP) DwwN 1/4 0 TAPCONS ": •• � 4-41, 03124 W/1 112-MIN. ---- v EASTERN METAL SUPPLY, INC DAT �SEESCH£Y7UN(£ T10N ?� o �UE�COIN c. 4268 WEST'ROADS DRhE �jy^�yCJ.�-^ TI71R TESTING 2c ENGINEERING COMPANY (W11209-82W. W1 PAL-2W.8&4Fl '17407 15-4 ALTERNATIVE r? ` Try% 7 M aiSS N.w. *87' -n u,5e P' 'I209 826S,�FAX:(561}8411716 - , "',4s ti vno�o:(m)e1E-I O .71:(�o57an_t�l OfrAWln xBp 1l) AA �, . FB-TILLIT 9 P.E. ao n-nt rKl1 a SHEET T„ SCALE: 1/2'= 1' 77A0Tf1 �;554 WALTER FLORIDA U...44167 x - r.aaw WOOD TRUSSES OR RAFTER 1/4"0 LONG ELCO ® 24 0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/2"Min. THREADED PENETRATION - TO EXISTING WOOD HEADER. (SEE SCHEDULE) .500" 0" I EQ I I I o 0 I 1x 4'x 1/8" Min. (606J—T6) L 71810 x J/J2" I Alum• TUBE W/ I I WING NUTS ® 12 0.C. I 1 I (J) 5/16"0 x 4 114'0'x "'1/4Ox 3/4" I I I LAG SCREWS TO I I ITW/BUILDEX 1 FACH JOIST I TEK SCREWS I I I LOCATE SCREW I Cont. MIDWIDTH OF I I ® 6".O.C. 4 AT 1 EXISTING WOOD I I i I MEMBER (2"Min. I NOMINAL WIDTH) I W/2"Min. I 4i I j 1 THREADED I I j "1Min. I I N I I I PENETRATION. —I SEPARATION — ~ j j U TO CLASS 1 I I W Ld 1 I I I - Z z ALTERNATIVE 1 OA y I I 7/8'0 s 3/32' lW - WING NUT 0 SCALE: 1/2" = 1" w EVEO?Y SMO ( `. NOTES: I (LIMITED TO +60.0, —66.0 p.s-f- DESIGN LOAD x AND UP TO 9'-0" Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VAUD FOR MAX A.S-D. DESIGN PRESSURE RATING j o W & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I 4i � 1 I w 2. SEE ANCHOR SCHEDULE ON SHEET 16 & IZ Q 3 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE I i i a SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 71810 x 3/32' 1 1 WING NUT® I I 1 I EVERY STUD I 1 I @ 12"0. C. NOTE FOR-COMBINATION OF SEC77ONS : >>>>>>� Ll Erb no�117wss1aarr.e:"il- I 2"x 6" - - - - _ - Cont. . I j j W000 DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE L�CF�V •�/]`�� REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (NO FINISH <0 00 I 1.000 MIN. " ALLOWED) lv0CI �4 ont- '. a U"I'• i /4"0 TAPCONS / 1 1/2 Min- HREADED PENETRATION MIDWIDTH OF PLATE- IdIJHOiiit4'"' EE SCHEDULE) 114-0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I W/ 1 1/2"Min. 02015 mrEco.INC. 0.050" BERTHA ALUMINUM STORM PANEL FRL ALTERNATIVE 10 THREADED PENETRA770N (2.00" DEEP) �R (SEE SCHEDULE) SCALE : 1/2" = 1" P EASTERN METAL SUPPLY, INC 03DAAM75 11. 1 F:t /�l EC 0'm N C. 4268 WEST Rd10S ORAC SON EXISTING WOOD BUILDINGS TILUT TESTING'& ENGINEERING COMPANY PHONE( 209 82sj,C AX(567)84!-1716 A FL 33407 15-045 636.5 M.W.J6M-4..5lv-165.VAGWA GRImQ6.Fl.A166 ORAWWG Na e wwP.:(sos)en-lsw-r:(sos)e'it-Inst an,xo oge�"x _ux er. carte+ F t t EB-0006719 r ao n-a2r 3� SNEEf 14 OF 77 WALTER A.TICCIT Jr.•P.E. % F1AWG4 IJc.44167 t 1 716"Min 2' EXISTING ff-- -..' EXIS17NG MaxBRJCK VEENtl2 J/4 Px8'ftCO mote PANEL4fATE -- - "PENETRATION ) Mm'. BRICK 4j'V£fNER 1 0x8"aCO mte aPAN£LMATE PENEI'fL777L1N � '� 1 TVAS ANCHORS OR 114-0 TAPCONS _ TUAS ANCHORS OR'ij4lo TAPCONS (SEE SCHEDULE). (SEE SCHEDULE). - cont. 250" 250 - - - - 4 - 50O" WOOD HEADER `I i WOOD I HEADER REQUIRED I i m REQUIRED EVS7714G ont. Wy t kih STEEL ANGLE LINTEL( m - :,• Ex, { W STEEL ANGLE LINTEL' 1 iz:r;a I I AS APPLICABLE , W j I I AS APPLICABLE 1i i Q� 11 _ I 4V 1"M,'e. i y xh ii 7"Min. i y oy r L-- S'EPAR477ON z W I --• SEPARAnON I w TO GLASS' I y, i I To GLASS ti II ( II I OPTION if OF770H +/_2 ALTERNATIVE 11A ALTERNATIVE 11A Ir , I , NOTES: y m - 1. INSTALLATIONS ARE ONLY VALID FOR MAX. ASP. DESIGN PRESSURE RATING EX/SITNG I AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2 x4" BRICK SILL i s 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. . WOOD '�'<_'>' P[A7F ; 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W1 SPECIFIC DENSITY OF 0.55 OR EQUAL I nz *o El'LSRhG I CS . FLAWPK AS L Ma. APPLICARE I '' N07E FOR COMOIN477ON OF SEC77ONS: RA770N W . I ¢ WALL/7200R10ElUNG MOUNTING SECTIONS CAN J3F COMBINED IN ANY WAY TO SUIT ANY INSTALLABON. . X -2-- 3.500' I EXJS77NGcia C:Lf!atf 0 76'O.C. Max. REDID !/ 5 Cont: ... e°yyeV txl L A �EXISRNG Min 112"PLYWOOD EXISTING y� ;. 11410 EL x 8" CO mole PANLIC-1 ELMATE REOD (PYP) W1 FASTENING BRICK SILL SEC710N 2304 OF THE " ' rs •,� " 7VAS ANCHORS OR 1j4 0 TAPCON TO STUDS AS PER S.S.1/4BOLTS W/70_20 x J/418x ==' -:' U, (SEE SCHEDULE) TO F.XI77ING PLYWOOD, FLORIDA BUILDING CODE. 3/32"WING NUT - 0 12"O. G x :4 ALTERNATIVE 1 r BUILD--OUT-INSTALLATION 1 ;a dd•WA •� SCALE: 112"= I" VALID FOR MAX. A.S.D DESIGN PRESSURE RATING 4-50.0, -60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane 78" PANELS LENGTHS,'AND FOR x-50-0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 02015 rXIECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R. THAN 78" UP TO 108" (2.00" DEEP) SAWN 2. �LTE �"—� EASTERN METAL SUPPLY, INC °5/ �T:l 1289 WEST RaWS DMW INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILUT TESTING & ENGINEERING COMPANY WEST PALM BF -FL.M; ' 1$-( 6155 H.W.36th.R.Sb.305.tAiC(+1N A'd0iE3i5.n mi. PHONE ST PALM FAX(5D1)f341-1716 vhorw:(Ja5J6 E13-00.Fw:(305)1171-7331 .ro oCA�oh Mrz �. D 1 DRAMA WALTER A TRLtt Jr.,P.E as LL-»L �A ° SNEE7 f 4t FLORIDA tic.44167 0 TAPCONS W/ 2"WN. THREADED TION TO 00571NG HEADER. 1/4•o-20.S S.A44CHINE �'HI F) 80LT W/NUT&WASHER 0 f2'O. C. . 7/8'x J/J2' 16 Lant 1,� WING NUT'@ . EVERY SR7D 0 12'O. C. 1 g I 1 Cone i I I I � t t 1 I 4Wi I I x t � I I � -' ,+aln.SEPARATKW TO CLASS I T I i i H t I ! • I'M4 SEPARATION -y i TO GLASS I .. ... 1 1 _ 1/4'0-20 x 3/4' I I SS. DOLTS W%7/8'x I q J/J2'WING,NUT 0 KING NUT 0 i I II' 12'O.C. i 12'0. C � I ii bI .. ! � o I I j I 2'x4-,WOOD 7' j PLATE R£O4k A7r'n. I I 1 v! I I 11 i F Cont I I i 1/40 TAPCONS, 114-0. 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PANEL LENGTHS. •' E�S� FLORIDA BUILDING CODE r No.4,4167 p 02015 7VECO INC 0.050" BERTHA t?� T IE�CO EASTERN ME •.�C�. +'•• 71LL1T TESTING ENGINEERING COMPANY • t .> 4268 WEST v�}!•.•it, W.GN✓DENs.Fl.33165 HONE-(561)209 P J!/,;•GId.+1'1}..G ,4 .._ . .,. ...8hmc.:136 6TiB-00.71:13 prsraaual;�;mma' EE-ooLLFV s - WALTER A 71L11T�.Ir.,P.E. ao+r-211 FLORIDA tic.441G/ , rx \ to 7 g h rr� t SCIS Home Log In User Registration Hot Topics ; Submit Surcharge ( Stats&Facts Publications FBC Staff SCIS Site Map Links Search ' n i OF } 11 ? Product Approval �- USER.Public User �, (Coil a Product Approyal_Menu.>Product or Aooliw[ion Search>Aoolica[ion List pplieaci Detail " x4 FL# FL330 R 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.' i 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 ]ens 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 Windo4v5 \ Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received i Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/IS2 1997 ASTM E 1886 2005 ASTM E 1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/30/2016 Summary of Products FL# Model,Number or Name Description 330.1 CA-440 Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification-CA440.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/28/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330__Rl_5_II CA_440,pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA.440_Ev_aluation,pdf Created by Independent Third Party: No 330.2 CA-540 WinGuard Vinyl Casement Window Limits of Use Certification,Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification'_CA540.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/28/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design &33Q_815-..II..._CA-540.pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: No 330.3 CA 640 Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC CA-640 Certification_pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/10/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-640.odF pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330_R15AECA-640_Eya I natio n_pd f Created by Independent Third Party: No 330.4 CA-2740 PremierVue Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330_._R15_C__CAC-._CertificationB-CA2740;pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/30/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 RII5 II CA-2740.pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA-2740 Evaluation.odf Created by Independent Third Party: No 330.5 CA-2840 PremierVue Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL33...0.,,._R15_C CAC._CA_2840_Certifi_c..ation,.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/28/2017 Design Pressure:N/A Installation;Instructions Other:Please see the Installation Instructions for design FL330..R15, II,.._CA-2840,,pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA-2840 Evalua&n.pdf Created by Independent Third Party:No 330.6 CA-5440 EnergyVue Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 CAC_Certification 544.0._CA,.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/09/2019 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330_R15._II__CA 5440,:.pdf pressure,size and anchorage information. Verified By:A.Lynn Mille,P.E.58705 Created by Independent Third Party: No j Evaluation Reports 11 FL330..__R1.5 A.E_CA-5440!Evaluation.,pdf Created by Independent Third Party: No 330.7 CA-5540 WinGuard Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification.5540 CA.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/09/2019 Design Pressure:N/A Installation,Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-5540.pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports ' FL330,.R1.5. AE__CA-5540Evaluation.pdf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-"records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I ! jGENERAL NOTES:SERIES 5440 NON-IMPACT RESISTANT,VINYL CASEMENT WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 40"MAX.BUCK WIDTH 40"MAX.BUCK WIDTH 2 ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO B.SEE D.SEE SHEET 4 4"MAX. SHEET 4 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.1X AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION-IS THE RESPONSIBILITY OF THEA i C ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A,SEE C,SEE 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - SHEET 4 _ SHEET 4 _ BEYOND WALL DRESSING OR STUCCO.USE ANCHORS ' OF SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS 84' 84" SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX. MAX, STRATEGY FOR WATER RESISTANCE OF INSTALLATION BUCK i BUCK I -- — SHALL BE DONE BY OTHERS AND IS BEYOND THE_ _. HEIGHT HEIGHT SCOPE OF THESE INSTRUCTIONS. y 4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR 1 LOCATION WHERE THE PRODUCT IS NOT FLUSH TO :T THE SUBSTRATE.USE SHIMS CAPABLE OF 13.4" IT TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY MAX- OTHERS,MUST 13E SUFFICIENTLY ANCHORED TO O.C. RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN B I �. 