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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date:((P\ Permit Number: Building Permit Application JUN 2 8 2016 Planning and Development Services PER.MITTENG Building and Code Regulation Division St. Lucie Ccuni= 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IM.'PROVE'MENT:LOCATION:,' Address: c-vP- Legal Description: Mu� 'C'p NV,�v�t' C �ACJ Property Tax ID#:��5-F /)(Yll- C)00()3 (Y)a 5 Lot No. Site Plan Name: C-,C\n 2N C) Block No. Project Name: Q-�- Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF,WORK. L—,G q0 5,1ge C- CONSTRUCTION INFORMATION:-, , Additional work to be nertormed under this permit-clelln apply: 0HVAC Gas Tank [:]Gas Piping Shutters 0�)ndows� /Doors 11 Electric Plumbing OSprinklers Elenerator 11 Roof Total Sq. Ft of Construction: Sq. Ft.of First Floor: 11) Cost of Construction:$ oow Utilities:E1Sewer F ]Septic Building Height: OWNERAESSE'E: CONTRACTOR: Name -VName: V \,I 'P " Addre, vq-�--Ic)' 7S-c,,Company: r-c- City:14AM NX-11 State:ll- Add ss: Zip Codelzms!�0 -�Fax: City:- \Jj� State:_ Phone No. Zip Code:3H9-ITFax: fY\cL.kAX-V\ Phone No.-1-1,9V � ,,?�;N P\ne)Ct� Fill in fee simple Title Holder on next pa (Of different E-Mail:' , -Co- from the Owner listed above) State o-r-&-u3nty License: \CW) IJ If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPL.EIVIENTAL,CONSTRUCTIOU LIEN.LAW INFORMATION DESIGNER/ENGINEER: t Applicable MORTGAGE COMPANY: _VN91 Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: of Applicable BONDING COMPANY: t Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws dr and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. s _Signature of Owner/Lessee/Agent Signature of Contractor/Lice-Rtkicilder STATE OF FLORIDA I� STATE OF FLORIDA COUNTY OF JOE COUNTY OF "� loll fly The f oing instru t w acknowledg ' before me The f Ing instr a pt vias acknowledge before me this day of 20UP by this day of jTi 20 by 0 Iv ; (Name fpr o acknowledging) (Name of p so c owledging) (Signature of Notary Public- Florida) (Signature of Notary Pu lic-S of Florida) Personally Known V P 4,§d Ide on Personally Known •P a entification Type of Identification Prod c" 4= F Type of Identification Pro Commission No. g80j53 kjNe �Ss�oa tiomission No. ,gam F C( an'R/ ,v sow Revised 07/15/2014 � .,Ole��s REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X WOODBUICKSTRIP,SHEET , EMBEDMENT SEE NOTE 2,THIS SHEET � INSTALLATION 1/4'MAX TYPEE EMBEDMENT y( I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE y EDGE DISTANCE PER SUBSTRATE, PRODUCI'REVISED S DISTANCE os complyingwith the Florida EDGER' SEE TABLE 9,THIS SHEET Ttnilding cceCoda DISTANCE Aptance No 15-0529.2(- iration Dale �p �1/4'MAX 2 I SHIM L3Y 2 ttitio Dndc Product ntr 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE ¢ NO CHANGE THIS SHEET 11 DISTANCE PER SUB STRATE• 11 DATE:MUM SEE TABLE 9,THIS SHEET EXTERIOR m USED AT CURVED EXTERIOR 29 FRAME (a} MEMBERS ONLY I V 11-T/S'O.C.MAX VISIBLE LIGHT WIDTH CONCRE7EfCMUyy1NO0W BUCK WIDTH-2-W 4' ---•ll 5 m PERANCHORo: � WINDOW BUCK WIDTH REQUIREMENT CONCRETEICMU Q WINDOW PERANCHOR BUCK HORIZONTAL SECTION C-C REQUIREMENT a nab HEIGHT 114'MAX.SHIk9 --►-I Imo- >- N o IION 1112 STEEL O'A W N SELF-DRILLING SMS —1_j 0)J oo z 'r8 n VISIBLE (G5),SEE TABLE 9. LIGHT THIS SHEET TABLE 9: z LL LL cD W umc+0 HEIGHT= ` Anchor Min.Edge Max O•C. U W X fn po' p Substrata Min.Embedment U WINDOW 'Mz Distance SPaC1ng W Z O 0 O 'aN BUCK P.,Southern Pine8' 318' 1 o Ut m y U` 9M0 HEIGHT- 012 or#14 410 SS Screw Aluminum 606375 mtn- 8' o Z D.Z _O o 2314• INSTALLATION A38 Steel 3I6' e.o63•• 1 TYPE H steel stud Or.33 mh-. 318• 0.045' 18 Ga 12' f" Z LL P.T.Southern Pine(SG-0.55) 9116' 1318' 1' O Aluminum,606375 min. 318' 0.W3'• 12' fa- ~ EXTERIOR #12 or#14 Steel Screw(G5) J A38 Sloel 3/B• 5(16• 12• m CO) as Steel Slud Gr.33 min. 318' 0.045 18 Ga)' R12 ® z 1 4S U4`410 SS CreteFlex U muted CMU,(ASTM C90) 2-112' 1-1/4•MIAMI-DADE APPROVED MULLION Concrete(min.3.35 ksi) i` 1314' O21 (SEE SEPERATE NDA),ALUMINUM. Concrete(Mn.2.85 Ksq 1' 1-314'STEEL FRAMING OR STEEL STUD.B Concrete(min.2.85 keU 2-1/YU1SEE SUBSTRATE PROPERTIES, 1/4'Steel Uilrecon Ungrouted CMU,(ASTM G90) 2-112' 1-1/4' ON NTABLE 9,THIS SHEET5 Grouted CMU, ASTM C-90 2.112' 1: ¢ t•oP 1/4"MAX SHIM 5f18'Steel Ulhaeon �^erete(min.3.5 keI) 1-i/4' 1-314' w W OGrouted CMU ASTM G80 2-117 1314' O W a(L —7- •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, EL •ossa souaS } 1X WOOD SUCKSTRIP, \1 I SEE NOTE 2,THIS SHEET \��� y'(LYNN ' � QtJ.•' 410ENSF•.•`F��� i CONCRETE PER EMBEDMENT.• ANCHOR INSTALLATION NOTES: �•�. REQUIREMENT _ No.58705 ')r 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. t55 INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1f2•.1X WOOD BUCKS ARETYPE F EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-WARE 1-112"THICK OR GREATER. �U I'�— DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR APPROVED BY AUTHORITY HAVING �'•, p SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. i S VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �//�NAI1 t``", ` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.Eft68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE INSTALLATION DISTANCE DISTANCE 114'MAX EDGE DISTANCE --� SHIM TYPE I O ZX WOOD BUCKSTRIP pRODUCTREVISED 2X WOOD BUCKS7RIP OR FRAMING,SEE as Building Code ilh the Fladde OR FRAMING,SEE NOTE 2,THIS SHEET Duitding Coda NOTE 2,THIS SHEET Acceptance No ! Imtlon Data 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 S SEE TABLE I0,THIS SHEET M [hd°pr°duct Ql�1 EMBEDMENT Q NO CHANGE THIS SHEET T EMBEDMEN 11 3 z DATE'07107J15 m USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY v @ 11-71W O.C.MAX. 11 EXTERIOR Y Q WINDOW I 4 11 V � '�aa BUCK I VISIBLE LIGHT WIDTH= 5 O HEIGHT IWINDOW BUCK WIDTH-2-14' y o 114°MAX.SHIM WINDOW BUCK WIDTH (}9� N e� a o 0 oa co W N VISIBLE INSTALLATION HORIZONTAL SECTION E—E z LL �LL C, w a � LIGHT TYPE L U U X d 93 HEIGHT= W Z a00 O aD L9 0,a WINDOW BUCK 910 STEEL � O Y ,a Z p HEIGHT- SELF•DRILLINGSMS Z D.z ! O 2-3/4' (G5),SEE TABLE 10, THIS SHEET O TABLE 10: Min.Edge Max.O.C. co Anchor Substrate Distance Spacing o F 2-112'x.113•Box Nal P.T.Southam Pine G--0. 5118 5" ® �, N t�vs 2-1/2"x.131"Common Nall P.T.Southam Pine SG�.55) 318" 5° Z O F 2-112'x.149'Rootin Nall P.T.Southem Pine SG=0.55 318 5" 3O F- Z 21 V.1.Southern Pine 3G--0.55 112' 5' Q J ,)a s 6 2X WOOD BUCKSTRIP EXTERIOR 0.083"Aluminum,fi0( T5 ran. 5116" 5' u. Z OR FRAMING,SEE #10 x 1'Steel Screw° 1116°A36 Steel 5110' S O ~ 00 NOTE 2,THIS SHEET 5 0.045' 18 Ga Steel Stud Gr.33 5118' 5" ~ O Z n°Q �1/4"MAX SHIM MIAMI-DADE APPROVED MULLION X_ _Z a 0. (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, Lapt •osep saua5 INSTALLATION TABLE 10,THIS SHEET ��tt tt l 1 i 11 j 1 j/7 TYPE JED EDGE DISTANCE `\ �OC1`tG PN IVq!/e" INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �r' No.58705 '>r �— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112'THICK OR GREATER IS INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING S OF !L VERTICAL SECTION F-F JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 7711/1111111 t° 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.0 58706 2X WOOD BUCKSTRIP EDGE OR FRAMING SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE INSTALLATION TYPE M NOTE 2,THIS IS FOR THIS INSTALLATION TYPE N EMBEDMENT M METHOD ONLY, FOR THIS INSTALLATION9 ANCHORS MAYBE NO * METHOD ONLY, 1/4MAIC0 MORE THAN W ANCHORS MAYBE NO EMBEDMENT SHIM • IX WOOD BUCKSTRIP,SEE PRODUCIrREVISED MORE THAN 9'O.C. NOTE 2.THIS SHEET cooVlyin with the F1011da 2X WOOD BUCKSTRtP OR FRAMING,SEE a ceding CO Acceptance _216. --LIWMAX TYP.ANCHOR TYPE.EMBEDMENT AND Wig NOTE 2.THIS SHEET 3 SHIM EDGE DISTANCE PER SUBSTRATE, ily 4 SEE TABLE 11,THIS SHEET t4l Oct Control TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, < NO CHANGE THIS SHEET 11 SEE TABLE 11.THIS SHEET 3 i �j'*_ t DATE:07102fl 5 EDGE USED AT CURVED DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY EDGE 11-7/8'O.C.MAX DISTANCE u T-::CRETEICMU It PERANCHOR CONCRETEICMU < WIN OW REQUIREMENT \I11 LV PER ANCHOR BUCK I L VISIBLE LIGHT WIDTH= 5 REQUIREMENT HEIGHT 1/4'MAX.SHIM WINDOW BUCK WIDTH-2-3W 0 0 - EXTERIOR > 11) WINDOW BUICKWIDTH - 't 0 C'I I- 0 N C> Code NO N4 VISIBLE HORIZONTAL SECTION G-G 0- a,_j C3 48 INSTALLATION TYPE 0 z- 2 LL _j -10 0 LIGHT M: W HEIGHT= FOR THIS INSTALLATION ()u X O a wl w :D NDOW METHOD ONLY, TABLE it: F_ w 0 (9 0M17 BUCK ANCHORS MAY BE NO MhL Edge Max.O.C. C) Y Z HEIGHT- MORE THAN WO.C. Anchor Substrate Min.Embedment d Distance 0 o 2-314i -- F— 0:z P.T.Sott9em Pins 1.55) fur 1781 6* Alumimun 6063.75 G6r 61 0 012 STEEL #12or#14410SSSomw o. IL A38 Steel 3fvl 0.0631• It" SELF-DRILLING SM. Steel Stud-.&33 min. SIB* (1046.O6Ga), 0' (G5),SEE TABLE 10. IF P.T.Southern Pine(SP:-0,55) 9116`1 1-w ..qs THIS SHEET Aluminum,61)63-75 min. 3187 0.063'• —6. & W Z z #t2or1H4Slaa1Scmw(GS) A36816e1 316' 0.083". — 0 u) 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud.Gr.33 min. 318, 0.045*(1BGa)*I S' z 0 EMBEDMENT AND EDGE 1/4'410 SS CreleFlax thquatted Ll,(ASWO�M 2-1& 1-114. 1? a DISTANCE PER SUBSTRATE, lu Concrete(min.3Z krA) i. 1,T4" 12' z SEE TABLE 14.THIS SHEET 1. Concrete(min 2.85 1,V4' IF 0 3: CD MIAMI-DADE APPROVED MULLION tk 2-1/r 1_31 0 z CD 114*MAX SHIM (SEE SEPERATE NOA).ALUMINUM. thr Steel'Uftcon concrete(min.2.85 W) w 12* U, w I-1w 1z, X Z CL(L STEEL FRAMING OR STEEL STUD. Grouted CMU,(ASTM C-90) 2-112- I-W4' 12, SEE SUBSTRATE PROPERTIES. - Concrete Innin.3.6 ks 1414' I-W ir LL LL TABLE 1 1;rHIS SHEET 5116*Steel Ultmoon Q INSTALLATION IX WOOD SLICKSTRIP. i oder •,soQ roues rrouteclCMIJ(AbIMCAt 24(r I-W4- 1Z' TYPE N MIN.OF 3 THREAD$BEYOND THE METAL SUBSTRATE- SEE NOTE 2.THIS SHEET LYN& .......- RX INSTALLATION NOTES; EMS 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO.58705 _7- 2.WOOD BUCKS DEPICTED ON THIS SHEET AS*1r,ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-112'.IX WOOD BUCKS ARE OPTIONAL JF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS'M ARE 1-112 THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Z�Al DISTANCE JURISDICTION. VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE 70 PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVISED. as canp1p g with the F(artda Building Code A«eptmttxPm l5- 5 26 ANGLEDICURVED ANGLEDICURVED imttwtDate 2019 FRAME ASSEMBLY FRAME ASSEMBLY By 90*CORNER 90*CORNER Miam ade Product Con I FRAME ASSEMBLY I I FRAME ASSEMBLY ;AN I t Q NO CHANGE THIS SHEET m i DATE:07102/15 I 10 I m 10 , � I m ALL CORNERS TO j ALL CORNERS TO j v USE GASKET I USE GASKET I AND/OR EALANT I // AND/OR SEALANT a I U) 8EQUAL-LEG FRAME 3: r FLANGE FRAME N U) N D FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR U' fV N U) IYNEQUAL-LEG FRAME 1ANQ EXTERIOR FRAME WELDS O WTERIOR FRAME WELDS FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT OtL N J oo Z As r 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS ZU- to IL o X:LLF LU ur°r0 30 W U O 2 'ON ~OW mY 0 W 'JMQ tn> 00 Z Z O 2.784' .-�{ 2784' 2.784' o Z 0_ of Z S 0O W .094' —�I1�� .094- --•11�� U O p o TABLE 12; .074• 062" .074- 062' .074' 062' Z Item 1.375' t.37S `� y Q Iaays P¢TPatt# Description Material 8 Z z 1.975' 500' .436` .500' 438' " O F 1 42630 Flanged Frame Alum.6063-T6 1.000'�• 438• �0 oso• r I J0-0� > 9 T 050 = Z soros• -��--�{"� 2 4285 Equal-leg Frame Alum.606375 ~' I c Z w afD�s 1.tz5• _ 3 4256 Integral Fn Frame Alum.606376 O FLANGE FRAME O EQUAL-LEG FRAME 077• 4 4255 7116 LemL Glass Bearing Alum.608375 #42530,6063-T5 #4285,6063-T5 �-- N 00 6 4254 LG.Glass Beading Alum.608375 3 FIN FRAME u X m as 6a 4270 Installation Fastener Cour Alum.606376 O #4256.6063-TS a 11 •xaa sago Sb 4224 Installation Fastener Coter Rigid PVC 10 705890 Gasket(at 9D°comer jointO Polyethylene `11 /r 11 TP247/8 Vinyl Bulb Weatherstrip Flax PVC,l7uro.65+/-1 � •9�7��0'ttt,,�yyyr-- � � •�6• � 1.037 � \\\�.� ONY LY�ry .875' .875' - .•'• 11.5070.5 (�'p 13 Dow 898,OE 7700 S,liconp tx Equiv. � 20 71652K Setting Block,Mono.3116"x 7/16'x A Neoprene,Duro.85+/-1 �� — 050• �►II 050 No.58705 > 050 21 71704AK Setting Block,I.G.3118"x 1-/32 x 4" Neoprene,Duro.85+/-1 INSTALLATION -V 7116"LAMI I.G.GLASS = J 22 4URAK716 7115GLASS BEADING'DuraSeet Spacer BEADING O OFASTENER COVER =O' TE <UK 6a c, 29 #8 x 1-114"FH SMS Stainless Steel O #4255,6063-T6 #4254,60ti3 T5 #4270,6063-T5 c`� •F<ORIDA,.•''��,�: 30 1 781PQX 1#8 x 1"Quad PH SMS Stainless Steel A.LYNN MILLER.P.E. P.F-0 68705 'EL4 JUN a 8 ?�1 MIAMI•DADE PEhSuIITTiNG MIAMI-DADE COUNTY ® S7 L!cie Ccunty� 6=L PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.miamidade.gov/ecbnomy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance put-poses. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#I1-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.09 M�AMWADE COUNTY Expiration Date: December 21,2021 'W1, Approval l� Approval Date:.July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 070815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC; TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBG, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.'06-0405.06) Manuel P re ,P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted cinder NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. M"d&r- jm't2l Man el P e ,P.E. Product Control UAminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: duly 09 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW "PVB"= IiN 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. Dr SAFLEX®PVB INTERLAYER BY B.6/16LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. EASTMAN CHEMICAL COMPANY C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"'PVW INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. NOA DRAWING MAP F_7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-"PVB'INTERLAYER. SHEET G.13/16"LAMI IG:(1)LITE OF 1/8'OR 3118"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER GLAZING DETAILS............2 DESIGN PRESSURES....,..3 H.13/16"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,5(16"OR 318"AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16'LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS.3/16"OR 1/4"AIR SPACE AND 7116"LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. K_13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090--PVB-INTERLAYER. 2.CONFIGURATIONS:OX.XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. OF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113°/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED. PRODUCr REVISED ns mmplying with the Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 'A' ng Coda I Cl IO _ ccepinnce No !^' Ex imtion Dale 7.REFERENCES:TEST REPORTS FTL4858,FTL4859 AND FTL-5330. ELCO TEXTRON NOA'S By Q ANSUAF&PA NDS FOR WOOD CONSTRUCTION Mietn' a roductCon ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY AHURRICANE ZONE(HVHZ). ��(VYNN rr//�r���/' 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ;�� ZO• F •��GEt•1SC '•,'Q >r: 140.58705 ;•',Ota.