4"MAX D I 3-3/8- PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT I �i I MAX BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 28"MAX.O.C. h 4"MAX.O.C. ��it LOAD DURATION FACTOR WAS USED FOR THE -„,.,Q,;_„�, n,:_ . EVALUATION OF ANCHORS INTO WOOD.ANCHORS ELEVATION FOR TYP.EQUAL LEG/BOX&FLANGE FRAME ELEVATION FOR TYP.FIN&J-CHANNEL FR/ THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ' TABLE 1: Window Buck Size Reinf. Design Pressure Certification Width Height Level N psf (-)psf '(CAR)Number 36” 75" Standard 50 50 190-1057 40" 84" HD 65 70 190-1058 VINYL CASEMENT WINDOW FPA(NON-IMP.) 0 12/13/14 GENERAL NOTES&ELEVATIONS 2m J ROSOWSKI 0 0 - O CERT.OF AUTH.1t29296 1070 TECHNOLOGY DRIVE �a N.VENICE,FL 34275 (941 Y480-1600A.NTS h 1 OF 4 o 2 FPA-5440CA.0 z° A'I TABLE 2:ANCHORS INSTALLED THROUGH-FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min.Edge Min. Min.Edge Min. Anchor Substrate Anchor Substrate _.- -• Distance Embedment �.. -- tiDistance Embedment i #10 SMS P.T.Southern Pine(SG=0.55) 7/16" 1.3/8" 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55 9/16° 2-7/16" (steel,18.8 S.S. Steel,A36 3/9' 0.050" P of 50.0 �- or4lQS.S.) Steel Stud,A653 Gr.33 3/9' 0.0346"(20 Ga.) 2-1/2'x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16 2-7/16" -Max.OP of 50.0 Aluminum,6063-T5 3/9' 0.0713-(14 Ga.) 2-1/2'x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/.16" 2-7/16" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8" P.T.Southern Pine(SG=:55). 3/4" 1-3/8" (stee),18$S.S. Steel,A36 3/9' 0.050" #10 SMS Aluminum,6063-T5 3/8" 0.0713"(14 Ga.) Steel Stud,A653 Gr.33 318 0.0346"('20 Ga J E (steel,18 8 S.S. or 410 S.S. ) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) Aluminum,6063-T5 3/8" 0.0713" 14 Ga.) or 410 S.S. Steel,A36 3/8" 0.050" 3/16"Ultracon P.T.Southern Pine(SG=0.55) 7/16" 13N8" (steel) Concrete(min.2.85 ksi)- 1" 1318 Max.DP of50.0 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES: _ P.T.Southern Pine(SG=0.55) 1" 13B" 114"Ultracon Concrete(min.2.85 ksi) 1" 13/4" 1)"UNGROUTED CMU"VALUES MAY GE-7700 OR BE USED FOR GROUTED CMU DOW-791 1/2"NOM.GLASS (steel) Ungrouted CMU,(ASTM C-90) 2-1/2". 1-1/4" APPLICATIONS. SILICONE BITE TYP. Concrete(min.2.85 ksi) 2-1/2" 1.3/4" 2)PANHEAD,FLATHEAD OR P.T.Southern Pine(SG--0.55) 1" 1 3✓8 a HEXHEAD ARE ACCEPTABLE. EXTERIOR 1/4"Crete-Flex Concrete(min.3.35 ksi) 1" 1314" (410 S.S.) Ungrouted CMU,(ASTM C30) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 13/4° A MIN.OF 3 THREADS EXTEND Concrete(min.3.275 ksi) 1-1/2" 13/8 BEYOND THE METAL SUBSTRATE. 1/4"Aggre Gator P.T.Southern Pine(SG=0.55) 1" 13/8" (183 S.S.) Un routed CMU; ASTM C-90 7' 1-1/4" TYP. GLAZING DETAIL 3/4"NOM. ^{ 3/4"NOM. 7/8'NOM.. 7/8'N M.•.•}-+—: .- 1/8"ANNEALED OR 3116"ANNEALED OR TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB-- 5/16"ALA PVB 1/2"AIR SPACE 318"AIR SPACE. 7/16:AIR SPACE 3/8"AIR SPACE--:--- 1/8" PACE 1/8"ANNEALED OR \ 3/16"ANNEALED OR \ 1/8"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS^ i TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE. XL EDGE GLAZING TYPES . - PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) VINYL CASEMENT,WINROW FPA(NON-IMP.) 0 12/13/14 = J o GLASS/ANCHOR OPTIONS Qm� J ROSOWSKI O CERT.OF AUTH:#29296 ¢� r`�'�^ "•�. 1070 TECHNOLOGY DRIVE N.VENICE, _FL 34275 N 20F`4_ O4 oA zA.LYPen �sP•e. - iCA(941)4160 -5440 NTS• a s8a f EDGE DISTANCE SHOWN S - INSTALLED INSTALLED EMBEDMENT -= �{ DIRECTLY TO THROUGHIX i SUBSTRATE EMBEDMENT BUCKSTRIP _- A EDGEFLANGE FRAME - �^ DISTANCE Q o- � � �nQ SHOWN cT JAMB ANCHORS MAY i BEINSTALLEDIN I �' EITHER LOCATION ` o EXTERIOR FLANGEID -� Sl I O I FRAME - -- BUCK WIDTH ---- --- EQUAL- SHOWN. IEGtBOX HORIZONTAL SECTION A-A FRAME - - SHOWN - SHOWN=WITH"HEAVY-DUTY SASH, HARDWARE&REINFORCEMENT ❑ d o Q I] BUCK Imo` I HEIGHT f ! [_](] o Q INSTALLATK)f r114'MAX.SHIM 1)SEE SHEET - SPACING REC 2)SEE TABLE FOR ANCTR HOR D o REQUJREMEN STANDARD SASH RAIL, 3)MAX.SHIM t EXTERIOR ! BE 1t4'. j HARDWARE& Q 4)GLASS SHC REINFORCEMENT O ILLUSTRATIVE dFLANGE ONLY AND MA ff MEET DESIGN FRAMEXTERIOR REQUIREMEN SHOWN 6)FIN AND/OF I� t) BE REMOVED OTHER FRAMI SHOWN INSTALLATION THROUGH INSTALLED' THE FRAME,INTO METAL DIRECTLY TO SUBSTRATE EQUAL- --� LEGA30X ,moi'`• FRAME EMBEDMENT SHOWN VINYL CASEMENT WINDOW FPA{NON-IMP.} 0 12l13J14 B T s 1 . +•-j— EDGE DISTANCE o FLANGE&EQUAL-LEG/BOX FRAMES 2,� J ROSOWSKI VERTICAL SECTION B-B 0 } SHOWN WITH HEAVY-DUTY SASH, CERT.OF RUTH.#29296 a o '`�_. •' HARDWARE&REINFORCEMENT 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 `n (941)-480-1600 CA-5440 NTS 3 OF 4 ^z FPA-5440CA_0 z° A.I EMBEDMENT -+�--�� EDGE DISTANCE - EMBEDMENT �; J-CHANNEL _` -' EDGE FRAME DISTANCE SHOWN EDGE DISTANCE i o 0 r I 1 EMBEDMENT 0 TEMPORARY REMOVAL OF HARDWARE MAY BE (//��1 ! I ❑ _.._. o ❑ r ! j C�L�O REQUIRED TO ACCESS i INSTALLATION ANCHORS J-CHANNEL INTEGRAL ' FRAME EXTERIOR FIN SHOWN o SOWN ° -- -! D -�--- "�-�= BUCK WIDTH Cj�0 RIZONTAL SECTION C-C (� SHOWN WITH HEAVY-DUTY SASH, L �� HARDWARE 8 REINFORCEMENT BUCK HEIGHT ❑ \ - i ° as 0�' 0 STANDARD SASH RAIL, EXTERIOR HARDWARE& ! �} a REINFORCEMENT I I ! i n� INSTALLATION NOTES: Q rI � 0❑ EXTERIOR H EXTERIOR O °CJI 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. INTEGRAL �0 INTEGRAL 2)SEE TABLE(S)ON SHEET 2 FOR FIN FIN ANCHORAGE AND SUBSTRATE FRAME FRAME REQUIREMENTS. SHOWN SHOWN 3)MAX.SHIM THICKNESS TO BE 1/4-. QUO 4)GLASS SHOWN IS FOR ILLUSTRATIVE INSTALLATION THROUGH INSTALLATION THROUGH THE PURPOSES ONLY AND MAY DIFFER TO THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL i MEET DESIGN REQUIREMENTS. a 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. INTEGRAL - ..r. FIN FRAME C� EMBEDMENT = VINYL CASEMENT WINDOW FPA(NON-IMP.) 0 12/13/1,4 >� _ SHOWN J-CHANNEL&INTEGRAL FIN FRAMES pia J ROSOWSKI ? (°IIS _ _Z:4 EDGE DISTANCE j•�- - 'v -1�_ `• �i CERT.OF AUTH.#29296 w� �VERTKCIALSECTION D-D _ SHOWN WITH HEAVY-DUTY SASH. 1070 TECHNOLOGY DRIVE HARDWARE&REINFORCEMENT ,�) N.VENICE,FL 34275 _ - •r ` (941}480 1600 N CA-5440 NTS 4 OF 4 ;z FPA 5440CA.0 s z A LYNN MILLER,P.E. ' P.E.p 58705 •I '4 s em' rz s BCIS Home Log In User Registration 'q Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links s Search . Product Approval 0 W USER:Public User loge-. Product Approval Menu>Product or Application Search>Application List>Application Detail }'yt FL# FL21179 Application Type New Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commi ission 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 i Quality Assurance Representative Address/Phone/Email Category r"Exterior Doors Subcategory Sliding Exterior Door Assemblies t .f Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard ; Year AAMA/WDMA/CSA 101/IS2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/07/2016 Date Validated 10/12/2016 Date Pending FBC Approval Date Approved 10/13/2016 Summary of Products FL# Model,Number or Name Description 21179.1 R SGD-5470 Vinyl Sliding Glass Door(Non-Impact) Ltml s ofsUse � Certification Agency Certificate Approved for use in HVHZ:No FL21179..._RO..._C,._CACSGD5470 Certification,..pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 11/11/2020 Design Pressure:N/A Installation Instructions Other:Please see installation instructions for design pressure, FL2j.179__RO_II.,_SGD5470 InstallationD:_pdf size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports ^ FL21179 RO AE Prod EvaI-SGD 5470C.Ddf Created by Independent Third Party: No 21179.2 SGD-5570 Vinyl Sliding Glass Door(Impact-Resistant) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL21179_RO C CAC_SGD5570 Cert ification._pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/13/2020 Design Pressure:N/A Installation Instructions Other:Please see installation instructions for design pressure, FL21,179.._RO_II_SGD5570,_InstallationE,.pdf size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL21.179 RO.AE Prod.._Eval-_SGD 5570C..pdf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. I Product Approval Accepts: re—c"lt ("'ard Safe SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: ! INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Substrate Frame Member Dlistance Embedment P.T.Southem Pine Head/Sill/Jamb 9116" 1-3/8". . GENERAL NOTES: #12,steel SMs (SG=0.55) P-hook 9/16' 1-316• 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Alu T5' Head/Sill/Jamb 3/8• 1/8° 2 DESIGN PRESSURES: (G5)o S,S.S. 10 � ) SMMS, .(0.125'min.thickness) P-hook 3/8" 118" j A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min 11 Steel,A36• Head/Sill/Jamb. 318" 0.060° I B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM El 300. A threadshn) 0.060•min.thickness P-hook 3/8' 0.060 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, Steel Stud,A653 Gr.33• Head/Sill/Jamb 318' 0.071"(14 Ga (0.071'min:thickness) P-hook 3/8' 1 0.071'(14 Ga INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114'Elco P.T.Southern Pine Jamb 1• 1-3/8' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ultracon (SG=0.55) P-hook 1' 1-3/8• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco 410 P.T.Southern Pine Head/Sill/Jamb i• 1-318• 5 INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreteFlex 1 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION,LTD. e #12,steel wood P:T.(Southem'Pine Head/Sill/Jamb-P-hook 9116" 13/8" WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED screw(GS) (SG=0.55) P-hook 1 9/16' 1-318' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P-hook 1" 1JI8• I REFERENCES(TEST REPORTS): FTL-6367,6368,6369,6370,6371&8545;EXOVA-10-002-792(A)&10-006-10231; 114"Elco (min.2 85 ksi) Head/Sill/Jamb 1-3/16' I3/81 CAMBRIDGE 535753-09; Ultracon Ungrouted CMU, Jamb' 1' 1-1/4' i 7)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. (ASTM 490) P-hook 1" 1-114" 8)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Ungrouted CMU, Jamb 1-3/4" 1-1/4' 9 THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. 1/4'Elco (ASTM P-hook 1-3/4" 1-114• C S.S.CreleFiFlex" Concrete' Head/S111/Jamb 13116' - 1-314' (min.3.35 ksi) P-hook 1' 1-3/4' ANCHOR NOTES: Concrete Head/Sill/Jamb 1-112" 1-318• 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE (min.2.22 ksi) P-hook 1-1/2' 1318" AND SUBSTRATE REQUIREMENTS. 