`•," 1711011,45 L!l, r' .. c a t✓t4rrs "" ` srTlEDmory sora FecurDaTe GENERAL NOTES O P 1070 TECHNOLOGY DRIVE _ FLOR10., ('J` Jr.' lNt7lit E FBC7AlOCODECNANOE N.VENICE,FL 34275 ISW ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'��,SS'/OIVnL ` J.R. SWIl D ADDED IO CAP TO OE TEMPERED +WFTNOTE. P.O.Box4s2s m,,,. �,,,, p„y,,, ,,,,; rr t w,.7c Q1K NOKOMIS,FL 34274 Visibly Better' A Ll/P(t1 p5LAd,�.E. F.l4 2/18/08 J.J. 3l23r08 HRf10 NTS 1 11 4127-10 F P.E.p 58705 "PV8" KURARAY BUTACITE PVBINTERLAYER ® or SAFLF,X PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY G]EXTERIOR INTERIOR 53 1/2"NOM. 55 112"NOM. (ALL SECTIONS) GLASS BITE GLASS BITE 51 60,61,62 51 63,64,65 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE T REVISED 52 � 52 PRODUC 72,73,74,75,76,77 esc"nn% ,plylRg w4h IF,eFimida 66,67,68,69,70,71 Aceepmnee N"tis-d L�12oo�t 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS imti0„ihte .090 PVB INTERLAYER .090 PVB INTERLAYER E 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS y 5/16"LAMINATED 7116"LAMINATED Miam edcProduGC nu 5116"OR 3/8"AIR SPACE 3/16"OR 1/4"AIR SPACE 118"OR 3116"ANNEALED OR TEMPERED GLASS Q 1/8"or 3/16"ANNEALED OR TEMPERED GLASS Qp 13116"NOM. 13/16"NOM. 1 1 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAM! �` O��I•1-Yf 4 N Ho.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. _ [t '''j'1 R"w?B): OeMx RwWlc r / 1/ LAL 6ry4/15 F REVISID/NTERLAVERMANUFACTURER STATE R4YY"a' 1070 TECHNOLOGY DRNE P -�- _GLALNG DETAILS ��T�'•.FLOR1uP•'•�C]��� J.J. 10!17/1! E NOCHANQE7N/33lrFE'T N.vENICE,F134275 "' R ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �' 5� JA fi20/11 D ADDED IO CAPTO BETEMPERED +33FT NOTE P.O.BOX 1529 N ,„ NOKOMIS,FL3W4 Vblbly getter A LdlIrS I,IILLEIfL P.E. F.K 1!28/06 J.J. 3!23/06 HR710 FUII 2 d 11 4127-10 F P.E.658705 TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 5c 80" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.01 -60.0 +60.0 -60.0 +60.0 ' -60.0 +60.0 , -60.0 86" A,B,G,H +60.0 •60.0 +60.01 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 •60.0 +58.8 -58.8 +56.21 -56.2 D Q FOR INSTALLATION IN 106 318" A,B,G,H +60.0 •60.0 +60.01 -60.0 +60.01 .60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 ; -52.3 THE HVHZ ABOVE 30 108" A,B,G,H G,H +60.0 -60.0 +60.0 ` -60.0 +60.0 -60.0 +80.0 X0.0 +60.0 1 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 1 -51.7 FT,GLASS TYPES G- I L SHALL HAVE A 111" A,B,G,H +60.0 •60.0 +60.01 -60.0 +60.0 -60.0 1 +60.0 -60.0 1 +60.0 1 -60.0 +59.5 -59.5 +53.6 1 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS E CAP.BOTH THE DP UP TO 111" C,1 +60.0 ? -60.0 AND ANCHOR UP TO 111" D,E,F, QUAUNCHTITY ANGED. TABLE J,K,L 175.0 I -75.0 TABLE 2. XOX(1/3,113,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" t TO 86 7t W. G H I +60.0 ! 60.0 TO 86 7118" JKL D,E,F, +75.0 , -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 48" 505181. 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 ! 45.0 +75.0 -75.0 +76.01 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 t -75.0 +75.0 -75.0 +75.0 i 75.0 +75.0 -75.0 +74.2 -74.2 +70.2 I -70.2 72" A,B,G,H +75.0 75.0 +75.0 , -75.0 +75.01 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 ; -69.6 +65.2 1 -65.2 sus wmpCrR MISthe SED lorlda 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.01 75.0 +75.0 -75.0 +75.01 -75.0 +75.0 75.0 +68.1 I -68.1 +63.81 -63.8 A P','By1Col try»05 091 UP 7074" C,D,E,F, +75.0 1 -75.0 Ife1'"nDnte o'6 D I, ,K,L I Mia n' c ProdOct a GLASS TYPES:TEST REPORT FTL4858(XOX),FTL4859(OX&XO)AND FTL•5330 A.5/16"LAMI-(1/8'A,.090,118"A) G.13116"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(118'A,.090,1/8"HS) H.13/16"LAM[IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) `tit C.5/16"LAMI-(118"HS,.090,118"HS) I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318'AIR SPACE,5/16"LAMI-(118"HS,.090,1/8'HS) \��� LYNN !t?2����,,' D.7116"LAMI-(3116"A,.090,3/16"A) J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"A) E.7116"LAMI-(3116"A_090,3/16"HS) K.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A_090,3/16"HS) =i= No.50705 F.7116"LAMI-(3/16"HS,.090,3/16"HS) IL.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAM[-(3/16"HS,.090,3f 1v'HS) L.M. 6/14116 F IND CHMIRETHIS SHEBT DESIGN PRESSURES STA 41, P T =Aa' E F >; 1070 TECHNOLOGY DRIVE JJ. 10117111 E NOCHANGETH/SSIIEET N.VENICE.FL 34275 TM =�(�' �CDRI0. �C9 R"r"` P.0.90X7528 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',,�cS/p" L C , JA &1071 D ADDED 10 CAP TO BE TEMPERED +30FTNOTE e/a�re� or: cn,uno D"„ NOKONS,FL 34274 Visibly Better x"11 eo1 �"' ar. ALVN�y µ�Wb.E F.K 1/78/06 J.J. 311 HR710 NTS 3 d 1110" 4727-10 F P.. 705 273/8" 2727 MAX.DLO 54 5/16'MAX.DLO FIXED MAX.DL DLO MAX.DLO r 1 VENT VENT FIXED D D B I B B B X O X _ — _ I , r 110"MAX WIDTH I.F.FRAME Tl 1� 85 7116"MAX.WIDTH I.F.FRA ME—� t 6 7116"MAWIDTH FLANGE FRAME 111'MAX.WIDTH FLANGE FRAME X DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16'MAX. 33 9116"MAX. 1,SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED C DLO VENT Cs SEALANT OR GASKET T— " AT HEAD AND SILL FLANGEE A 1 A FRAME ALL 15 57 3/8" I 56" CONFIG. MAXOA / / MAX• PRODUCT gR it S® DLO ALL DLO ALL —— 15 I.F.FRAME u complying with tho Ftmido FIXED VENTS Building Codo 62"MAX. -- Accip__ 0 5 � 2I LITES / I / E 6cpimtionl I.F.FRAM O / ALL I — CONFIG. I�Ki4mi edoProducl I 1 1$ FLANGE FRAME YN C EM, I, 73"MAX.WIDTH I.F.FRAME VIEW D—D II' '74"MAX.WIDTH FLANGE FRAME No.58705 (FRAME CORNER CONSTRUCTION) _ DETAIL A-OX OR XO !-�:l[ ct &r MIN tr.I, 511416 F NO CHANGE THIS SHEET ori n'•, STATE OF •r\�J` e.+wnc 1070 TECHNOLOGY DRIVE ELEVATIONS %��••.•FOORID P.•' J.J. 10/17/11 E NO CHANGE THIS SHEET N.VENICE.FL 34275 LSCS �'— ALUM,HORIZONTAL ROLLER WINDOW,IMPACT '",; INTERIOR 37 32 35 22 39 1 22 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO I•— MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX VENT DLO Q 16 MWM FIXED DLO 22 MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 PRODUCT REVISED as complying wMh the Ftvrida 2 Oailding Codc 15 OSIQ Acceplancc No I 12 24 8 EXTERIOR INTERIOR pimtim Data 12 ©y 21 Miami eda pmmtu 7 EXTERIOR INTERIOR t t t t I I x UNN 4f,���'4i g 10 ��`�.••`�c�NSF'•.Ep 10 SECTION C-C 42 SILL HEAD '" 1,1o.5B705 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) - L.bi CJfA115 F NOCHANGE THIS SHEET P T DRIVE SECTIONS 0 .'•, F' J.J. 10117/11 E NO CHANGE TMS SHEET 1a N.VENICELF3W5 nc I.(ORID�;�;�G\� J.R 820/11 D NO CHANGE THIS SHEET P.O.eQx,a2a � •HORIZONTALROLLERWINDOW,IMPACT '��,� ONA�1���.�t�, ej,n� Oa7K NOKOMIS,FL 37271 Vkibfy�e[Ger 0.LYNN�It}eti P.E. F.fG 7/7606 J.J. 323/00 HR710 Half 5 d 11 4127-10 F P.EA Fia705 II'EM DWG#IREVI DESCRIPTION MATL PGT# F669 DWG#REV DESCRIPTION MAT'L PGO 1 4102 A FLANGE FRAMEHEAD 6063-T6AL 612237 GLASS 13116"LAMI1CM/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,I/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 13/16"LAMI IG-1/87A IN. 318"AIR SPACE,5/16"LAMI 1/8"A .090 PVB 1/8"HS 3 #8 X 3/4 PH.PAN HEAD 7834AA 13/16"LAMI IG-1/8"A IN..318"AIR SPACE,5116"LAMI(1/8"HS,.090 PVB,118"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-TS AL IVIV LAMI IG3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(U8"A,.090PVB,1/8"A) 6 4136 FLANGEFRAMESILL 6063-T6AL 64136 13/16"LAMI 10-3/16"A IN.),5/16AIR SPACE 5/16"LAM!(1/8"A,.090PVB,118"HS) 7 4137 SILLADAPTOR 6063-TGAL 64137 13/16"LAM[IG-3116"A(MIN.),5116"AIR SPACE,5116"LAMI(ll8"HS,.090 PVB,1/8"HS) D 8 4131 ROLLERTRACK 6063 T6AL 64131 72 " 13/16"LAMI IG1/8"A(MIN. 114"AIR SPACZ 7/16"LAMI(3/16"A..090PVB,3/16"A 8 71298 WEEP HOLECOVER POLYPROP. 71298 73 13/16"LAMI 10-1/8"A(MIN. 114"AIRSPACE,7/16"LAMI(3/16"A,.090P 3/16'HS) 12 1629 ADHESIVE OPEN CELL FOAM PAD 7P71298 74 13116"LAMI I11/8"A(MIN), AIR SPACE,7/16"LAMI 3/16"HS,.090 PVB,3/16'HS 75 13/16"LAMI 10-3116"A(MIN.),3/16'AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A) 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 76 13116"LAM110-3/16"A(MIN.),3/16'AIR SPACE,7/16"LAMI(3/16"A,. PVB,3116"HS 14 4134 GASKEC FORMAIN FRAMESH.L JOINT 74134W/K 77 " 13/16"LAMI 10-3116"A IN.),3/16"AIR SPACE,7/16"LAMI(3116"HS,.090 PVB,3/16"11S) 15 1155 #8X 1.000 QUAD PN.SMS 781PQA 90 1014 ISMEN FRAME OR&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 6411OG 91 1630 ISMEEN CORNER KEY WIRINGS POLYPROP. 17 1 4054 1 B IFIXEDMEEMORAIL 6063HD-T6AL 64054A 92 1631 ISGUREN CORNER KEY W/OUT RINGS POLYPROP. 19 1 4066 1 IWSTP.,.187 X.230,FIN SEAL 640666 93 1073 1 ISCREENSPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-TS AL 612740 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP..250 X.270 BAM FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225.1 ROLLERHOUSING&GUIDE 42112HD 96 1 ISCREEN CLOTH 24 226 BRASSROLLERWHEELS BRASS 7BRWIR2 29 4128 HORiZONTALROLLERSASHTOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAI, 6963115-T6 AL 64006 2.710 33 1 1235 1 1 WSTP.,.170X.270BACK,FIN SEAL 67S 16G 35 1 1096 1 ISWEEPLATCH DaCAST 71096 36 1 1016 1 198 X.625 PH.FL.SMS 7858 37 1 4126 1 JSASHSIDERAIL 6063-T5 AL 64126 2 624 38 1683 WSTP.,.250 X 270 BACK,FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP.187X 275 67070K .062 40 L'IFTRAI,COVERCAP 74078"C"LORR 41 4139 I.F.FRAMEHEAD 6063-T6AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 #4139.6063-T6 43 4141 LF.FRAMEJAMB 6063-T6AL 64141 50 1 GLAZINGSILICONE,DOW 899,995 OR EQUIVALENT raooucr REVISED 51 12111 VINYL GLAZINGBEAD BULB C GU2,47W,K m complying with the Flmida 52 1225 VINYL GLAZINGBEAD BULB 6TPMK 2 784 Hui p N.cod. -051 C9 53 4039 B GLAZINGBEAD-5/16" 6063-TSAL 64039B watt Dau I 54 4044 B GLAZINGBEAD-5116"W/GRILLIUT 6063-T5 AL 644703 062 3.152 ey 55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 Mia i Pmduel 56 985 C GLAZINGBEAD-7116"W/GRILLKIT 6063-T5AL 6985 062 1L1.968 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 GLASS 5116'LAMI(1/8°A,.090 PVB,1l8"A 43 I.F.FRAMEIJAMB \\�.orgy 1LVNAr 14i1G�'�,,,� 61 5/16"LAMI(1/8' A,.090PVB,U8"HS ENS(-- 62 F 62 " SAW LAMI QW HS..090 PVB 1/8"HS) = .. ENSr ''• P 63 " 7/16"LAMI(3/16"A,.090PVB,3/10-"A 2.710 No.58705 '_ 64 7116"LAMI(3/16'A .090PVB 3/16'HS) 42 I.F.FRAME SILL - !� 65 " 7116"LAMI(3/16"HS..090 PVB,3/1G"HS #4140,6063T8 �l 115- 1 J; Rnidity p,� mlarz `� Sl'i.TE OF L.6L 5114115 F NO CHANGE THIS SHEET PARTS LIST 'G��h FCOR701•' ��� 1070 TECHNOLOGY DRNE _ i,�• ••.... •• \C� ^ J.L: 1a1Tn1 E NoCHANGE rnrsSHEET N.VENCE,FL34275MR ACXALUM.HORIZONTAL ROLLER WINDOW,IMPACT �r �; e ^ Ja d20/i1 D ADDED MINXTO GLASS TYPES P.O.eOx 1529 �� e� y, a," NOKOMIS,FL 34274 Vblbly Better b LYNN MILER,P.E FJG 1/18478 JJ. DAWmala HR710 NTS 8 m 11 4127-10 F P.E053705 �-1.513 040 .062 �{ 1.187 •738 I►- 3.'52 I 4431 1. 73LJ=1'" .062 O SASH STOP COVER 3 .062 3.(90 4 #4053,6063-T5 1.[22F -%F�l F �--2.710—� 2.710---1 FLANGE FRAME HEAD I----2.76a� O #41022.6063-T6 O FLANGE FRAME SILL O FRAME SILL ADAPTER '#4136.6063-T6 94137,6063-T6 r 1.363 J� .062 061 1.e�7 .062 13 FLANGE FRAME JAMB —4--op � 1 #40022,6063.76 A9DI—�� .43I� 1.46 1 1.403- I O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T6 #4131,6063-T6 #40548,6063HD T6 .062 2. 79 062 2. 28 05� 1. 87 .061. 49 " 83 2 Dr 1 I7 .878 L11.349-4 `i 1.081 1.096ll�—T SASH TOP&BOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL O GLAZING BEAD,5/16" PRODUL7 g iththb 21 as complying wish thePtorid9 #4133,6063-T5 32 #4006D,6063HS-T6 37 #4126,6063-T5 53 #4039B,6063-T5 OuediogCode 15�t4 OQ At"p__No Z iretion Dara I .050 T� Mie,oi oda Product 1 .050 .678 .678 678 •6� 050 -- l� Oso X1, 1 I I 1.096- � 1.09617 1.115�-�tT -1� �I�i.097 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" LYNN #4044B,6063•T5 #42222,6083 TS #985C,6083-T5 #4067,6063-T5 �1� �ic[NSE'•.`¢ (USED W/GRILL KIT) (USED W/GRILL KIT) rr Mo.58705 -u'.U is u e, r ,�O s'rdrr-ir L ; LM. 6/1,7/16 F NO CHANGE THIS SHEET .c� tED 10707ECHNOLOGYDRIVE EXTRUSIONS ��S'4 FtoRIDr.•'\�\ J.J. 10/17/fNO CHWGETHIS SHEET N.VENICE,R 34275 ���P.O.B X1529 =�-�— ALUM.HQRlZONTAL ROLLER WINDOW fMPACTJ.R. 840/11NO CHANGE THIS SHEET 4 a..waem.ktr..,,ar-u.r: OKOMIS.ft34274VltlblyBetter HR7f0 Half d�� 412710 F P.E.956705 FJG 22&/06 323/06 ANCHOR QUANTMES,XOX(1(4112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES; ANCHOR TYPE 2.3,WOOD $CONC 1,CONC $3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-7712 STEEL SCREWS(G5) &SUBSTRATE ZONES ZDNES ZONES ZONES ZONES ZONES to to I to 1tn !tn 2.GLASS TYPES: D WINDOW SIZE HEAD&SILL HEAD&SILL i HEAD&SILL HEAD&SILL HEAD&SILL!!� HEAD&SILL i� A.5/16"LAMI-(10 A,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v 1' ¢ i< E' !< B.5/16"LAW-(118"A,.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A C.5/16"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.375 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1i 2 t+C2+1+C2+1 2 1+C2+i+C2+112 1+C2+1+C2+1 i 21 D.7/16"LAM]-(3116"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+i+C2+113 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 i+C2+1+C2+13 1+02+1+C2+1,31 E.7116"LAMI-(3116"A,.090.3/16-HS) 50.625 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+C2+1+C2+113 7+C2+1+C2+1t 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 F.7/16"LAMI-(3116"HS,.090,3h6 HS) 1 1 G.13116"LAMI IG-118"OR 3/16'A(MIN.),5/16'OR 318"SPACE,5fl6"LAMI-(1/8"A,.090,1/8"A) SCOW 1+02+1+r,2+1113 1+C2+1+C2+1 311+C2+1+02+1 31+02+1+02+13 1+C2+1+C2+1 3 1+02+1+C2+1 3 H.13116"LAMI IG-1/8"OR 3116-A(MIN.),5116"OR 3/8'SPACE,5/18"LAMI-(1/8"A,.09D,1f8"HS) I. 13/16"LAMI IG-1/8"OR 3/16'A(MIN.),6118'OR 318"SPACE,6116"LAMI-(116'H .090.11WHS) 60.000 1+02+1+02+113 1+C2+1+C2+1 3 1 1+C2+1+C2+1`31 1+C2+i+C2+113 1+02+1+C2+1 3 1+02+1+C2+1;3 J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(311V'A,.090,3/16-A) 63.000 1+C2+1+C2+113 i+C2+1+C2+13 1+02+1+C2+113 t+C20+C2+1 3 1+02+1+C2+1 3 I+C3+1+C3+1 31 K.13/16'LAMI IG-1/8"OR 3/16'A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3fl6'A,.090,3/16"HS) 60.000x 38.375 7+C2+1+C2+1;2 1+C2+i+C2+112 i+C2+i+C2+1-2 1+C2+1+02+1 2 i+C2+1+02+112 1+C2+2+C2+1 2 L. 13!16"LAMI IG-118"OR 3/18"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16'HS,.090,3116°HS) 48.000 1+C2+7+C2+1i 3 1+C2+1+C2+13 1+C2+1+C2+13 1+02+1+C2+1 3 1+C2+1+C2+113 I+C2+2+C2+1 131 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.825 1+C2+1+C2+113 1+C2+1+02+1`3 1+C2+1+02+113 1+C2+1+C2+113 1+C2+i+C2+113 1+02+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+02+1+C2+11 3 i+C2+1+C2+1 3 1+02+1+C2+113 1+02+1+C2+1 3 1+C2+1+02+113 t+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. A1+C2+1+C2+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+113 i+C2+1+C2+113 1+02+1+02+1 3 1+C3+2+03+1€3 25 MAX.FROM CORNERS. I I JAMBS: 9"MA MAX.FROM CORNERS AND 221/2'MAX.O.C. 63.000 i+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+if 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C3+2+C3+113 TABLE KEY; 74.o00x 38.375 1+C2+2+02+112 1+02+i+C2+112 t+C2+2+02+1112 1+C2+2+02+1 12 1+C2+2+C2+11 2 1+C2+2+C2+14 2 X O X 48.000 1+02+2+C2+113 