114'Elco 18-8 Ungrouted CMU, Jamb 2" 1-1/4" 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. S.S.Aggre-Gator (ASTM 490) P4=k 2' 1-1/4' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL P.T.Southern Pine Head/Sill/Jamb 1" 1-318• IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR (SG=0.55) P-hook 1' 1-3/8' GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Concrete Head/Sill/Jamb 2-1/2• 1-38" BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE 1/4•Elco (min.2.85 ksi) 2-1/2' 1.3/4" Jamb Ultracon Ungrouted CMU, Jamb 2-112• 1-114' REVIEWED BY THE BUILDING OFFICIAL. (ASTM 4s0 P-hook z-1/r, 1-114" 4 IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,.NON-SHRINK, D ) Concrete Head/Sill/Jamb 2-112" 1-3/4" NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY.SUPPORT THE ENTIRE 114"Elco 410 (min.3.35 ksi) P-hook 2-1/2• 1-318" LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF S.S.CreteFtex Ungrouted CMU, Jamb 2-1/2" 1-1/4• SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS (ASTM 490) F P-hook 2-11T 1.114- APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES............. INSTRUCTIONS: EXAMPLE CONFIGS.......... 1 Nominal Panel Size Design PressureCertification DP/ANCHOR TABLES....... KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE INSTALL DETAILS. ....... ........ SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 4 DEPENDING ON THE Width Height (+)ps( (_)P Numbers EXAMPLE........................... REINFORCEMENT LEVEL DESIRED. GLAZING DETAILS............ 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL60" 96" 60 60 190-771 ANCHOR LOCATIONS...... WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 48" 120" 60 65 190-774 PANEL TYPES................... 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS 48" 96" 60 60 190-770 EXTRUSIONS..................... SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ACCESSORIES.................. 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN 48 96" 80 80 190-772 SCREEN DETAILS............. PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. PARTS LIST....................... 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. FIN ADDON INSTALL......... 6)ADDITIONALLY,SEE THE EXAMPLE ON.SHEET 9. VINYL SLIDING GLASS DOOR FPA g 3 STANDARDS USED: 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION GENERAL NOTES J ROS ASTM El 300-09 ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ® a t ALUMINUM DESIGN MANUAL,ADM-2010 1070 TECHNOLOGY DRIVE — AI51-S100-071S2-2010 N.VENICE,FL 34275 (941)-480-1600 CERT.OF AUTH.#29296 SGD-5470 NTS 1 OF 25 FPA-SGD5470.2 ----------------------- UNIT WIDTH ------ MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM. M.PANEL WIDTH PANEL WIDTH NOM.PANEL WIDTH PANEL WIDTH NO 4 �7; TABLES 1 &2 PER TABLES 1 &2 1 PER TABLES I&2 PER TABLES 1 &2 Nr— __j F _N MAX.U MAX.UNIT rD 3 UNITo HEIGHT 447 MAX.UNIT q-, MAX NIT HEIGHT HEIGHT PER :R TABLES I&2 PER TABLES 1&2 TABLES I&2 HEIGHT PER TABLES 1&2 POD POCKET POCKET III IIL- N, 2F� PANEL 3-PANIEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS J LL = f, 1-PANEL= TIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH _e4 'ANEL WIDTH /-F NOM.PANEL WIDTH PER TABLES 1&2 r PER TABLES 1 ABLES 1 &2 &2 Nr— 6 5.5 T 0NIT i Al MAX. F I HEIGHT 5 SEE (_D61— MAX.UNIT Ol NOTE 3 PER 2.THIS AX.UNIT SHEET. 1 3 HEIGHT HEIGHT TABLES 1&2 10 10 rABLES 1 &2 PER TABLES 1 &2 POCKET TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS OUTSIDE CORNER SHOWN.INSIDE CORNER SIMILAR M MAX.UNIT WIDTH AX.UNIT WIDTH NEL WIDTHNOM.PANEL WIDTH BLES 1&2 PER TABLES 1 &2 �3' -1 ;3'- -1 5_� 10 X UNIT HEIGHT EIGHT K3 a C7 41 � 3 '3 19 tC3- MAX.UNIT El' g3 1. PER TABLES 1 &2 10 kBLES 1 &2 POCKET 10C.Er ly 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS (4 RATIONS NOTES: X"=OPERABLE PANEL " NFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 0"=INOPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16"DLO HEIGHT DOOR HEIGHT-11-1/16" /V POCKET • 4 "p" S. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PXXXXP,pXXXX OR XXXXp.OXXX IN PANEL HEIGHT DOOR HEIGHT-2-112" \.%GEN z ONFIGURATION CAN BE OXXXP. VINYL SLIDING GLASS DOOR FPA a! 3/24116 No.58705 5°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. lor R Cc 0 0 WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS I�M' JR SOWSKI54A BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER 1070 TECHNOLOGY DRIVE /oNAL M.PANEL WIDTH,SEE TABLES I&2. N.VENICE,FL 34275 A A.LYNN MILLER,P.E. N ;Q I I ---SHEET NUMBER (941)-480-1600 TS ll� 20F25 .!hlFPA-SGD5470.2!-. - CERT.OF AUTH.i29i96 SGD-5470 RE.#58705 j DETAIL-A1 -------SSSS-- ---____ DETAIL B1 --SSSS-- j THRU1XW000 ASTRAGAL DETAIL C1 DETAIL CONCRETE/CMU PER INTO MASONRY FACING EXT. INTERLOCK INTO MET, I ( ANCHOR REQUIREMENT-\ FRAME WIDTH ----SSSS-- --- --SSSS - rI 1/4"MAX. REQUIRED IF DOOR 09 TYP.ANCHOR TYPE, 4 IHEIGHT IS OVER 96" 21 96 EMBEDMENT AND 94 MAX 28"O.C. 02,91 EDGE DISTANCE PER \ I SUBSTRATE,SEE TABLE A,SHEET 1& i J J 5 (�p ' �� / DAYLIGHT � INTERIOR NOTE 3,BELOW " OPENING ' -- - - 8 WIDTH zs cDI 3 J O EMBEDMENT EDGE / d 81 I /° i f X25 -26 94 I e2 DISTANCE EXTERIOR% 26 SEE NOTE 6, � / SEE NOTE 6, I I 25 26 �'-L, 2�0 28 THIS SHEET 114"M �-- THIS SHEET - I SEE NOTE 6, v I � 1 X OR 2X WOOD - �(a / �L , I � BUCKSTRIP,SEE SEE NOTE 6,THIS SHEET32 THIS SHEET C � EMBEDM ANCHOR � NOTE 4,SHEET 1 L_----- _ #8 X 3/4"SMS REINFORCEMENT SCREW;7 PLATE AT I I / HORIZONTAL SECTION 63 PER STILE,LOCATED AT CENTERLINE AND 6", XXX EVERY / ( SHOWN _ 9"&12"FROM ENDS(FACTORY INSTALLED). ANCHOR LOCATION IDETAIL D21 DETAIL DETAIL A2 INTERLOCK IINTOMASONRY 1 ASTRAGAL 2X WOOD BUCKSTRIP OR INTO 2X WOOD 19 - REQUIRED IF DOOR EMBEDMENT — FACING I FRAMING,SEE ANCHOR 96 DAYLIGHT 21 91 HEIGHT IS OVER 96' 1/4"MAX. -►i I-= F Q NOTE 3,SHEET 1 f o - OPENING I►- 22 o I INTERIOR WIDTH I o � EDGE I TYP.ANCHOR TYPE, i ° SEE NOTE 6,THIS SHEET T DISTANCE r I i EMBEDMENT AND I I _ _ za R z�. 2s R(zs - -- 1 EDGE DISTANCE PER 11 it I c7 e o / y3 \zs a TYP.ANCHOR TYPE, SUBSTRATE,SEE III a �d EMBEDMENT AND t� TABLE A,SHEET 1& 1I I I� , 31 EDGE DISTANCE NOTE 3,BELOW 1--_,-_ii III I- PER SUBSTRATE, SEE TABLE A,SHEET I d EDGE r d d 1&NOTE 3,BELOW EXTERIOR DISTANCE i �o �- - - �- 1/4"MAX i' PANEL WIDTH -CONCRETE/CMU PER ASTRAGAL MA HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN E EMBEDMENT — FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6.THIS SHEET) DETAIL SHEET 19 ALL PARTS IDE 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES,r b 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED) ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND + zs O VINYL SLIDING GLASS DOOR FPA o 3 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS` IT---T-- ) INSTALLATION,HORIZONTAL X-SECT.��m J ROS FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS 27 za 1070 TECHNOLOGY DRIVE REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF m mP ONLY N.VENICE,FL 34275 THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. - ° STANDARD HD (941)-480-1600 � �, � 47 7)SEE SHEET 20 FOR SCREEN DETAILS. . . CERT.OF AUTH.#29296 SGD-5470 ; $ NTS 3 OF 25 io z FPA-SGD50. DETAIL E1 TYP ANCHOR TYPE,EMBEDMENT DETAIL E21 IDETAIL E31 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL MULLION,ALUMINUM/STEEL 1X BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY - FRAMING,SEE ANCHOR CONCRETE/CMU PER -SE VERTICAL OR HORIZONTAL. ONCRETE/CMU EDGE AND EDGE DISTANCE PER SEE SUBSTRATE PROPERTIES, NOTE 3,SHEET 1 'SUBSTRATE,SEE TABLE A,SHEET \ ANCHOR REQUIREMENT TABLE A,SHEET 1 PER ANCHOR I DISTANCE EDGE 1 &NOTE 3,THIS SHEET EDGE r_ 2EQUIREMENT EDGE DISTANCE I R " I DISTANCE I 1 DISTANCE I - EMBED- r-- 1 MENT I - - fi-- -- t _ I EMBEDMENT I EMBEDMENT y?� I EMBEDMENT I 1/4"MAX. L6 6 U \ 1X OR 2X WOOD 1/4"MAX. \J 1/4"MAX. 1/4"MAX. (� J� / u J \_ BUCKSTRIP,SEE u u /TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND X.8 / so . ANCHOR NOTE 3, ' 61 LI Ca SHEET 1 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE ; 7� TABLE A,SHEET 1 &NOTE 3,THIS SHEET TABLE A,SHEET 1 &NOTE 3,THIS SHEET 61 C 331 I \ / NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL/ SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" R PLATE AT RAILS I CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" CATIONANCHOR X (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT 15� PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE 6, SILL RISER i EXACT DIMENSIONS. THIS SHEET VARIES WITH REQUIRED EXTERIOR POSITIVE DESIGN og a PRESSURE, 390 t� 6z SEE SHEETS .390-►i ham- �� 0 EXTERIOR 62�f � O 7&8. -390 2.947 25 OR 26 I .390 2.3 70 33 I { #42 SHOWN -- 1.793 I 4.041 AS 9 I I� \4� #43-45 ALSO APPLY--823 ' 11 2.887 T-- 3.464 1 1.917 I L NOTE 13r\ F7 I I so j 060 060 .060- - ET 1 6 U g U 12 Q 2-1/2"=TOTAL 060 O 1/4"MAX. O Ca 6 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER �1 4z 4a as C� .•�` pNY I YNN 2-1/2"TOTAL 3-1/2"TOTAL (4-1/16"TOTAL (4-5/8"TOTAL � ,.••••••-..,�� �� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ���. UCENSF'•,��� ' e EMBEDMENT EDGE DISTANCE _ No.58705 = o, VINYL SLIDING GLASS DOOR FPA o� 3/24/16 = "EDGE " TYP-ANCHOR TYPE, TYP.ANCHOR TYPE, 1i INSTALLATION,VERTICAL X-SECT. o m J ROSOWSKI 70:� �T� r 14/�` DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR� EMBEDMENT AND ® ¢ --- < .� F F !v` EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE �� '.Cis '•.�ORIDP.•''G���` I RETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, 1070 TECHNOLOGY DRIVE mI mP - ��iS7ONAL NCHOR DETAIL F1 SEE TABLE A, DETAIL F21 SEETABLEA, N.VENICE,FL 34275 iao ��1111111\� IREMENT SHEET 1&NOTE 3, SHEET 1 &NOTE 3, (941)-480-1600 --- -- ----- -- INTO MASONRY INTO WOOD _ i� �'� ri' '> A.LYNN MILLER,P.E. THIS THIS SHEET CERT.OFAUTH.#29296 SGD-5470;y NTS y 4OF25 oziFPA-SGD5470.2�z p•E.K56�os --- - -- t t I I TERIOR iu� T1 O 2 I INTERIOR IN510R�u J i 25 OR& 96 37 MAX 18.5'O.C. �-- INTERIOR 33 19 96 MAX 3.5"O.C. - --- SEE SHEET 19 I 36 r MAX 3.5"O.C. o r p {9 ss SEE SHEET 19 EXTERIOR l � o OR`261 0 (9)joA 18.5"O.C. - EXTERIOR \ I EXTERIOR D 37 135° --- - /1 OO v - 90° - - - 47 I — �33 39 q DETAIL G1 FhF� DETAIL H1 . MAX sq 135' O,P g0• INSIDE CORNER O INSIDE CORNER `40 EXTE^RIOR INTERIOR q1 MAX 3.5"OC. 19 96 69 SEE SHEET 19 2 O O 0 135° INTERIOR � ` I �bfl O 2i o Dai a NOTES q o - 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. = 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR z5 OR z6 QUANTITIES,SEE TABLES 1 &2. 33 38 � ] - o a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, n DEPENDING ON CONFIGURATION. 3d DETAIL G2 MAX 18.5"O.0`96 EXTERIOR 135° MAX3.5"O.C. 19 ss t VINYL SLIDING GLASS DOOR FPA iQ 3 SEE SHEET 19 OUTSIDE CORNER `ss CORNER ASTRAGAL HORIZ.X-SECT. m J ROS I 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 '; o -—' — – =SGD-547,0141 NTS 5 OF 25 oz FPA-SGD5470.2 I_ —– CERT.OF AUTH.#29296 � — DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL I ANCHORS FOR--�1° CONCRETE/CMU INTERIOR POCKET INTERIOR OR ��` CE2 TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR si \ _ r DISTANCE REQUIREMENT JAMB �_� i 28 Rail AND EDGE DISTANCE PER 1 33 �� �/ SEE FIG 1,�` SUBSTRATE,SEE TABLE A, I =RIOR POCKETS MUSTTHIS SHEET\_/ q SHEET 1&NOTE 3,BELOW FIGURE 1,INTERLOCKS AT POCKETS: DE A NON-STRUCTURAL,. Nl _ OPT. FOR DOOR HEIGHTS 96"AND LESS: E JAMB TO REDUCE THEI ISSIBILITY OF WATER 2, d of /—ANCHOR INFILTRATION. 1/4"MAX. P, a\ uoPT. EMBEDMENT OPT :KET BY OTHERS,SEE NOTE 6 BELOW. — EXTERIOR EMBED- r> MENT- ° EXTERIOR Od o FOR DOOR HEIGHTS OVER 96" a EXTERIOR OPT. 1/4"MAX. �q ANCHOR ,o ._ /y�MAX. MAX.O.C. SEE FIG 1. TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU THIS SH ET 9, / a o30 AND EDGE DISTANCE PERS EDGE PER ANCHOR za R z7 Q i SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT ` d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET (1]21 / °,� TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER METAL TYP.,ANCHOR LENGTH SUBSTRATE,SEE TABLE A,SHEET 1 TO BE A MIN.OF 3 THREADS &NOTE 3,BELOW --,\ THE METAL SUBSTRATE \ 2X WOOD BUCKSTRIP OR EDGE FRAMING,SEE ANCHOR DISTANCE EDGE yNOTE 3,SHEET 1 DISTANCE OPT.ANCHOR T /--OPT.ANCHOR INTO METAL EMBEDMENT ✓OPT. -� / `�� `117OPT. ...-'----- EMBEDMENT J � ate, DETAIL 14 1/4"MAX. INTO WOOD MAX. EXTERIOR IN ,0 ` SEE FIG 1. 31 d THIS SHEET� SEE FIG 1, d i THIS SHEET ' \\\ 28 R 27 C \ EXTERIOR `✓ 22 26 } \\`„111111/777 1l EXTERIOR POCKET EXTERIOR POCKET ' 1 ..G.... VINYL SLIDING GLASS DOOR FPA I3/24/16 S APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ' _ °1_ — No.58705 TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. m J ROSOWSKI IEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. o iYtz j 0 k ,BEES 1 &2 FOR REINFORCEMENT REQUIREMENTS. ® Alm -O•'• TA 6 16 7R OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE - ----- x�-- ''•F<ORIDP•. T WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS �m� ',SS' '.. EWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 _ -_ �o ' OVAL e� (941)-480-1600 1,�` CERT.OF AUTH.#29296' NISGD-5470 h NTS l 6 OF 25 3 z FPA-SGD5470.2 2° A.LS�It�ELLER,P.E. •a P.E.K 58705 I t TABLE 1: Design Pressure(DP)and Anchor Quantities Required i ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or#26. 68-15/16"DLO Height 72-15/16"DLO Height 8415/16"DLO Height. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Sid.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE (' A B C D A B C D A B. C D CONSIDERED,SEE TABLE 81,THIS,SHEET. Design Pressure +60/-60 psf +60/-60 psf +60/-1111 60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS ! 19-1/8" 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 i 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). Width i P-hook 7 7 7 7 7 7 7 7 8 8 8 8 TOTAL#_OF ANCHORS THROUGH THE JAMB. j Design Pressure +60/-60 psf +60/-60 psf +60/-60psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 30 25-1'/8^ Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. DLO Jamb 5 5 5 5 5 5 5 5 - 5- 5 5 5 i P hook 7 7 7 7 7 1 7 1 7 7 8 8 8 8 Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf Head/Sill C3+1- C3+1 C3+1 C3+1- C3+1 .C3+1 C3t1 C3+1 .C3+1- C3+1..C3+1 C3+1. IL 36" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 m Width E P-hook 7 7 1 7 1 7 7 7 7 7 6 8 8 8 Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf z 37-1/8" 42" DLO 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 TABLE Bi: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure FIG 1: 43-1/8" Design Pressure +60/-60 pOH LENGTHsf +60/-60 psf +60/-60 psf Sill Nom.Sill Max.(+)DID 48" DLO Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 1 C3+1 I C3+1 I C5+2 C3+1 C3+1 C3+1 Riser Height Allowed Width Jamb 5 5 55 5 5 5 5 5 5 6 5 F DOOR ASSEMBLIES None 1-11/16' See Note 2 = INSTALLED WHERE THE P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (7 42 2-1/2" +38.7 psf w OVERHANG(OH)LENGTH IS 43 3-1/2" +60.0 psf = EQUAL TO OR GREATER TH USED IN EXAMPLE ON SHEET 9 44 4-1/16" +80.0 psf O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER 45 4-5/8" +100.0 psf INFILTRATION RESISTANCE. DLO WIDTH=NOM.PANEL WIDTH-8-9/1 DLO HEIGHT=DOOR HEIGHT-11-1/16" PANEL HEIGHT=DOOR HEIGHT-2-1/2" TABLE NOTES: VINYL SLIDING GLASS DOOR FPA JAI 3 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m' J ROS 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL — RISER IS NOT REQUIRED;OTHERWISE,+DP'S SHOWN IN TABLE 1 MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. 1070 TECHNOLOGY DRIVE 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FL 34275 9 a 5)REFER TO ANCHOR NOTES,SHEET 1. (941)-480-1600 a 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING CERT:OF RUTH.#29296 SGD-5470, NTS I 7 OF 25 R FPA-SGD5470.2 2: Design Pressure(DP)and Anchor Quantities Required ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTiES LISTED BELOW:SEE TABLE-A,, table for: Door Unit Height SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. vagal Reinforcement#29 80" 84" 96" 108" WGroup kstile Reinforcement#25 68-15116"DLO Height 72-15116"DLO Height 8415116"DLO Height 96-15/16"DLO Height 108- THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE iterlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A B r D A B r D A _ e r D A B r D ACONSIDERED;SEE TABLE B2,THIS SHEET. Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19 118 Flead/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 M51 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 DLO Jamb 5 5 5 5 5' S 5 5 5 6 6 6 6 6 6 6 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P hook 7 7 7 7 7 7 7 7 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf +60/-65psf +60/-65 psf PERPENDICULAR TO THE GLASS. 25-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 C5+1 C3+1 C3+1 C3+1 DLO Jamb 5 5 5 5 5 1 5 1 5 1 5 5 5 5 5 6 6 6 6 6 6 6 6 P hook 7 7 7 7 7 1 7 1 7 1 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +80/-80psf +80/-80psf +80/-80 psf +60/-65psf +60/-65psf FIG 1: 31-118 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 ��MLENGTH DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 6 6 6 6 6 6 6 6 Width = DOOR ASSEMBLIES P hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +80/80 psf +80/80ps( +80/ 80 psf +60/-65psf +60/65psf D INSTALLED WHERE THE 37-1/8" Lu OVERHANG(OH)LENGTH IS Head/Sill C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 = EQUAL TO OR GREATER THAN 1Nldoh Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 7 6 p THE OVERHANG HEIGHT IS EXEMPTED FROM WATER P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 INFILTRATION RESISTANCE. Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf +60/-65 psf +60/-65 psf 431/8" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 TABLE 62: Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf Water-Limited 49 118" Head/Sill —3+21C3+1 C3+2 C3+1 C3+2 C3+1 I C3+2 I C3+1 C5+2 C3+1 C5+2 C3+1 (+)Design Pressure DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Sill Nom.Sill Max.(+)DP Width P-hook 7 7 7 7 7 7 7 7 8 8 B 8 Riser Height Allowed Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf Not available in these sizes None 1-11/16" See Note 2 55'1/8" Head/Sill C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2-1/2" +38.7 psf DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Width 43 31!2" +60.0 psf P-hook 7 7 7 7 7 7 7 7 1 8 1 8 8 B 144 41/16" +80.0 psf 45 4518" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1116" ,� �,ONY-LYIVIV PANEL HEIGHT=DOOR HEIGHT-2-1/2" OTES: s = >'r:' N0.58705 VINYL SLIDING GLASS DOOR FPA d 3/24116 = ER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 = LE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m J ROSOWSKI s0. ER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL NOT REQUIRED;OTHERWISE,+DP'S SHOWN IN TABLE 2 MAY USED. ��RIDP.LL RISER . TYPES TECHNOLOGY2,3 AND 4 TRACK CONFIGURATIONS. N VENICE,F4 APPLIES ODRIVE ka �A�`�NG" TO ANCHOR NOTES,SHEET 1. (941)-480-1600 __ . EFTS 11-•16 FOR ANCHOR LOCATION&SPACING SGD-5470 NTS 8 OF 25 3� FPA-SGD5470.2 A.LYNN MILLER,P.E. CERT.OF RUTH.#29296 P.E.#58705 E EXAMPLE: Q I 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETSCENTERLINE OF INTERLOCK CENTERLIOF INTERCO( 6" NE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. ~OF PANEL 1 OF PANEL 2- PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, -- SHEET 6 - -- �\7� } ANCHORAGE, "+2"ANCHORAGEA ,2' 2- - 5+28MN 6"MAX. SHEET 12 SHEET 12 I C3'CLUSTER, C3"CLUSTER, SHEET 12 SHEET 12 END rA'CI SEE POCKET JAMB SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR_\ EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEET6 PXXX(3-TRACK) TO AID.IN _BE ADDED IN-FIELD AS NEEDED TO _ ALIGNMENT ALIGN THE HEAD OR SILL IF A - SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE I_ CENTERLINE OF INTERLOCK OF INTERLO 6" CENTERLINE CENTERLINE - - - - (+1AX• OF PANEL 1 OF PANEL 2 POCKET BY 0 0 0 0 EXTERIOR INTERIOR OTHERS,SEE - NOTE 6, o 0 0 0 0 0 0 SHEET6 ANCHORAGE, "+2'ANCHORAGE, 2�r2"AN SHEET 11 SHEET 11 'C3"CLUSTER, `C3'CLUSTER, SHEET 11 SHEET 11 END ANC 12"MAX. 21.6 FRAME JAMB SEE POCKET JAMB - (MIN.1 MAX• REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET6 PXXX(3-TRACK) 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER PRESSURE REQUIREMENTS. TO BE25-316"O.C.OR LESS FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 • 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END 6`MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT s"Max. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT TO AID IN- HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF ALIGNMENT MIDSPAN OF EACH PANEL. - O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS ANCHOR P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRE ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. $ VINYL SLIDING GLASS DOOR FPA 3 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE -t J ROS LOCATIONS OF CROSS-SECTION DRAWINGS. — B SHEET 10 FOR SPECIFIC GLAZING TYPES. ® ' 3)INSTALLATION DETAILS INTO WOOD CAN C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DRIVE m mE D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 N.VENICE,FL 34275 a'ya E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 (941)-480-1600 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 CERT.OF AUTH.#29296 SGD-5470 NTS 9 OF 25 �£ FPA-SGD5470. ! ` ' | - U ' I i SILL CLUSTER ANCHORS LAYOUT: SILL"+" INTERMEDIATE ANCHORS LAYOUT: j ASTRAGAL OR ASTRAGAL OR PANEL I INTERLOCK INTERLOCKS PANEL_ CENTERLINE CENTERLINE 4" CENTERLINE 4„ "CENTERLINE - - EXTERIOR EXTERIOR I EXTERIOR EXTERIOR EXTEnRIC _ �. .. 2-TRACK CLUSTER"C3" .