1+C2+7+02+1I 3 1+C2+2+C2+11 3 1+02+2+C2+1�3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 50.626 1+02+2+C2+113 1+C2+1+02+1113 1+C2+2+02+113 1+C2+2+C2+1 3 i+C2+2+02+1 3 1+C2+2+C2+1 3 I HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2013 1+C2+2+C2+1 3 i+C3+2+C3+1 3 LLL----- A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS(1) 60.000 i+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+03+2+03+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+02+2+C2+1 3 1+02+1+02+1,3 1+q+2+C3+1�3 1+C3+2+C3+113 1+02+2+C2+1,3 1+03+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x 38.375 7+C2+2+C2+1 2 1+01+2+C2+1 2 7+C2+2+C2+i 2 1+C2+2+02+11 2 1+C2+2+02+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+113 7+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 60.626 1+C2+2+C2+1.3 1+C2+2+02+1 3 1+02+2+C2+113 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+13 1+C2+2+C2+i 311+02+2+r,2+11.3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4"max. -+{�•+-3"MIN. 60.000 1+02+2+02+1.3 1+C2+2+02+1(311+03+2+C3+1!3 1+03+2+C3+1�3 1+C2+2+C2+1 3 1+04+3+04+1'•3 J-- 9"REF. 63.000 i+C2+2+C2+1 3 1+C2+2+C2+113 1+q+2+C3+113 i+C3+2+C3+113 1+0242+C2+113 1+C4+3+CA+1 3 X 0 X PRODUCT REVISED 106.376x 38.376 1+C2+2+C2+112 1+02+2+C2+1 2 1+02+3+C2+112 1+C2+3+C2+1 2 1+02+3+02+112 i+C2+4+C2+1 2 mwinplgingwithftFlottde DWding Code 48.000 1+C2+3+C2+i 3 1+C2+2+C2+1 3 1+03+3+03+1 3 1+C3+3+C3+1`3 1+02+3+C2+1 3 1+C3+4+C3+fi 3 MTG.RAIL,TYP. 'A' :P,_- 60.625 1+02+3+C2+1 3 1+C2+2+C2+1 3 1+q+3+C3+1 3 1+03+3+03+113 1+03+3+03+1 3 1+03+4+03+13 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS allon Date 64.000 1+C3+3+03+113 1+C2+2+02+1 3 1+03+3+C3+113 1+C3+3+C3+113 1+C3+3+C3+1 3 1+04+4+04+1 3 SHOWN IN TABLE KEY ABOVE °y Mlnmi nde induct 60.000 1+q+3+C3+1!3 7+C2+2+C2+1 311+C4+3+04+113 1+C4+3+C4+1i 4 1+C3+3+C3+1�3 1+C4+4+C4+1 3 63.000 1+C3+3+C3+1 3 1+C2+2+C2+ii 3 7+C4+3+04+1 3 1+C4+3+04+1 4 1+C4+3+C4+1 3 i+CS+4+C6+11 3 25 314"MAX. 111.000x38.375 1+02+3+02+1.2 1+C2+2+02+112 1+C2+3+02+1 2 1+02+3+02+1 311+02+3+C2+ 2 1+C2+4+C2+1 2 (.--WMIN.P ul 48.000 1+01+3+C2+1 3 1+C2+2+C2+113 1+03+3+C3+113 i+03+3+03+1:3 1+02+3+C2+1 3 1+C3+4+q+1 3 X O X \\�`��p�yy LYNN �l�i� / 9"REF. 60.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+q+3+C3+1 3 1+03+3+03+7 3 1+C3+3+c3+1 3 1+q+4+q+1 3 ���,. e: 64.000 1+q+3+C3+1 3 1+C2+2+02+1 3 1+q+3+03+1 3 1+C3+3+03+1 3 1+C3+3+03+7 3 1+04+4+G1+1 3 ' No.56705 60.000 1+C3+3+03+1 3 1+C2+2+C2+113 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+11 3 MTG.RAIL,TYP. - 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+04+3+C4+1 4 1+04+3+C4+113 i+C5+4+C5+7 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS = _ rasaB,: aac 7 ow"loavr '• ` � is LU 6114115 w,+1.re F NOCHANGE7N19SHEET ANCHORAGE id. 1/4-1/2-9/4 J,J. 70/17/11 BnE NO CHANGE7H/S SHEET 1070N.VEI+NOELFL 427OGY 6 ne �``,'•.......... Ln};tD?•.•'C5 P.O.BOX 1629 m ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '�.,`S�C)VA,1� JA 6720/ff D ADDED IG CAP 7O BE TEMPERED +3OF7N07� a,r„t ,,N a e o..roxc a.R 1 8,:erle 6Yr,W (Ai6[ NOKOMIS,FL 34274 VGR!ly Better ftR710 NT$ 8 e 11 4127-'10 �' A LYP.E.#58 05 P.E. F.K. 7/ZtYOB J.J. 323/66 ANCHOR OUANT(11ES XOX 113413-1/3 WINDOWS TABLES NOTES: GLASS TYPES A,S.G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1 1,CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ?ONES 1-1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-R12 STEEL SCREWS(G5) m to 1 Nm N 2.GLASS TYPES: D WINDOW SIZE HEAD&SILL i HEAD&SRL 1 HEAD&SILL HEAD&SILL HEAD&SILL I ME HEAD&SILL A.5/18-LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W V :-+ > 14 > B.5118"LAMI-(1/8"A,.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.376 1+02+1+C2+112 1+C2+1+C2+112 1+C2+1+C2+112 1+C2+1+02+1;2 i+C2+1+C2+112 1+C2+1+C2+1 2 C.5116"LAMI-(1/8-HS,.090,11W HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+11 3 1+C2+1+C2+113 1+02+1+02+1 311+02+1+02+1 3 1+C2+1+C2+1`3 1+C2+1+02+11 3 D.7116"LAM[-(3/16"A,.090,3116-A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+113 1+02+1+C2+13 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1'3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) ; I 1 F.7/18"LAMI-(3/18"HS,.090,3118'HS) 54.000 1+C2+1+C2+1;3 1+C2+1+C2+1 3 t+C2+1+C2+113 1+CZ+1+C2+11 3 1+C2+1+C2+1.3 1+C2+1+C2+1 3 G.13116"LAMI IG-1/8"OR 3116-A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8-A,.090,118-A) 60.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+C2+113 H.13/16"LAMI IG-118"OR 3116"A(MIN.),5116"OR 318"SPACE,5116"LAMI-(118°A,.09D,1/8'HS) 63.ODD 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+c2+113 1+03+1+03+1 3 I. 13/16'LAMI IG-t/8°OR 3/16'A(MIN.),5/18"OR 316'SPACE,5/16"LAMI-(1/8'HS,.090,1/6"HS) J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4'SPACE,7/16"LAMI-(3116-A..090,3116"A) 63.125x 38.375 1+c2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+11 2 1+02+1+C2+1!2 1+D2+1+C2+112 1+C2+1+02+112 K.13116"LAMI IG-1/8'OR 3116'A(MIN.),3/16'OR 114"SPACE,7/16-LAMI-(3116'A,.090,3116"HS) 48.000 1+C2+1+C2+113 1+C2+1+c2+1!3 1+C2+i+C2+1i 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+02+1(3 L. 13116'LAMI IG-1/8'OR$/16"A(MIN,),3/16"OR 1/4"SPACE,7/16-LAMI-(3116"HS,.090,3fl6"HS) 50.625 1+02+1+C2+1 3 1+02+1+C2+1'3 1+C2+1+02+1 3 1+02+1+02+1;3 1+02+1+C2+113 t+C2+1+02+113 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+02+1+02+1 3 1+02+1+02+1 i 3 1+02+7+C2+113 1+C2+1+C2+1 i 3 1+02+1+C2+113 1+C2+1+02+1 31 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOWIN TABLE. 60.000 1+C2+1+C2+113 1+C2+1+02+1,3 1+C2+1+02+13 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 63.000 1+C2+1+02+113 1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C3+1+C3+1 3 HEAD&SILL:101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 x 38.376 1+C2+1+CZ+l 2 1+C2+1+C2+11 2 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+02+1+C2+112 25 3/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1!3 t+C2+1+02+1 3 TABLE KEY: 6D.625 1+C2+1+C2+1.3 1+C2+1+C2+113 1+C2+i+C2+1 3 1+02+1+C2+1!3 1+C2+1+C2+1 3 1+Q2+1+02+1,3 X O X 54.000 1+C2+1+C2+113 1+C2+1+02+1.3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1 31 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB 60.00D 14C2+1+02+113 1+C2+1+C2+113 1+C2+1+02+1 3 I 1+C2+1+C2+113 1 1+C2+1+C2+1'3 1+C3+1+03+1 3 63.000 1+02+1+C2+113 i+C2+1+C2+1`3 1+C2+i+C2+1 3 1+03+1+C3+1 3 1 1+c2+1+02+1 3 1+C3+1+C3+1 31 HEAD AND SILL ANCHOR QUANTITIES 66.00D x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+112 1+C2+1+C2+1 2 1+C2+1+02+1,2 A CLUSTER E (3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1.3 1+ 1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+C2+1 3 1+C2+1+02+i,31 ANCHOR AT EACH OPERABLE VENT 60.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+1 3 I+C3+1+03+1 31 PLUS(1)ANCHORS AT FIXED SECTION. 64.W0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1 3 1+C2+l+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1.3 1+02+1+02+1 3 1+C3+1+03+1 3 (3°MIN.O.C.ANCHOR SPACING) 63.ODO 1+C2+1+02+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1i3 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+03+113 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1---- -25 314"MAX. 48.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1131 [--3-MIN. 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+02+1,3 1+02+1+C2+1 3 1+C3+1+C3+1 3 9"REF. 64.000 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+12+ 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 +C9 3 XO X 60.000 1+02+1+02+i 3 1+C2+1+C2+1.3 1+03+1+C3+113 1+03+1+C3+113 1+C2+1+,2+113 1+03+1+C3+1,3 PRODUCTREVISED as-P!YNS x•Ith the Fbride 1+ 63.