„ 2-TRAOK CLUSTER'C5- 2-TRACK INTERMEDIATE 1 2-TRACK INTERMEDIATE v • ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION '+P'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL _ INTERLOCK— 4„ CENTINTEERLO CK CENTERLINE INE7 4" CENTERLINE CENTERLINE 4" 0 0 o 0 EXTERIOR 3:22° - EXTERIOR' 3.22" EXTERIOR EXTERIOR _ 3.22 EXTERI 3-TRACK CLUSTER"C3' 3-TRACK CLUSTER°CS' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION '+2"ANCHOR LOCATIONS ASTRAGAL OR - ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 0 0 0 0 0 0 0 o ° ° EXTTEEIRIIO1 3.22" EXT�EnRyIOR 3.22" EXT�EnRyIOR EXT�EnRyIOR EXTTEER] 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE `� 4TRACK INTERMEDIATE `D 'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS "N"ANCHOR LOCATION "+2'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN A NOTES: .. INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: �S Head/Sill 1 Jamb 5 FIGURES PERTAIN TO THE FOLLOWING SILL �; P-I100k 7 CLUSTER ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR FPA A 3/24/16 ANCHOR LOCATIONS A 181 J ROSOWSKI 1070 TECHNOLOGY DRIVE a� Head/Sill C3 1 N.VENICE,FL 34275 ag Jamb 5 P•ho?k:• .-. 7- .. (941)-480-1600 9ER)4 F 25 FPA-SGD5470.2�§ T.OF AUTH.#29296 SGD 5470 NTS 11 O D CLUSTER ANCHORS LAYOUT: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK Q" PANEL_ CENTERLINE 4" PANEL Q„ CENTERLINE 4 CENTERLINE CENTERLINE CENTERLINE TERIOR 3.22" EXTERIOR —� {�3—,22" EXTERIOR I EXTEE�RIOR 3.22 EXTEERIOR 3.22" ID 2-TRACK CLUSTER^C3' 2-TRACK CLUSTER'C5".. ..4.81' 2-TRACK INTERMEDIATE ,v 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS •+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK—� PANEL PANEL PANEL CENTERLINE 4„ CENTERLINE CENTERLINE�I CENTERLINES CENTERLINE q' ! 4.75" / Q,. i i :TERIOR 3.22" EXTERIOR —4 3.22" EXTERIOR EXTERIOR EXTERIOR 3-TRACK INTERMEDIATE �L, 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK CLUSTER"C3" 15 3-TRACK CLUSTER"C5" "+1"ANCHOR LOCATION \/ "+2"ANCHOR LOCATIONS lu '+3"ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK—� q„ 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE CENTERLINE T�EnRyIOR 3.22" EXTERIOR 3.22 EXTERIOR EXTCK INTERMEDIATE ERIOR EXTERIOR 4-TRACK CLUSTER 4-TRACK CLUSTER 4+T•"ANCHOR LOCATION 4 T�ANCHCK IOR LOCATIONSNTERMEDIATE ANCHOR 4-TRACK NCHOR LOATIONS+3' 'CFANCHOR LOCATIONS 'C5"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD- 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: 2)TRACK-TO-TRACK DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" FOR ALL HEADS: CK-TO-TRACK CE IS 2.375" 2.375" \ L HEADS: Head/Sill 1 \��` oNY RES PERTAIN TO THE FOLLOWING HELD .Iamb S P-hook 7 CLUSTER ANCHOR LOCATIONS: No.58705 VINYL SLIDING GLASS DOOR FPA 3/24/16 _ ANCHOR LOCATIONS B11� J ROSOWSKI =�0 SAE F�j \ 4 m g ���5''•F�OR{DI'. C1��`� I Head/Sill C3 1 1070 TECHNOLOGY DRIVE HE '� NAL I00` Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 O A.LYNN MILLER,P.E. CERT.OFAUTH.#29296 SGD-5470 1 NTS � 12 OFZS o$ FPP:SGD5470.2.� P.E.#58705 FIGURE; P-HOOK ANCHORS LAYOUT: JAMB ANCHORS_ LAYOUT, (PARTIAL VIEW): - r 2.375" r— 4.75" 7.125" i MAX. 21.6" 21.6" 21.6" MAX. MAX. MAX. O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR OPT.ANCHOR { I TO AID IN ' ALIGNMENT 6" 6" 6" NOTES: MAX. MAX. MAX. 1)STAND/ f �� FOR 3 ANI - - -- !- 2-TRACK FRAME _ 3-TRACK FRAME I 4-TRACK FRAME BE LOCAT JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS - (SIMILAR REQUIRE[ i CONSTRA i 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)N PER END @ 1"X.500" PER END @ 1"X.500" PER .I SILL SILL SILL EXTERIOR (� EXTERIOR EXTERIOR 6 MAX (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190% (6)TRACK WEEP HOLES _ (10)TRACK-WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; EVERY 24"@ 1.125"X.1 90"; TO AID IN 24"@ 1.375"X.500- (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.500" 24"@ 1.375"X.600" NOTES: i 1)SEE TABLES 1 &2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK. { FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB P+i00KJ ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR FPA JAI.3/24/16 0 0 ANCHOR LOCATIONS Cm' J ROSOWSKI 1070 TECHNOLOGY DRIVE N -- Na HeadlSlll C3+1 , Jamb 5 N.VENICE,FL 34275 P-hook. 7 _ (941)-480-1600. Ro CERT.OF AUTH.#29296 SGD=5470 NTS . 13 OF'25 c FPA-SGD5470.2 e 1 IGURES N TO 90' CORNER CLUSTER ANCHORS LAYOUT: _ _SILL 90' CORNER CLUSTER ANCHORS LAYOUT: FLLOWINPERTAIRNER SI FOLLOWING 90°CORNER SILL ANCHOR LOCATIONS: 90° Fff0 4„ 4„ JA 4" 4" 4„ 4" o 0 0 0 0Head/SIII1 —3'22 P-hook 5 EXTERIOR 3'22 EXTERIOR 2-TRACK 9D°CORNER 2-TRACK 90°CORNER hook 7 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS �J 2-TRACK 90°CORNER EXTERIOR 2-TRACK 90°CORNER EXTERIOR (USE INHERE'C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) •C4'ANCHOR LOCATIONS Fl 'C6'ANCHOR LOCATIONS {{�� (USE WHERE"C3IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) \J 4„ \ 4" 4„ 4" i 0 4„ 4" 0 4" o 0 EXTERIOR 3.22' EXTERIOR 3.22' 3.22" - 3-TRACK 90°CORNER 3-TRACK 90°CORNER 3-TRACK 90'CORNER EXTERIORI�I 3-TRACK 90°CORNER EXTERIOR 'C4'ANCHOR LOCATIONS V "C6'ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS r y 'C6'ANCHOR LOCATIONS y (USE WHERE'C3-IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) �/ (USE WHERE'C5"IS SPECIFIED) ANY LYNN 4" 4^ L- 2) 4" ��t�•''_kCENSF' 0 I 4" No.58705 :. 0 0 4"-\ �o �tiFE (6 o o -• STAF 4-TRACK 90°CORNER EXTERIOR 4-TRACK 90°CORNER 2 EXTERIOR 4" 3.22 /�""910NAL I'N�\,\\ EXTERIOR EXTERIOR / "C4"ANCHOR LOCATIONS �n7 '�^.� 'C6'ANCHOR LOCATIONS 4-TRACK 90'CORNER 4-TRACK 9D°CORNER (USE WHERE'C3"IS SPECIFIED) `�' (USE WHERE`C5"IS SPECIFIED) "C4`ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS i (USE WHERE`C3'IS SPECIFIED) (USE WHERE`C5•IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#58705 'RTAIN TO THE FOLLOWING 90•CORNER - \1 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: :� VINYL SLIDING GLASS DOOR FPA 3/24/16 DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dm* J ROSOWSKI HeadlSIII C 1 37. Jamb 1 5 3)TRACK-TO-TRACK z c P hook 7 DISTANCE IS 2.375" =!! 2.375" 2.375" 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 �g (941)-480-1600 SGD-5470{{ NTS 14 OF 25.. g FPA-SGD5470.2 3 CERT.OF AUTH.#29296 �3 a i I HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: 4" 4" 4 0 4" o 0 0 o ERIOR EXTERIOR 3.22'I - 3.22 �(�} 4. EXTERIOR 4„ EXTERIO 2-TRACK 135°CORNER " 2-TRACK 135°CORNER 2-TRACK 135°CORNER 2-TRACK 135°CORNER 'C4"ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED)_ (USE WHERE'C5-IS SPECIFIED) - - 4" 4" - - 44„ 0to 0XTERRIOR EXTEERRIIIOR. EXTERIG 3.22" V 3.22" 3-TRACK 135°CORNER 3-TRACK 135°CORNER 3-TRACK 135°CORNER 3-TRACK 135°CORNER "C4"ANCHOR LOCATIONS - "C6"ANCHOR LOCATIONS "C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS .(USE WHERE`C3"IS SPECIFIED) _ (USE WHERE-05'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE-CS IS SPECIFIED) i 4 4,. 4" 96EXTER10f 4" o 0 EXTERIOR EXTERIOR EXTERIOR �F-Iy V 3.22" 4-TRACK 135°CORNER �/ 4-TRACK 135°CORNER 'D v 'C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS "4-TRACK 135°CORNER 4-TRACK 135°CORNER (USE WHERE'C3"IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) CANCHOR LOCATIONS 'CLOCATIONS (USE W W ANCHOR WHERE"C3-IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) p�p��•/�p�� NOTES: FIGURES PERTAIN TO THE FOLLOWING 135'CORNER ¢ \, 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: $'VINYL SLIDING GL 135" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIO Head(Sill 03 7 I _ Jamb 5 3)TRACK-TO-TRACK b P-hook 7 DISTANCE IS 2.375" 52.3751§24375" 1070 TECHNOLOGY DRIVE a FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)-480-1600 CERT.OF AUTH.#29[96 SGD-5470 NTS SPLICE ANCHORS LAYOUT @INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: SPLICE_ SPLICE SPLICE_ SPLICE_ LOCATION I 4 LOCATION 4„ LOCATION LOCATION - —4" 4" I fERIOR 3 22" EXTERIOR 3,22" EXTERIOR EXTERIOR Head/Sill C3 1 2-TRACK SPLICE any 2-TRACK SPLICE Jamb 5 .2-TRACK SPLICE 2-TRACK SPLICE `�.. "C4"ANCHOR LOCATIONS v "C6'ANCHOR LOCATIONS P-hook 7 'C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE-C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) SPLICE SPLICE SPLICE _ SPLICE LOCATION 4" LOCATION 4'• LOCATION 4" LOCATION 4.75" (: _ I 0 0 0 0 0 0 o I o 'ERIOR _4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR -4" Il 3-TRACK SPLICE y 3-TRACK SPLICE �(n�S ANCHOR SPLICE ANCHOR SPLICE �/ 'C4`ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS V 'CW ANCHOR LOCATIONS 'CWANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE4,7$" SPLICE SPLICE SPLICE LOCATION LOCATION 4 LOCATION LOCATION 4" 0 0 0 0 I o 0 0 0 0 =RIOR I EXTERIOR EXTERIOR 3.22" EXTERIOR \�� ONY LYN 1 , 4" 3.22" 3.22" \ !vy7 4-TRACK SPLICE �f'Iy 4-TRACK SPLICE 3 4-TRACK SPLICE .4-TRACK SPLICE C S ' `C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS P�,•' F '.•��� _ (USE WHER HOR IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE-C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) * No.58705 �TR E .•'�� NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. //iS�ONAL /l IIIIII�� 'ERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.#56705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR FPA Itl 3/24/16 DISTANCE IS 2.375 Mr23175" 2.375" — FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F _�m J ROSOWSKI 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DRIVE a ---- HB ieadlSill (C3yl BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 z �g Jamb 5 (941)-480-1600 --- P-hmk 7 CERT.OF`AUTH.#292 16 SGD-5470 NTS ]I 16 OF 25.,1£ FPA-SGD5470.2 9 I ! PANEL'S RIGHT STILE TYPE _ SCREEN PANEL Tl DOUBLE PANEL �� OUTSIDE 90°I INSIDE90- OUTSIDE 135° INSIDE 135° I j CM SINGLE SINGLE INTERLOCK t TYPES FIXED ' LOCKSTILE ! ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL l I _ INTERLOCK INTERLOCK i ASTRAGAL ASTRAGAL , STILE W/HANDLE ; BOX OUT BOX IN RECEIVER 1 RECEIVER INTERIOR OR OUT I IN RECEIVER -RECEIVER --r -p--� EXTERIOR GLAZED ]-- 1--.��dW - i M LOCKSTILESINGLE nw j - - INTERLOCK E ° F PPI K, I L L TC TA TV TW Y LOGKSTILE l.��nn•'v��..� OUT I Wwou0 (aoxw) SINGLE I — -- ; —_ ----- I ----- ----_ _.h-_— - � C - C'�/ SINGLE B I P A C j C ' SC SA I SV V Y Y INTERLOCK --�`✓`^^�`^�'C i I IN SD ILU INI _ teoxoua7 Roxa+1 -- T DOUBLE FIXED A FIXED ' FD FV F W STILE _ - RR '- _ off. I -(BOXIM .1 - - - R S S FC ' INTERLOCK STILE Pm _ w J LOCK — D - /�// U ��/� I ASTRAGAL _ I W/HANDLE I oxoup ox" DS I DOUBLE , -� INTERLOCK I i ASTRAGAL I BOX OUT "I LR T l U -- /smom /earow) /soxoup ! L J �--ASTRAGAL T U `^ BOX IN vJ ---� _SBOXW moxiAlI OUT ASTRAGAL GA ICT CS CF ' z RECEIVER- - - IN.90° Q ASTRAGAL - AT AS DF I a � RECEIVER i OUT.135' ASTRAGAL VT VS VF RECEIVER IN RS ER INTI WS WF LEFT RIGHT PANELPANEL STILE o STILE PANEL TYPE "F"SHOWN. t i PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. m 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR FPA o 3 NOT AVAILABLE. PANEL TYPES o m' J ROS 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 1070 TECHNOLOGY DRIVE 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH m -- -— m� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 c rco (941)480-1600 Im GD 5470Ii NT 17 OF2 5 oziFPA-SGD5470. CERT.OF AUTH.#29296. y 5 h; ---0O--- - 0 10.635 p _L_q -.540 -1 -. 1 vnr L.291 .061 .762 100- i 930550 --.125 /0-1.812 . .062 301 1.928 i - I j 100 O INTERLOCK CAP, COVER(PVC)W C8)ANCHOR PLATE (�TRACK INSERT Co EXTENDED POCKET 5.178 2 TRACK HEAD/JAMB 4 TRACK SILL 1.000 .252 r•062 F-.231�t_ - 60 -1 2.060 jam- .1 j 1.613 j .080--- ---------8.250-- ---- 8.250 - - it---�� - I 'I -'-.� 1.435 1 �O oC�O� ... 100 9-� .949❑ 1.983 1 H OF]1.813 I�O-I �o 1.681 U-�u�- .062 --.060 100 -1 d�®�����0 1'1 BOTTOMOR RAIL 12 FRAME SILL 13 'COVER SILL CK �7 P-HOOK ADAPTOR 18 P-HOOK C)3 TRACK HEAD/JAMB 0 3 TRACK SILL ADD-ON 229 . r-.094 -_-.125 1 540 •540 _•291 i.061 r- -2.975 -I Lr 2.141 1 10.625 -- --- -5.875-- ►I_ 626 r-.540 5 0 ' j V-'3.000- / C r-u- 1 075 I 1 _ �' 1--2.607-� 1.406 ❑�� .100 9 �-Imo--.062 ; 1.813 �o 1.681 �-- 062 I 329- 100 �� KEEPER KEEPER 21 BAR COVER BAR n BAEIRNFORCEMENT 23 FIXED PANEL CLIP 24 REINFORCEMENT j EJ 4 TRACK HEAD/JAMB �2 TRACK SILL +2.511 -- ' I U r 2.838 -1 1.625 r- 1.595 -�-1 1.595 r+- -.309 ? T-- 1 1.570 r- r_- - -2.696 - --.080 - 3.483 -�-' - 1 - 2.073 .099 -r-.125 1 f I I 4.279 .070 - .075- e 4.635 .100 2.368 2.116 2.833 2.768 .400 2.768 j 1 2.210 --090 .300 8 2.025 .312 I i �� 34 INTERIOR JAMB COVER �, --I�-.188 i�Fri.182. .120 -- �a tom-.182 - T�2.710- 0 -- 1.875 �- - .120-j (\ 2.291 .100 oe EXTENDED POCKET PANEL )P,BOTTOM TOP,BOTTOM 27,INTERLOCK.300 28 REINFORCEMENT, REINFORCEMENT AGAL 30 INTERLOCK ADAPTER 31 ADAPTER K C3)ASTRAGAL ADD-ON 33 AND BOTTOM RAL JD STILE J.AND STILE LJ REINFORCEMENT, :INFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT -- 3.326 Imo-3.345 NOTES: --3.452 1.472 -- I i.919 1)SEE SHEET 4 FOR 25 - 3.209 I 3.713 090 SILL RISERS. 125 .060 I 3.345 2-175 .046 1.500 3.247 -� .060 1 i .065 2)SEE SHEET 20 070 1 170-I �- 229 L- I----.g1 g FOR SCREEN PARTS. 35"CORNER 135°CORNER 135°CORNER X 135°CORNER 390°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ,STRAGAL ��PASSIVEMOUNT �7)ASTRAGALCAP, VASTRAGALCAP, UASTRAGAL 40 ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. `` ONY LYNN EXTERIOR INTERIOR EXTERIOR INTERIOR i `�`�'•OCENSF /ll�'� L C' 252 F VINYL SLIDING GLASS DOOR FPA o; 3/24/16 No.58705 IIII1.261 V1.261 EXTRUSIONS - - i m J ROSOWSKI 3O'.� ETA E`P •40�` � 1=1/16" __ > '.,3 ��` '�0RIDP.••' 3EVELED BEAD 83 OGEE BEAD 1070 TECHNOLOGY DRIVE /•..""" �1G\`�� N.VENICE,FL 34275 z pQ %�,,ONALIE� ., ... - - - - __ - - A. I.E. (941)480-1600 u , T.i �� � o p -- LYNN MILLER,P ISGD-5470 8; NTS IN 8 OF 25 � FPA S�D547D.2i�=_ asa�os CERT.OF AUTH.#29296 . �: P.E. i 1 1 1 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO AEAD _JAMB TO HEAD_ CLIP INTO INTO FRAME ATTACHMENTASSEMBLY I 1�—� (4)ANCHOR - -- HE PANEL o JAMB& INSTALL ONE BLOCK AA,11 ° I'I TYPE AS USED STILE SUBSTRATE,SEE OCK [J EACH INTERLOCK. IN INSTALLATION, TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTAL If J I (3)#10 X 1 o ONE BLOCK THAT SPANS BOTH PANELS 931.5"SMS I��� I o t FIXED PANEL CLIP j Q FIXED INSTALL ONE CLIP AT THE { 2 1/4" f o zs PANEL MIDSPAN OF EACH FIXED I ss ( ) CLIP i ' X 2-1/4"SMS PANEL-TO-FRAME JAMB LOCATION. #8X1" C1 I SMS su / } (4)#10 ! / BAR COVER \\\ I \� X 2"SMS sJ z1 �z2 REINF.BAR I I si #8 X 1-1/4"SMS \ ;( i KEEF 1 0� JAMB TO y I it + �. , �p SILL ASSEMBLY LOCKING JAMB I� REINFORCEMENT PLATE_ ATTACH WITH#8 X 1-1/4" i/ 4-PANEL,OSHOW NK 1 I KEEPER is @ 34-1/2"MAX O.C. XXX ° -- \SMS INTERLOCK �� INTERIOR /-0- CLIP COVER \\ INTERLOCK NOTES EXTERIOR \ I 24 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL s4 #10 X 3)SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL FRAME ANCHOR LOCA (2)#10 X 1"SMS VINYL SLIDING GLASS DOOR FPA o 3 THROUGH SUPPORT,( s2 INTO PANEL PANEL ACCESSORIES INSTALLATION om' J ROS 93 #lox ASSEMBLY ® ;E INTERLOCK SILL RETAINER 1-1/2"SMS -- ALL PANEL CORNERS — CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE m m INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. 1-4 C0-16FL034275 CERT.OF AUTH.#29296 SGD-5470jy NTS 19 OF 25 oz FPA-SGD5470. — —__ — - — - -- SCREEN DETAILS: STANDARD SCREEN DETAILS: �3�p 25 n�l 121 i 3 /� Z� _ OR� \5 � 133 729 I I' IS Illy-\ HORIZONTAL SECTION EXAMPLE 130 HORIZONTAL SECTION EXAMPLE \\� 131-_ 33\ 102 111 ` r �ORc)oR(5 ,22 /O�!O (/ I:JE 715 \ o�'� 116' . HORIZONTAL SECTION EXAMPLE 112 _ �` 120 117 104 HORIZONTAL SECTION 102 EXAMPLEr I �� r71_1 1.202-,-�1_� 1.778 1.778 i 935 6 .045-� .875 .875 !+ 1.020 �-.050 -- �-.050 ` r i 7zo SCREEN 121 SCREEN 7z2 SCREEN OXO �S1 FRAME SIDE RAIL, ASTRAGAL 1.993 i, 1.9931.874 RAIL LATCH ADAPTER yl J� L L QA ' 4---.062 -----062 - �- .062 cJ^lBOX SCREEN BOX SCREEN BOX SCREEN 1.435 �- TOP RAIL (°�BOTTOM RAIL 1oz SIDE RAIL � �.725 Ip I U .765 7824 OR V-4--.040 1 !.062 i13 114 1.020 r---- 1.593 1.373 f 12s --1 .I 120 123 SCREEN VINYL 124 FRAME SILL �� R J 1.872 I r -.063 z oR� ow 6 ASTRAGAL JSCREEN 1.833 �J `J ADAPTER ADD-ON Imo; _ �-+-.372 -.062 D BOX BOX BOX SCREEN ul�� 103 7x04 105 SCREEN OSCREEN . OOXID INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER { VERTICAL SECTION ,`�Op1Y.LYNAI EXAMPLE EXAMPLE NOTES: �1GENS �C 1.306 1.487 1)ALL DIMENSIONS IN INCHES. 1 1.343 r -.055 � r mi �; No.58705 1.487 -- VINYL SLIDING GLASS DOOR FPA of 3/24/16 _ 050 - fit 1.510 _ --- ' a- 060... 0 j I SCREEN DETAILS J ROSOWSKI BOX SCREEN BOX SCREEN �BOXSCREENHEAD p - ° - a� �T'•. STATE OF ASTRAGAL ` SILL ADD-ON `sa AND JAMB ADD-ON �o i�S c) ADAPTER 1070 TECHNOLOGY DRIVE � ...... - - �.,S7p 0 N.VENICE,FL 34275NAL1`111 - 7C A NTS�� 5.1,g l FP 0.2 z A.(941)480-1600 i LYNN MILLER,P.E. - SGD 5" 20 OF 2 A-SGD547 CERT.OF AUTH.#29296 yl �i I P.E.a 53705 TABLE C: TABLE D:BOX SCREEN • # Part# Description Material # Part# Description Material # Part# DLwAptlon 1 19001 2-Track-Head/Jamb Rigid PVC 40 19081 90"Comer Astragal Cap-Ext. Rigid PVC 100 12256 Box Screen Top Rail 2 19002 2-Track Sill Rigid PVC 41 19082 90°Comer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bottom Rail 3 19025 3-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-1/2") 6061:M Alum. 102. 12258 Box Screen Side Rail 14 19026 3-Track Sill Rigid PVC 43 19022A Sill Riser-(3-1/2") 6063-T6 Alum. 103 64428 Box Screen intedock i 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/16") 6063.76 Alum. 104 17347A Box Screen Snap-on Bug Fla 6.. 19028 4.-Track Sill Rigid PVC 45 19024A Sill Riser-(4S/8') 6063-T6 Alum. 105 64345 Box Screen OXO Astragal Ac J..._ 7 19009 Frame Screw Cover Rigid PVC 50 718609W .187"x.320"Finseal(Stile) stragal Adapter 106 ox Green A 8. 19031 Anchor Plate 6063-T6 Alum. 51 71695K 1-1/2'x V x 3/4"Fin Seal Dust Plug 107 19039 Box Screen Frame Sill Add-o 9 19007 Track Insert6083 T6 Alum. 52 71696 Dust Plug 108 19038 Box Screen Haad/Jamb Add j - 10 19084 Interlock Cap-Extended Pocket_ _Rigid PVC 60 419041 Interlock Clip Cover PVC 109 72OXlX #14-20 x 1"MS @ Top Rail 11 19036• Bottom Rail Support' 6063-T6 Alum. 61 78153X Tandem Roller Assembly SS 110- 720X112)( #14-20 x 1-1/7MS @ Botton ' 12 19006A Outer Sill Cover 6063-T6 Alum. 62 78153N Tandem Roller Assembly Nylon 111 717936 Wstp,,270"x.IW'-Fin Sea 112 61805K Wst 18T'x.500'@ Bug F f 13 19011 Sill Track Cover_ Rigid PVC 63 78X75FPTX #8 x 3/4'Ph.FH SMS @ Roller 8 Reinf. SS P. 17 19032 P-Hook Adapter 6063-T6 Alum. 64 419042 Frame Header Block Nylon 113 7SRAX HD Roller Standard 18 19020 P-Hook 6063-T6 Alum. 65 48052 Roller Adj.Hole Plug PVC 114 7SRAc d S 19 19047M Extended Keeper 6063-T6 Alum. 66 44385 4 Hole Bumper Stop PVC 115 --ries Screen Locking Herd"vere 20 19029M Keeper 6063-T6 Alum. 67 76X114FP-TX #6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 116419053 Screen Keeper 21 19014 Reinforcement Bar Cover Rigid PVC 68 71696G Sill Plug PVC 117 76X1 PPA #6 x 1"Ph.PH SMS 22 19030 Reinforcement Bar 6005-T5 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 118 1692/34 Screen Spline-.150'&.165' 23 19037M Fixed Panel Clip 6063-T6 Alum. 70 71032X1 FPFX 1032 x V Ph.FH MS @ Lock SS 119 1816=20 Iscreen Cloth 24 19035M Reinforcement Plate 6063-T6 Alum. 71 varies Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile 6005-T5 Alum. 75 Kommeding 4SG TPS Spacer System # Part# Descri 26 19046 Reinforcement Composite 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet t 10 for 120 12033 Screen Frame Rail 27 19018M Interlock.300 Reinforcement,Std. 6005-T5 Alum. 77 Quanex Duraseal Materials 121 12026A Screen Frame-Side R 28 •19013M Intedock.400 Reinforcement,HD 6005-T5 Alum. 78 Cardinal X_Edge Spacer -- 29 19019M Astragal Reinforcement 6005-T5 Alum. 79 Dow Coming 995 or GE-7700 Backbedding Silicone 122 17363 Screen O�Astragal A 123 4853K Screen Vinyl Astragal E 30 19083 1 Extended Pocket Interlock Adaptor 6063-T6 Alum. 82 19044 1-1/16'Beveled Bead Rigid PVC 124 19012B Frame Sill Screen Add- 31 19006 Interlock Adaptor Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 125 6FP95K Bug Flap,85+1-5 dura. 32 19008 Astragal Add-on Rigid PVC 86 71726K Setting Block 1'x 4"x 1/16",85+/-5 duro. Neoprene 126 7SX112PSATS #8 x 1-11T Ph.PH SM: 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 127 712027 Comer Key Wheel Assi 34 19040 Interior Jamb Cover 6063-T6 Alum. 91 78X114PHPT410X #8 x 1-1/4"Ph.PH SMS @ Reinf.Bar SS 128 712027SS Comer Key Wheel Assi 35 19076 135°ComerAstragat 6063-T6'Alum. 92 710X1PHPT18.8X #10 x 1'Ph.PH SMS @ Rail Support SS 129 varies Screen Locking Hardwa 36 19077 135"ComerAstragal Passive Mount 6063-T6 Alum. 93 71OX115PPX #10 x 1-1/2"Ph.PH SMS @ Fxd.Pnl.Clip SS 130 710X34PPSDAX #10 x 3/4"Ph.PH SMS 37 19079 135°Comer Astragal Cap-Ext. Rigid PVC 94 710X2.5PHPT18-8X #10 x 2-1/2'Ph.PH SMS @ Reinf.Piate/Ast. SS 131 7BX12PPSMSX #8 x 112"Ph.PH SMS 38 19080 135°Comer Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4'Ph.PH SMS @ Hdr.Block SS 132 1 1692/3/4 Screen Spline-.145"_ 39 19078 90°Comer Astragal 6063-T6-Alum. 96 710X1.75PPX 1#10 x 13/4'Ph.FH SMS @ Keeper SS 133 1816020 Screen Goth 97 1 710X34PPX 1#10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int. SS r VINYL SLIDING GLASS DOOR FPA 3/24/16 nF PARTS LISTS J ROSOWSKI 1070 TECHNOLOGY DRIVE NOTES: N.VENICE,FL 34275 W rc� 1)ITEMS#14-16,46-49,53759,72-74,80,81,84,85,87-89,98 8 99 ARE NOT (941)-480-1600 _ - USEDANDARENOT I}i„RTCF-THIS-APPRQVAL. ... -- GGD- 5 FPA-SGD5470.2a CERT.OF AUTH.#29296 54/0 NTS 21 OF 2 ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHEN INSTALLED WITH FRAME FIN ADDON @ HEAD AND JAMB (SHEETS 22-25) THIEVE PROPER ANCHOR DGE DISTANCE,THE -OWING SHEETS(22-25) TYP.ANCHOR TYPE,EMBEDMENT )W ANCHOR PATTERNS SUBSTRATE AND EDGE DISTANCE PER T MUST BE USED WHEN EMBEDMENT EDGE SUBSTRATE,SEE TABLE A,SHEET 1. THE FRAME FIN ADDON. I ��- 1/4"MAX. DISTANCE TYP.ANCHOR TYPE,EMBEDMENT 0 p AND EDGE DISTANCE PERr// ss SUBSTRATE,SEE TABLE A, EMBEDMENT EXTERIOR SHEET 1. - TYP.ANCHOR TYPE, S EMBEDMENT AND EDGE DISTANCE PER AILS APPLY TO 2,3 SUBST 1/4"MAX' R SEE TABLE A,SHEET 1RATE, TRACK EDGE e e IGURATIONS. DISTANCE q o 1/4"MAX. -ER TO TABLE A ANCHOR d EXTERIOR TRAINTS. SUBSTRATE ss a EMBEDMENT -ANCHORAGE 7 EXTERIOR Q -. FEDGE SUBSTRATE FIN ADDON IS _ DET 2-TRACK FRAME y E" ^�w�� ANGED FROM THE RAME DET 2-TRACK FRAME E3 HEAD ANCHORAGE DETAIL ORAGE. A2 JAMB ANCHORAGE DETAIL_ j' `DET 2-TRACK FRAME F3 SILL ANCHORAGE DETAIL ANCHORS LAYOUT(USING FRAME FIN ADDON): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: NATES' M-1-JA r 2.375" N N Nr N X4.75" 1)STANDARD ANCHOR LOCATIONS SHOWN.FOR 3 AND { 4-TRACK JAMBS,ANCHORS IN THE INTERIOR TRACK MAY BE LOCATED IN THE ADJACENT TRACK AS REQUIRED TO MEET 21.6" 21.6" MIN.EDGE DISTANCE 1AX. MAX. MAX. Head/Sill C3+1 CONSTRAINTS FROM THE C EXTERIOR O.C. EXTERIOR O C. EXTERIOR Jamb (5) INTERIOR. P-hOok 7 `���Illrrlrrrr �•``�` NY•LYAw I I � P�..• VGEMSF''•��� �_ 6 6" $� VINYL SLIDING GLASS DOOR FPA g 3/24/16 �t;' No.58705L_:*� MAX. MAX. ANCHOR LOCATIONS A &I J ROSOWSKI nNT, 2-TRACKFRAME 3-TRACK FRAME 4-TRACK FRAME t a -O ST n JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS 1070 TECHNOLOGY DRIVE — e %,mss -c�ORIDP.-. N.VENICE,FL 34275 a za ' � S/ONAL�EN ``� (941)-480-1600 SGD 5470 .NTS 22 OF 25 1 g b FPA-SGD5470.2 A.LYNN MILLER.P.E. " CE .RTOF AUtH.#2929fi o c P.E.#58705 - -- — — i i " I I i HEAD CLUSTER ANCHORS LAYOUT(USING FRAME FIN.ADDON): HEAD "+" INTERMEDIATE ANCHORS LAYOUT(USING FRAME FIN ADDON' ASTRAGAL OR ASTRAGAL OR I PANEL_ INTERLOCK INTERLOCK PANEL CENTERLINE III! CENTERLINE CENTERLINE CENTERLINE I •EXTERIOR C2C:K,:�- 4"�- EXTERIOR 4" EXTERIOR EXTERIOR 4" EXTERI _ I LUSTER"C3" -• - .. 2-TRACK CLUSTER"C5" .. 2-T CK INTERMEDIATE - 2-TRACK INTERMEDIATE LOCATIONS .. -ANCHOR LOCATIONS •"+1"ANCHOR LOCATION' '+2•ANCHOR LOCATIONS f ASTRAGAL OR ASTRAGAL OR INTERLOCK 4" INTERLOCK 4" PANEL - PANEL - -4' CENTERLINE CENTERLINE CENTERLINE CENTERLINE I I - E I EXTERIOR3.22 EXTERIOR -y+ 3.22" EXTERIOR EXTERIOR 3.22" E)(TER S 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK CLUSTER"C3• �L 3-TRACK CLUSTER"C5" �/ "+I"ANCHOR LOCATION "+2"ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCKINTERLOCK- 4.. CENTERLINE CENTERLINE CENTERLINE 4 CENTERLINE _ O R I - I .. EXTERIOR 3.22" EXT�IE�IRyIOR 3.22 EXTERIOR EXTCK INTERMEDIATECEnR7IOR EXTER v 4-TRACK CLUSTER v 4-TRACK CLUSTER sl"ANCH R LOCATION 4 THAN ACK NCHOR LOCATIONS NTERMEDIATE +2" . 'C3'ANCHOR LOCATIONS 'C5"ANCHOR LOCATIONS NOTES:. ' FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN AF INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2-375": 2.375" Head/Sill 1 Jamb 5 FIGURES PERTAIN TO THE FOLLOWING HEAD CLUSTER ANCHOR LOCATIONS: P-hook 7 VINYL SLIDING GLASS.DOOR FPA 3/24/16 0 - ANCHOR LOCATIONS BJ ROSOWSKI HeadlSill C3 1 1070 TECHNOLOGY DRIVE N N I Jamb 5 N.VENICE,FL 34275 L P-hook 7.. (941)-480-1600CT#296 8SG - 7 N FPA-SGD5470.21z - ER .OF AU D 5d 0 I TS 23 OF 25 90° CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): HEAD 135° CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): Fay OWINGR35'COR ER HEAD ANCHOR LOCATIONS: .135° i 4" 4„ 4" 4" / 4, F�]�(�' 4" 4" HeadlS)II C 1 ` C Jamb 5 EEELLL EXTERIOR EXTERIOR P-hook 7 EXTERIOR EXTERIOR any any 2-TRACK 90°CORNER 2-TRACK 90°CORNER 2-TRACK 135°CORNER 2-TRACK 135°CORNER `C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) i 4-0 4., 4 >4' PEE'RI�OR 3.22" 3.22" 3'22"EXTERIOR 3'22 EXTERIOR 3-TRACK 135°CORNER 3-TRACK 135°CORNER 3-TRACK 90°CORNER n 3-TRACK 90"CORNER n 'CW ANCHOR LOCATIONS "CW ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS V "C6"ANCHOR LOCATIONS v (USE WHERE"C3°IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) (USE WHERE`C3'IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) i 4" 4" 0�1Y LYN/(, 4" 4„ P���•' �tGENgF ��(�� No.58705 ' E G 4„ 4 R E 3 `srA 6 Fb V g EXTERIOR EXTERIOR T (V� A �i •'•'40RIOP..•'G -` 4-TRACK 135°CORNER v 4-TRACK 135"CORNER �i ss �� EXTERIOR °C4"ANCHOR LOCATIONS (USE CSLSSPEIOONSED �''���tiAL O�`� , 4-TRACK 90°CORNER EXTERIOR 4-TRACK 90°CORNER (USE WHERE-C3-IS SPECIFIED) ( ) 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) A.LYNN MILLER,P.E. P.E.#58705 NOTES: RTAIN TO THE FOLLOWING 90'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. y`\ HEAD ANCHOR LOCATIONS: 1�, \ AVINYL SLIDING GLASS DOOR FPA 3/24/16 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE DTSIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Xj ANCHOR LOCATIONS Cm J ROSOWSKI Head/SIII 1 ® ^ Jamb 5 3)TRACK-TO-TRACK P-hook 7 DISTANCE IS 2.375": 2.375" 1070 TECHNOLOGY DRIVE a H� N.VENICE,FL 34275 e$ _ (941)-480-1600 CERT.OFAUTH.#29296 SGD-5470111.NTS1�1 24 OF 25 FPA-SGD5470.2 a I I I HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL(USING FRAME FIN ADDON): i SPLICE SPLICE LOCATION . J LOCATION 2" 2" EXTERIOR 4�� EXTERIOR' -4" - - I '- 2-TRACK SPLICE - �j' 2-TRACK SPLICE 'C4'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS I (USE WHERE'C3"IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) f SPLICE SPLICE LOCATION- -• 4" - LOCATION - - 41- EXTERIOR 3 22" EXTERIOR 3-22" 3-TRACK SPLICE �n7 3-TRACK SPLICE 1.625 "C4'ANCHOR LOCATIONS " "ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CS-IS SPECIFIED) 875 .125 SPLICE r 4.75" SPLICE FRAME FIN-ADDON :LOCATION: I LOCATION 4" 99 ALUMINUM 6063-T6 PART#19033 000G Xc EXTERIOR 4" EXTERIOR3.22" 4-TRACK SPLICE 4-TRACK SPLICE 'C4"ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS �, I (USE WHERE'C3"IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) \v' NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAIN TO THE FOLLOW NGSPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. . 3)TRACK-TO-TRACK _, A VINYL SLIDING GL DISTANCE IS 2.375": 2.375" ANCHOR LOCATIO 1070 TECHNOLOGY DRIVE N — Head/Sill C3 1 N.VENICE,FL 34275 Jamb 5 (941)-480-1600 P-hook .. 7 :.,:.... . :.. SGD-5470 NTS CERT.OF AUTH.#29296 _,_xy�ds �a.=s.....a.,�.�..;_..,_..�..,.�.,�s:-.'-sa..._v ..tea£: a,,..,:�w 4� �i�ez. t{ �C��� ��� �v•`.-�•3 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map r Links Search wn IPSroductER:Public UsApprovaler alk,� pr �+ Product AD-al Menu>Product or Application Search>Application Lis[>Application Detail Ly r FL# FL17234-R3 Application Type 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 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cvys.cc Category /"Windows Subcategory r. Single Hung a Compliance Method .;;>_.-.Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE I Validation Checklist Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Certified By Product Approval"^cthod Method 1 Option A Date Submitted 02/29/2016 Date Validated 02/29/2016 Date Pending FBC Approval Date Approved 03/03/2016 i Summary of Products FIL# Model,Number or Name Description 7234.1 SH-610 Vinyl'Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76" _.i of Use Certification Agency Certificate Approved for use in HVHZ:No FL17234 R3 C CAC CAR 138-1305. df Approved for use outside HVHZ:Yes FL17234 R3 C CAC CAR138-1306pdf Impact Resistant:No 1`67234 R3R3 C CACCAC CAR 138 1379. dfdf Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other:SH-610 Equal Split or Oriel,Max.size 53 1/8"x 76", 08/15/2018 Fin,Flange,DP+50/-50 PSF.Glass complies with ASTM Installation Instructions E1300-04. FL17234_._R3_.. as AII CWS-935C -61.0,_NI,),pdf Verified By:Luc .Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17234_R3AE EvalRep,_CWS-935C fSH=610 Nl�,pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: r,;rcdif Card Sate f I GENERAL NOTES: SINGLE HUNG - NON-IMPACT 1 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AN[ (SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDF BUILDING CODE(FBC),CURRENT EDITION. I i - 2.GLAZING OPTIONS:(SEE SHEET 3) 3.CONFIGURATIONS:"O/X". 54 3/8" 54 3/8" FLANGE WIDTH FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): I 53 116" 531/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED F 1 MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. j 49 1116" 491/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PI GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GL, TABLES ASTM E-1300-04. A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HA i BEEN USED IN THE DESIGN OF THIS PRODUCT.S SHEET 7 FOR ANCHOR DETAILS. D R FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR I I 77 1/4' 771/4" CALCULATIONS. FLANGE FLANGE HEIGHT HEIGHT � I i 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPAi PROTECTIVE SYSTEM IS REQUIRED IN WIND BOR B I B O 423116" DEBRIS REGION. 76" I GLASS DLO ! MAX 34 5/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL HUNITEIGHT C / GLASS DLO 76" SEAM SEALANT USED AT FIXED MEETING RAIL A� MAX UNIT 8.SERIES/MODEL DESIGNATION SH-610. HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLI X=OPERABLE SASH,O=FIXED SASH pF I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIOI` MAX X I 7 I SIMILAR LOCATION. 30 27 3/16" SASH MAXGLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED! I I I � ' ` HEIGHT I 345116" SASH I BOTH ENDS. LL D GLASS DLO HEIGHT Lucas A. A - II 2016-024 7 D I I 09:29-05:1 ! C �J GLASSSS DLO I 4915/16" —� A MAX SASH WIDTH 47" GLASS DLO ORIEL 4915/16" AX SASH WIDTH EQUA SL PLIT I TABLE OF CONTENTS CONFIG: . MAX. UNIT EXTERNAL DESIGN PRESSURE RATING IMPACT RATING SIZE REINFORCEMENT I GENERAL NOTES&ELEVATIONS.....1 DP CHARTS..........................:...............2 EQUAL 37" x 76" NONE GLAZING DETAILS...............................3 SEE COMPARATIVE SECTION VIEWS..................................4 EQUAL „ NONE ANCHOR 3CHEDUO . &.NOTES..........5 5 HI ORIEL 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 IN$TALLA710N DETAIL.......................7 •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D �� .x� Unit Widths(in.) ��p��® �17 � n.) 23 1/2 27 1/2_) 29 1/2 31 1/2 X 35 1/2 1 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW"SYSTEM �� +50.0/-75.0 +50.0/.75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75. +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE. OCALA+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50:0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 www. FLORIDA 34474 W W W.CWS.CC +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 610 PVC +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 + 0.0-75.0 +SO.O/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-68.9 +50.0/-66.2 SINGLE HUNG +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.Q +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 +50.0/-75.0 +500/,75.0 +S00/-75.0' +50.0/-75.0 +50.0-75.0 +50:0/75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +5D.0/-63.6 +50.0/-61.0 NON-IMPACT +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0%62.1 +50.0/-59.5 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 �2 `,2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 o r r +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 o r o CD i +50.0/-69.8 +S0.0-65.6 +50.0/-64.4 +50.0/-63.7 +50.0-63.4 1 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 Y Y Y +50.0/-64.0 +50.0/-59.7. +50.0/-58.3 +50.0/-57.3 (+50.0/-56.5 +50.0/-56:5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 w w w m +50.0/-59.9 +50.0-/-55-6 +50.0/-54.1 +50.0/-53.0 _+T0707-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +S0.0/-51.7 +50.0/-50.4 Z +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0' +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 m 0 1 a0 Nizi> J 01W w d Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed o I- v Unit Widths(in.) US o W a w l 1.) 23 1/2 1 27 1/2 1 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 < Z ¢(O' 0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 z+50.0/-75.0 +50.0/-75.0 +50. U +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.02 +50.0/-71.3 %N< I,.p10RE1V'T +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +S0.0/-64.6 y v:• No 58201 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 9% STATE OF +S0.0/-60.3. +50.0/:58.9. +50.0/=58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-5S.6 +50.0/-53.6, +50.0/-51.6 +50.0/-51:3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0. ''� R��'�N +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ,�S r ON j11� +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-S0.0 +50.0/-50.0 +50.0/-S2.5 +50.0/-50.4 +50.0/-S0.0' +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 L+50.0/-50.0[+50.0/-50.0 50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 2/23/2016 +50.0/-52.5 +50.0/=50.4 '+50:0/=50:0 +50.0/-50.0 0/-50.050.0/-50.0 '+50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TU RN ER,P.E. 01 +50.0/-525 +50.0/-50.4 +50.0/-50.0 +50.0/-S0.0 0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 39 A #RA AVE.1239 JABARA A NORTH PORT,FL 34288 PH.941-380-1574 I SHEET DESCRIPTION: j DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 DWG 4: REV.:_ CWS-935 C ,IT ENDED iS NOT SHOWN,USE NEXT LARGER SIZE. SCALE., SHEET 1:1 201`7 _ ti I I i 1 i I i I I I 7/8" OVERALL 7/8"OVERALL 7/8"OVERALL 7/8" OVER/ --1/8.1-ANNEALED -1/8" ___ -3/-16"ANNEALED------- ___ ___ __ __ ---3416-TEMP 5/8" AIRSPACE 5/8"AIRSPACE 1/2" AIRSPACE 1/2"AIR SP 1/8" ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMP I SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLE 46 PURFECT GLAZE"H.. 46 SIKAFLEX 552 OR 46 PURFECT GLAZE"H" 46 PURFEC PURFECT GLAZE"H" 5/8" GLASS BITE 5/8" GLASS BITE 5/8" GLASS BITE 5/8"GLi L 1544 i GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D I i I INTERIOR �(5(�t�J(�®�• WWDOW SYSTEMS _I 1900 SW 44TH AVE. 2 14 4 1 9 32 13 2 OCALA,FLORIDA 34474 www.cws.cc ' O o 0 34 610 PVC SINGLE HUNG .. NON-IMPACT Vr9 rQ. ❑ o r o;i! B y B 35 33 37 10• Y Y Y SECTION B-B w w w m U) NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, J m 0 RIGHT SIDE SHOWS SASH SECTION VIEW. c/) LI 49 48 ..'>: N Z1 W 27 26 32 w¢ a a / C o ) a 3 0 W Lu B 17 -- Q Z 7) O 17 17 . 24 INTERIOR as 4 F,� i z; : 'r � ♦tiq�nuetbr 30 n D-- 7 43 y `t<<���p1DRE1y Tjrtri 32•.. _. - ,♦`,J0�5 No r) r3 (2'0',, 33 58201 ��S STATE OF O 35 ❑�� 44 rr3 OfVA', 2 u E•: n j 2/23/201632 j 7 - 2 1s as LUCASR;P.E. SECTION D-D FL PE#58201 ❑e a r'% 11 47 z..a DEEP POCKET UNI-FRAME 1239 JABARA AVE. 17 1—�❑ NORTH PORT,FL 34288 g � � 2 PH.941-380-1574 !g LF___) SHEET DESCRIPTION: NOTES: u n FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS AND STANDARD FRAME TYPES. SECTION A-A SECTION C-C 880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BY: DATE: ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14 AND UNI-FRAME SHOWN IN SECTION B-B) DWG#: REV.: EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C FIXED,MEETING RAIL AND SCREW-ON INTERLOCK_, SCALE: SHEET:. AS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 OF 7 i s ITEM PART DESCRIPTION MATERIAL VENDOR 37/16" 31/2"- -1 FRAME CORNER CC 1 H-6125 HEAD,OUTERFRAME PVC ATN 2 H-6125 JAMBS,OUTERFRAME PVC ATN 3 9/16" 3 H-6126 SILL,OUTERFRAME PVC ATN � �. 1 2 � P1 j 4 H-6132SASH SIDERAI L PVC ATN 21!16" _❑��.. 23/8 w I 5 H-6136 SASH BOTTOM RAIL PVC ATN 1/16 1/16" 6 .H-6137 FIXED MEETING RAIL PVC ATN 1/16" sns•• � 37/s" L // IREINF.SSR HD 7 H-6138 SASH TOP RAIL PVC ATN LrT p ILLL���� S-2006 0 CORNER WELD(F i 8 5-6141 GLAZING BEAD PVC ATN p 1:9 9 S-6142 SASH STOP PVC ATN 10 S-6143 SCREEN ADAPTOR PVC ATN 3/��{-� 20 ( 11 P-5085 WSTP,QLON BULB VINYL AMESBURY 13%16" I 12 P.-5086 WSTP,QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13 BALANCERS-CONSTANT FORCE RT 562 CALDW ELL H_-6.1.2_5 PVC FRAME SILL .050 f14 P-5392 SASH TI LT LATCH NYLON CALDWELL H 6126 INTERLOCK 15 P-5393 PIVOT CARRIER NYLON CALDWELL S-2001 BAR 55 CALDWELL 17 P-3515#8 xx PIVOT /8 PHIL FLAT WHITE SMS STEEL FAST NAL 5/16" � 3[4" _ 5/16" 1 3/8'_ - 8 FIXED MEETII` 18 P-4146 #8X3/4 PHIL FLATtek STEEL FASTENAL T— 10 SCREWEDTOGE' 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 15/I16" 050" 9 5/$ 1/16 OUTERFR, 20 5-2001 INTERLOCK RAIL ALUM ASCEND 1 074" 1'a 21 S-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR 22 S-2007 REINF,BOTTOM RAIL ALUM ASCEND S-6141 S-6138 S-6143 23 S-2008 REINF,FMR 'ALUM ASCEND 24 S-2009 REINF,TOP RAIL ALUM ASCEND 21/6„ 17/16" 111/16"--j 25 5-2011 REINF,EXTERNAL ALUM ASCEND 1 7/16' -- 26 P-5388 LOCKS NYLON LAWRENCE 4 6 27 P-5389 KEEPERS NYLON LAWRENCE 5 28 P-4779 WEEP COVER NYLON M&M 1 7/16" 1 7/16" 1 7/8' 1/16" 1 7/16" 1/16" I 29 P-5397 FMR ENDCAP NYLON M&ML E3 L 30 P-5400 COVER,FMR REINF. PVC TEAM PLASTICS 31 HOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RI 32 P-3305 WSTP.,.270 X 187,SOFT TOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 33 P-5425 WSTP,.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB 34 P-5390 HOLE PLUG NYLON 1 5/16" 35 GLASS SEESHEET2 13/16 9/16" 13/16"-� 3/8"-'-' 9/16" 9/16" r 2 36 P-4638 #8 X 2-1/2 PHILTRUSStek STEEL FASTENAL � 23 24 1/ 37 P-3218 SCREEN FRAME ALUM FLASCREEN 22. 1- L 7/8" 38 P-4754 SCREEN CORNER KEY NYLON FLASCREEN 1/16" 1/16" '1/16" 39 P-3228 SCREEN SPLINE DAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERN/ 40 P-3029 SCREEN UFTS SUMMIT S-2007 S-2008 S-2009 S-2011 41 P-3033 SCREEN SPRINGS FLA SCREEN 42 BALANCERS-CONSTANT FORCE RT 880 3 7/16" 1 11/16" 43 H-6157 HD FIXED MEETING RAIL PVC VISION 44 H-6193 UNI-FRAME,880 BALANCERS PVC VISION —113/16'• D 15/16"-1 45 H-2115 REINF,HD FMR ALUM KEYMARK a 44 46 5-6216 UNI-FRAME SILL POCKET INSERT PVC VISION P 1/16• 46 2 1/8 43 45 47 S-6217 UNI-FRAME SCREEN RETAINER PVC VISION c 1/16" 1 1/,$ 1/16" 48 P-3783 LOCKS,IMPACT STEEL INTERLOCK 39/16 LpQ❑a1/16 49 P-3784 KEEPERS,IMPACT STEEL INTERLOCK 1/16 PVC SILL POCKET INSERT REINF.HD FMR o S-6216 PVC HD FMR H-2115 € H-6157 6005A-T5 5!8"�----�{ PVC FRAME LIh,,/47 � H-6193 71,6' lam—1/16" NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER S-6217 MIDPOINT Oa WIDTHS OVER 37" WINDOW SYSTEMS 1900 SW 44TH AVE. 6" MAX.(TYP.) 4" MAX.(TYP.)- B" MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6" MAX.(TYP.) r SEE NOTE 2 4" MAX.(TYP.)� SEE NOTE 2 WWW.CWS.CC T 610 PVC SINGLE HUNG NON-IMPACT MAX.O.C. O (TYP.) O 141/2" MAX.O.C. r r (TYPO1 N N CJI¢ Y Y Y 2 2 :2 / INSTALLATION / W W W m � 3" TYP.) ANCHORS(TYP.) o Z ( .� 07 O LL 3" (TYP.) J �I X �( � Jcc0 INSTALLATION w a I-j ANCHORS(TYP.) 0 - o a' � U LU � o w 4 i 4 i < zm - - - ¢ O:I I v m � I ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `ttp►r"�}r�4 (NO SILL ANCHORS REQUIRED) 16 El -s' 5v_0 �2� 58201 I O; STATE OF I DNE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. e'jsSfONA REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE JCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/23/2016 j LUCAS A.TURNER,P.E. 3LLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 -CTED TO PREVENT REACTION. 1239 JABARA AVE. TION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 D IN TABLE 1,SHEET 7. PH.941-380-.1574 SHEET DESCRIPTION: EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND NOTES M CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: I MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/09/14 TES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: MD FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C ,AA 100(FIN.W.INDOWS),.FMAJAAMA 200(FLANGE•WINDOWS), FMAANDMA 250(BOXWINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) _„ SCALE: SHEET 1:20 6 OF 7 I MIN.EMBEDMENT SUBSTRATE TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS SEE TABLE 1 -I- 4 MIN.EDGE DIST. 1/4" MAX.SHIM MIN.EDGE DIST. SUBSTR, SEE TABLE 1 SEE TABLE 1 BY OTHE ' SEE TAB SUBSTRATE BY OTHERS o 1/4" MAX.SHIM 1 SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 l) MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER SEE TABLE 1 INSIDE AND OUT p 0 ba E❑ MIN. EMI SEALANT BEHIND a SEE TAB � FLANGE BY INSTALLER 1/4" MAX.SHIM �❑ PERIMETE q PERIMETER SEALANT �ppe BY INSTAL BYINSTALLER INSIDE AN I �INSIDE AND OUT INSTALLA SEALANT BEHINDSEE TABL {( FLANGE BY INSTALLER1 _ SEALANT INSTALLATION ANCHOR B 1 HORIZONTAL SECTION FIN BY IN: SEE TABLE 1 ` HORIZONTAL SECTION �` --- i 7 TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSI { CONTINUOUS DBL 1/4"BEAD OF SEALANT AROUND PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER 1 SEALANT BEHIND /4" MAX.SHIM FLANGE BY INSTALLER p p I PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 A VERTICAL SECTION TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED I ooaTABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON V 1-1/8" j FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER INSIDE AND OUT FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" / D HORIZONTAL SECTION FLANGE 2X MIN.SOUTHERN PINEG=0.55 3/16"ITW TAPCON 1-3/8" 7/8" 7 BOX FRAME INSTALLATION PINE(G=0.55) OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INST FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE(0.060")MIN:STEEL STUD #10-16 HILT[KWIK-FLEX OR rM FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAI FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD FLANGE 1/8"STEEL 33 KSI MIN. DRILLING SCREW THRU.0.125" 7/16" MIN.1/4"FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS ( ) INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW f 1=1%2'`'" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENT SHOWN FOR FLANGE WINDOWS. NOTE:UNIF-FRAME OPTIONS NOT SHOWN.