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+ C3+1 3 1+C3+1+C3+113 1+C2+1+02+1.3 1+C3+1+C3+113 BuldingC d, 84.000x38.376 1+C2+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+112 1+02+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MTG.RAIL,TYP. Attepwncallo Ji'-O I�]•Qa) 48.000 1+02+1+C2+113 1+C2+1+C2+1[3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ummnDat, tuy�� 50.626 1+c2+i+02+1 3 1+02+1+C2+1 3 1+CZ+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) Dr hti i ode Ptoducl Cony 64.000 1+02+1+C2+113 1+C2+1+C2+113 1+C3+1+C3+1 1 3 1+C3+1+C3+1 3 1+C2+i+C2+113 1+C3+1+C3+1 3 ' 60.OD0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 4 1+C3+1+C3+1 3 1+C3+i+03+1 3 25 314"MAX. 1 1/2"TYP. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+113 1+03+1+C3+1 4 1+C3+1+C3+1'3 1+04+1+04+1 4 1LI11IIrrr7 I-3'MIN. $8.437x 38.375 i+C2+1+C2+1 2 1+C2+1+C2+1 211402+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1.2 1+C2+1+C2+1 2 O�(L 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1 3 9"R X O X ���;'o�gENgF •.6p 60.626 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+113 1+C2+1+02+1 3 1+C3+1+03+1 3 64.000 1+c2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+113 1+C2+1+02+1 3 1+C3+1+C3+1 3 - No.58705 60.000 1+C2+1+C2+113 1+02+1+C2+11 3 1 i+q+1+03+11 3 i+03+1+C3+114 1+C3+1+C3+1I 3 1+c1+1+04+1 q MTG.RAIL,TYP. E = 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 I+03+1+03+1 3 1+03+1+C3+114 1+C3+1+C3+113 1+C4+1+C4+1 4 XAMPLE CLUSTER W/ QTY.OF(4)ANCHORS a wr"a�: tJlwr RwbltnC o-ow•.• %�(� S7ATE r U LAENf4/i6 F NOCHANGEnits SNEEf P ..�.. ANCHORAGE SPACING,XOX 1/3-1/3-1/3 ���'•• FcoRtol^.••'Gv;' W.rrru 1070 TECHNOLOGt DRIVE ��^,•1•••..... J.J. 11Y17/ii E nroCHANGETHIS SNEET N.VENICE,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �i 7ti, JJt 6/mi rs 0 ADDED 10 CAP TOSETEWERED +SOFTNOTE P.O.P.o.eox tszs r r r n n Dyc NOxOMIS,FL 34274 V4/Lb Better• ar"�e ick."ft ' A LYNN MILLER P.E. F.K. ZtZ&N8 J.J. 323/06 11 NTS 9 d 11 4127-10 F REN 58705 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,GONG 1,GONG 2,3,WOOD 2,GONG 1,GONG 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES ZONES �D z.GLASS TYPES: in � m i m m � I m O m A.5116"LAMI-(118"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE CO) g it� g v) iA co W l0 B.5116"LAMI-(118"A,.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A y X , ,y =ca �a =.6 ;< =el1 1' _"6 1 _�+D C.5116"LAMI-(118"HS,.090,118"HS) - TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 X 38.375 1+C2+1 2 1+102+1 2 1+C2+11 2 1+C2+1 2 1+C2+1 2 1+102+1 2 D.7116'LAM[-(3/16"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 1 E.7/16"LAMI-(3116"A,.090,3/16'HS) 48.000 1+G2+1 3 1+C2+1 3 1+C2+1 S 3 1+C2+1) 3 1+102+11 3 1+C2+1 3 F.7116"LAMI-(3/18"HS,.090,3116"HS) 50.625 1+C2+1 3 1+C2+1 3 1+102+1 i 3 1+102+1 3 1+102+1 3 1+C2+1 3 G.13/16"LAMI IG-1/6"OR 3116"A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(118"A,.090,1/8"A) H.13116"LAMI IG-1/8"OR 3116-A(MIN.),5/16"OR 318"SPACE,5/16"LAM]-(1/8'A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 f 3 1+C2+1 3 1+C2+1 3 1. 13116"LAMI IG-118'OR 3116•A(MIN.),5/16"OR 3/8'SPACE,5/18"LAMI-(1!8"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+102+1 i 3 1+C2+1 3 1+C3+1 3 J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116'OR 1W SPACE,7116'LAM[-(3116"A,.090,3/16'A) K.13/16"LAMI IG-1/6"OR 3116"A(MIN.),3116"OR 114'SPACE,7/16"LAMI-(3116-A..090,3116"HS) 63.000 1+102+1 3 1+C2+1 3 1+C3+1 3 1+C2+1, 3 1+C2+1 3 1+C3+1 3 L. 13116"LAM[IG-118'OR 3116"A(MIN.),3116'OR 1/4"SPACE,7118"LAMI-(3116"HS,.090,3116'HS) 48.000 X 38.375 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+11 2 1+102+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+102+1 3 1+102+1� 3 1+C2+11 3 1+C2+11 3 1+G2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+102+1 3 1+102+1 3 1+103+11 3 1+102+11 3 1+102+1, 3 1+103+1 3 HEAD 8 SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.00D 1+C2+1 3 1+C2+1 3 1+103+1 3 1+G2+1! 3 1+C2+11 3 1+G3+1 3 18 3/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1 1+C3+11 3 1+C2+1 3 1 1+G3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C3+1 3 1+G2+1 3 1+C3+113 1+C3+11 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 0 X 53.125 x 38.375 1+102+1 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 1+C2+1, 2 1+G2+1 2 z+C3+z 3 ANCHOR QUANTITY PER JAMB 48.000 1+c2+1 3 1+C2+1 3 1+C3+1 3 1+102+1 3 1+C2+1[ 3 1+C3+1 3 50.625 1+102+1 3 1+C2+1 3 1+C3+1; 3 1+C2+11 3 1+G2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+03+1 3 1+G2+113 1 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+103+1 4 1+102+1 3 1+C3+1, 3 1+C3+1 4 1+102+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+103+1 4 1+C3+1 3 1+C4+1 i 3 1+03+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+G2+1 3 1+C2+1 2 2+C2+21 2 1+C2+11 3 1+C2+11 2 2+102+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 s 3 1+102+11 3 2+03+2 3 (3-MIN.O.C.ANCHOR SPACING} 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 6 3/4"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+11• 3 2+C3+2 3 --I 1--3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+104+2 4 1+C3+1` 4 1+03+1 3 2+104+2 4 9"REF. 63.000 1+C3+1 4 1+G3+1 3 2+G4+2; 4 1+C3+1 4 1+103+1 i 3 2+C4+2 4 X O T PRODUCE RGVISED _ 66.000 x 38.375 2+C2+2 3 1+G2+1 2 2+102+21 3 2+02+2 3 1+102+1 2 2+C2+2 3 I w emptying wish the Florida MTG.RAIL Building Coda pC�_ 48.000 2+102+2 4 1+102+1 3 2+103+21 3 2+102+2 4 1+102+1 3 2+103+2 3 Ac cc p'_'N0I5'051g20z� 50.625 2+103+2 4 1+G2+1 3 2+103+21 3 2+103+2 4 1+102+1 3 2+103+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS imiiOn Dale 54.000 2+103+2 4 1+102+1 3 2+103+2, 4 2+c3+21 4 1+102+1 3 2+q+2 4 SHOWN IN TABLE KEY ABOVE) Byl_ Miam eProducl 1 60.000 2+103+2 4 1+C3+1 3 2+104+2 4 2+C3+21 4 1+C3+1 3 2+104+2 4 63.000 1+103+1 4 1+03+1 3 2+C4+2 E 4 2+C3+2 4 1+G3+1 i 3 2+C4+2 4 18 3/4"MAX 1 112"TYP. 74.000 x 38.375 2+02+2 3 2+C2+2 2 2+102+21 3 2+G2+2 j 3 2+C2+2'! 2 2+02+2 3 �1, -3"MIN. .'0111111. 48.000 2+G3+2 4 2+102+2 3 2+C3+2 4 2+103+2 4 2+102+2 3 2+C3+2 4 N1 LYNN 4//111 50.625 2+103+2 4 2+102+2 3 2+103+2 j 4 2+C3+2 4 2+C2+2; 3 2+C3+2 4 9"REF.� X 1�..`cE"sE'[eF� 54.000 2+G3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+103+2 3 2+104+2 4 =is }` MTG.RAIL No.58705 = 60.000 2+C3+2 4 1+C3+1 3 2+C4+2; 4 2+C3+2 5 2+C3+21 3 2+104+2 4 = 63.000 2+103+2 4 1+C3+1 3 2+C4+2; a 2+G4+2 5 2+103+2 a 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS :. �"`� ct wweF Orr Mfemnr nrap+'r %�(]'.. TATE F�:'�!!1� L.M. dr4ns F NOCNANBE7NlSSNEEt P T ANCHORAGE SPACING,OXANDXOWINDOWS 1070 TECHNOLOGY DRIVE _ i JJ.' 1w»ir1 NO CHANGETIfISSNEEr N.VENICE,FL 34215 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '',' /0NA1- J.R. Wolff D ADDED/GCAP TDBETEMPERED #WFTNOTE. P.O.89X1628 H, R, L N `11 NOKOMIS.FL 34274 Visibly Better A.LYNN�aW P.E. Fx �z2aw 1-jil3!23/08 r+aTfo NTS 70 d if 4121:70 F P•E•nsa7os 1314"MIN.E.D.TYP. NOTES: MIN.3.4 KSI I 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE , f 1"MIN.EDGE NOTE 3 13/8' TAPCONS EMBEDED 1 3/8"MIN.OR 114'SS4 CRETE-FLEX EMBEDED 1 314"MIN..MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 lx WOOD v 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 5w!ff ; 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS 11 11 © THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX. CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD Tl ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" MAX 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 13/8" 114"MAX.SHIM 1 114"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) OR2-11T MIN.EMBEDMENT PER NOTE 1 O '' (3.4 KSI CONCRETE) WOOD CONCRETE 0 ANCHOR, I '_f ANCHOR, NOTE 2 T NOTE 1 , 13/4' EXTERIOR INTERIOR 1"MIN.EDGE :'-'MIN.E.D (HEAb&SILL DETAILS A,B.C.D.6&H) TYP. li�l 2x WOOD BUCK,NOTE 3 lx WOOD BUCK,NOTE 3 E SEE NAILING INTERIOR 518"MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F S 1) `T TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR1�1 5/8"MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 INK MIN.x 2112'NAIL AT CORNERS AND 5"O.C. PRODUCCREVISED TYPICAL DETAILS G,H 81. as complying with the Florida Bui1"18 Code' 1/4" 114" AcceplonccNo MAX MAX 'cpimtionlYWc /�L SHIM SH p "MIN.EDGE y ..:.. SEE Mi Doda Pcoducl • °,� NOTE 1 1 3 8/MIN. SUNG • 1314'MIN. 2-112"MIN. SEE NAILING \` ON(LYNN/,1/! MIN.3.4 KSI E.D. P. •'z _ �."1y111y.EbGE \0 IN.3 4 KSI_/ � '`tGENSS''•�FQ CONCRETE 2x WOOD DETAIL C BUCK, DETAIL D 2-112"MIN.EMBED ' NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) No.56706 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS '•. 7 eqac x.,n.+r D.apms 1� S7AT L.M. 5114115F CORRECTOPlIONALBUCKNOTETO/NCLUDECMU ANCHORAGE DETAILS ^^ •' 1'CORION.••' R rn,lwa 11W07ECHN010GY OPIVE JJ. fOH7/11 E NOC1bU1GETl1ISSHEET N.VENICE•FL34275 tk P.O. oxl5ze �— ALUM,HORIZONTAL ROLLER WINDOW,IMPACT JR. 820/1} D NO CHANGE SHEET o.�.wo.e emc sr.,c o°+iat4 we 1l a y_. Ce,my n� NOKOMIS.FL 34274 V&lbly BeCW 0.LYNN�1KLEH.P.E. FJC 228/08 J.J. 32176 HR710 HHIf 11 a 11 4127-10 F REss7os E. JUN 7 8 016 MIAMDADE PER.rorrTI NG MIAMI-DADS COUNTY 76011 Sf. LLCie County, 6=L PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-70011 Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may, be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews.NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was irevieNved by Manuel Perez,P.E. NOA No. 15-0519.08 MIAMI-DADE COUNTY , Expiration Date: March 26,2021 f2� Approval Date: July fl9 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 05-10.18.0.1 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin flame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 .,2)Large Missile_1inpact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05,signed and sealed by'Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Re N FTL-4 4 and FT ports o. 6 9 a L 4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Manuel pdre ,P.E. Product Contr Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin flame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL4948 and FTL-4646, dated 08/10/05,both signed and sealed by . Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Vh Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite©PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manue]A-e—re-1 P.E. Product Cont of Exa iner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.0X) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. Manuel z P.E. Product Contr 1 Exa iner A NONo. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES.IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5116"LAMI CONSISTING OF(2)LITES OF 118-ANNEALED GLASS WITH A.090-KURARAY BUTACITE%B(BY KURARAY AMERICA,INC.) OR.090"SAFLEX!PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6116"LAMI CONSISTING OF(1)LITE OF lir ANNEALED GLASS AND(1)LITE OF IIB'HEAT STRENGTHENED GLASS WITH A -090°KURARAY BUTACITE"'ISV8(BY KURARAYAMERICA,INC.)OR.090'SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.Sflg'LAMI CONSISTING OF(2)LITES OF I/&'HEAT STRENGTHENED GLASS WITH A ,og(r KURARAY BuTAr-rrEPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116"LAMI CONSISTING OF(2)LITES OF 31I6-ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) OR.090-SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7118'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116-HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITEl'VB(BY KURARAY AMERICA.INC.)OR.090'SAFLEX`0VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP A F,7116'LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE M(BY KURARAY AMERICA,INC.) OR-090-SAFLEX!PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET 2K G.13fl6"LAMI IG*(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND Stwl-AMI CONSISTING OF(2)UTES OF 118'ANNEALED GLASS WITH A GENERALNOTES............I .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR k90-SAFLEX ISINTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2 H.13116"LAMI IG-(1)LITE OF 1/0'TEMPERED GLASS,AN AIR SPACE AND 5116-LAMI CONSISTING OF(1)LITE OF 118-ANNEALED GLASS AND(1)LITE DESIGN PRESSURES 3 OF 1/S"HEAT STRENGTHENED GLASS WfTH A.090"KURARAY BUTACITE'ISVO(BY KURARAYAMERICA,INC.) ELEVATIONS,..................4 OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS............5 1.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 511V LAMI CONSISTING OF(2)LITES OF 1181 HEAT STRENGTHENED GLASS HERR.SECTIONS...........5 WITH A.090-KURARAY BuTAc-iTEzVv-s(BY KURARAY AMERICA,INC.)OR.090-SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.........- �6 J.13116'LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF T16-ANNEALED GLASS WITH A EXTRUSIONS......"•"""""'7 .090-KURARAY BUTACITEPV13(BY KURARAY AMERICA,INC.)OR-090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7 K 13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(I)LITE OF 3116!ANNEALED GLASS AND(1)LITE ANCHORAGE....................8-11 OF 3116-HEAT STRENGTHENEDGLASSWITH A.090-KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR-090'$AFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 11W TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.09V KURARAY 3UTACa-'lFV-B(BY KURARAY AMERICA,INC.)OR A90"SAFLEX"INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A .090"KURARAY BuTAciTE'll0va(BY KURARAYAMERICA,INC.)oR.og(r SAFLEX`VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:'OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES.(SEE TABLES,SHEETS 3) A A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REQUIRED. PRODucr REVISED w mmplyins with am F&xW 9uildin8t 0 I'l 9 No -0 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. -p 2DV 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL4847,FTL-4648,FTL-4649,FTL-4650,FTL4651,FTL4723,FTL4957,FTL4958 AND FTL-5063. Or ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. ,`t 11111111( ,I ONN ul 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY \N ..........t, HURRICANE ZONE(HVHZ). I-A'0*`of-Nsc *,-. A 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED ws(G-L)ARE ALLOWED. ----q;A7t t�ls N�.66705 of rmH4RIM- NE GENERAL 0- E 5M EDITION L2014)FBC UPDATE NOTES JJ- IGM107111 0 201OFSOUPDATEtS --- N.VENICE.FL 34276 ....... Ali -L pt 001111 c afMOED CAP GLASS TYPE TO MWERED "MHS R089X 529 M=!Sm2g�-j UM.SINGLE HUNG WINDOW,IMPACT N I 5;--�sy OKOKS,FL 34274 LYNUMILL&,P.E, Fic wi/es J.J. Z2"7 I-1 -11 jm�vft4040-20 we FL P.E.#50705 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16"WITH NO CHANGE f—n r---) IN DESIGN PRESSURE. 41 1% 112"NOM. PIX NOM. M. GLASS SITE GLASS BITE .......... ........ EXTERIOR INTERIORr-"> (ALL SECTIONS) v 'PVB"= KURARAY BUTACITE PVBINTERLAYER (80.81 or 82)--' or 83,84 Or 85 SAFI-Ei'PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (70r UID 116"ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 3116*ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS n n r---1 112"NOM. WNOM. 46 GLASS BITE 46 1 GLASS SITE n38 I -� PRODUCt R9VWED as iT 89.90 or 91 li lhftFWda waie.y. A i ti p WN.1 Data j 70 BY UO Ir1i41ni ade cl IIW ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS —.090PVSINTERLAYERL �77.090 PVB INTERLAYER—=3116"ANNEALED OR HEAT STRENGTHENED GLASS 118"ANNEALED OR HEAT STRENGTHENED GLASS —J r— "No 511T LAMINATED 7/16"LAMINATED Ql AIR PACE AIR SPACE • 118'ANNEALED OR TEMPERED GLASS Q iw TEK4PEREo GLASS,& 13116°NOM. 13116-NOM. to.�870v 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAW IG GLASS Wl 7/16"LAMI LuW121f6 6 INTERLAYERNMUFACTURER 1070 TECHNOLOGY DRIVE .......... J.J. fomm �D N0CR4AfGE8THiSsHEeT :30, GLAZING DETAILS N,VENJCE,F04ZI5 H ri JJZ 001/11 alo" CHWOEDCAPGIAW TYPE To TEwMwFRoMHS PO.Box 1529 m3TI—ALUM.SINGLE HUNG WINDOW,IMPACT vAb. -.: ' N 1KOWiJI.34274 _r%,11 172 -4040 A.LA MILLER.P.E. F.K 9WIM15 SH700 -20 P.E.#56705 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH I GLASS TYPE 63" 66" (Ir 70- 72" 74" 76- MEETING RAIL 48" A,B,M +80-0 -80.0 +eo.o -80.0 +eoo -eo.o +80.0 -80.0 +80.0 -eo.o +eo.o 1-80.0 +80.01 -80.0 HIT. 7 Sr- A,S.M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 W, SP 5H 62- A.B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.34-77.3 +75.9 -76.91 �o 63118" A,B,M 1+80.0 -80.0 +80.0 -80A +79.6 -791.61. +78.2 -78.2 +78.9 -76.9 +76.4 -75.4 +74.0 -74.0 UPTO63118" C,D,E,F.G,H,I,J,K,L I+eo.o -80.0 +80.0 -Bo.o +eo.o eo.o +eo.o -80.0 +eo.o -80.0 +eo.o -eo.o +so.-I --o- STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. -I BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 30 318' 'w" 60 518, 1 sy, 72" 74!' - 76" 11 MEETING RAIL 'all A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70,0 +70.0 -70.0 +70.0 -70.0 HT. 1. A,B,M +80.0 -80.0 +80.0 -80.0 480.0 -80.0 +79.9 -79.9 +70.0 70.0 +70.0 -70,0_ +70.0 -70.0 X. H sr. A,B,M +80.0 -80.0!- +80,0 -80.0 +80.0 .80.0 +76.9 -76.9 +70.0 70.0 +68.81 -68.8 +67.6 63118" A,B,M +80.0 -80.0 +60,0 -80.0 +60.0 -60.0 +76.0 -75.0 +68.0 -66.0 46i7l -66,7 +65.6 ST ---- ' UP TO 53118" G.D,E,F,GH.1,J,K,L +80.0 -80,0 +80.0 -80.0 +80,0 -80.0 +60.0 -80.D +70.0 _70.0 +70.0 r-70.0 770.0 750 0] CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W kT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.Wl SASH 16"FLANGED AND 76"INTEGRAL FIN) MINUS ASH wl GLASS TYPE 17110" 1 2211116' 1 283116- 1 33314- 1 396116" 4413116!' 1 6031V' 1 5516116" SHT. 63178" IDE,F,J,K,0&1+80.0_-$O.ol+80.0j -e0.ol+80.0l-80.0l+80-0l -e0ol+70o170.4l+70.0l -70.0i+70.0l -70.01+70.01 -70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE.4. SAySH A.5116-LAMI-(11WA,.090,1187A) FTL4647,4648,4723,4957 B.5116-LAMI-(116-&.090,101-18) FTL4647,4648 C.6/16-LAMI-(11WHS..090.1/8-HS) -FIL-4647,4648 D.7/16-LAMI-(3116-A..090,3116"A) FTL-4645,4885 E.7116-LAM]-3/18^A,.090.311WHS) FTL-4645 PROIDUcrRVISED ns complying with di-Fludd. F.7/16'LAMI-(3116'HS,.090.3116-HS) FTLA645 Building Cod. F N.IS-0 G.13116-LAMI IG-118"T.AIR SPACE,5/16-LAMI-(118-A..090.118'A) FTL4646,4723 1 0 Al Ne 415IC1 , P' H.13111V LAMI IG-118"T,AIR SPACE,6116-LAMI-01WA-090,11WHS) FTL-4646 13Y I. 13116"LAMI IG-1/8"T AIRSPACE,5116"LAMI-(1ff-HS'.0q0'11a-Hs) FTL-4646 J.13/16"LAMI IG-118"T.AIRSPACE,7116-LAM]-(3/16"A,.090,3116-A FTL-4649,4650 vadeftodact .1 JK 13116-LAMI IG-118-T.AIR SPACE,7116-LAMI-(3/16"A_090,3116-HS) FTL-4649,4650,4958 L.13/16-LAMI 10-Iff'T,AIR SPACE,7116-LAMI-(3/167HS,.090.3/16-HS) FTL4649.4650 M.13/16"LAMI IG-118"A,AIR SPACE,5/16'LAM)- 110"A,.090,116-A) FTL-6063 44lz NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 P SF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. N0,68705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. I------ 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 S/W MINIMUM TO 38-MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY MLJ -Z STATIOF L.M. allpim ift"o- E ADD SASH GLASS OPTIONS FOR CUSTOM WEW MNDOM DESIGN PRESSURES ium I&CHNOLODR VC N. J.J. I!0107//t D NO CHANGES 7WS SHEET VENt GY CE.FL34275 7"w joww- ALUM.SINGLE HUNG WINDOW,IMPACT JA 001/11 C CHANGED CAP GIASS rWE TO TOWERED FROM HS P.0.BOX 1529 UaT- - A.'L/Y/Ni MILK P.E. W. 0�--a�vy HOKOMIS.K34274 Vo'sib&Better -I-- P U Fic VII05 J.J. 753�7 � 77. I-NTS 2-20 E FL P.E.#58706 5311W MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 618"MAX.FIXED j — I C C1 DLO(ALL) D ITS-MAX. m 75" L SEE OLD A A I.F.IFIF. C—i 0 HEI DLO HEIGHT TABLE D__J H 'HT SEE HEIGHT HT SEE DLO L76'MAX. TABLE 0 76"1 AX. TABLE 0 76"MAX. FLANGED FLANGED FLANGED Lo 38 116" HEI HT — HEI HT HEIGHT L LE SEE DLO r MAX. (MAXTABLE x x X ASH SEE DLO SEE SEE DLO 8 E ) HE TABLE NOTE4 TABLE f NO E 4 L � 48114"MAX. —VENT DLO(ALL)—i DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) VERTICAL DAYLIGHT 75" 76" OPENING IF. I.F. FIXED LITE SEE DLO HEI 3HT E HEI HT LOW HIGH DETAIL SILL TABLE SEE DLO —SILL 0 TABLE 0 A 34 112" 34 3/16" 76"MAX. 76"MAX. B 41 518" 41'114" 1 FLANGED EEE] FLANGED G 411/4" 40 718" TA HEIGHT HEIGHT D 52 5/8" 5211118" E 52114" 52 5116" PRODUCT REVISED SASH -m-PWngiththcFImWa T_ 20" 20' LOW HIGH Lo SEE OLD TABLE x SASH SEE 0 SASH DETAIL SILL SILL S HEIGHT .—.—L SASH HEIGHT A 34 1/2" 34 3116" 8 27 7116" 27118" M.. C 27 7116" 271/8" DETAIL D DETAIL E D 16 318" '15 314" 1 VIEW(CUSTOM SASH) RADIUS TOP& E 16 318!' 1 15 314" I 11 fill,/ TABLE 5. I VNI'l .� '/,. - ' '441 NOTES: ..o ........ 4 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 58705 3 SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B S C)ARE BASED ON A THREE OVER TWO FORMAT. -IT L.M. 511205 E NO CHANGES THIS SHEET ww. :F: 1070 TECHNOLOGY!DRIVE ELEVATIONS ju 7111CHANGES TWS SHBET N.VENtCE,FL34, R.Wo', "of C I WINDOW, CT 111111110 J.R. N0CMNGW'rHlssHkrr P.O.sox M ZLIM.SINGLE HUNG MILLER,P.E. w IM, NOKOMM�.FL 34274 Vnibly Better -20 E A.LYNN FK_ J.J.J.J� %1=7 1�4 -11 4040 FL P.E.4 68705 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,15.16 —84—— MAK .. ........ 2.710, FIXED LITE DAYLIGHT 26 OPENING z OUTSIDE -MAX.FIXED LITE DAYLIGHT OPENING 25 _MAX.WIDTH 6 SECTION A-A 23 OUTSIDE 1N-f_EdR4LF1N(1JF.)JFRAME SEft5WS_ INSIDE 47 50 MAX, y_ HEIGHT g 2. HIGH OUTSIDE LOW F !"f MAX. VENT 49 48 DAYLIGHT HIGH SIL LOOWw SILL HEAD JAMB OUTSIDE OPENING 68 I.F.FRAME .71 28 if PRODUCTREVISED 63as plying w th the Florida OUTSIDE 21 6 ar 53 2.848' Mi DedePtaluct 2.330' (HIGH SILL) 63 52 (LOW SILL) L SEE NOTE ABOVE 54 64 LYX�......'41, .. .. 67 3 30 ULTRALIFr vi 11 12 ONLY ULTRALIIFT �1,:. No,50705 12 ONLY SECTION C-c SECTION B-B ALTERNATE HIGH SILL RADIUS TOP (LOW SILL SHOWN) (HEAD DETAIL-FLANGED VERSION) R~11, 0,5* awwr 7 jf2115 STATE OF E INO CHANGES THIS SHEET =^77riAto K J.J. ialonit v No N.VENICE.FL34275 I*JAwr �'s.• ........ell 11 Roww. Vw ///,'5'/QNA\� ,\ J.F. JAL HUNG WINDOW,IMPACT I 04101/f, CHANGES THIS SHEET F.O.Box 1629 A. P.E. —Z*W NOKOMIS,FIL 34274 Vislb&Better 6~4� [&-* I I FX �911105 _JTy SH700 Hall 5 m 11 4040-20 E FL P.E.#58705 ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K 2 -i—i65 #8 X 1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL pes X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 708X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X1/2-7/16 LAM 62BVI S10 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 B 4025 SASH STOP(EGRESS)1.125 LONG 612244 68 4050/ IFLANGE FRAME SILL(HIGH SILL) 64050 8 4029 SPIRAL BALANCE,3/8-,5/8',OR 11118" 70 ISILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR S/8" 6BALCVR916 80 A GLASS,5116"LAMI,0/8"A.090 FFVB,118A) I i #8 X.750 PH.PN.SMS 7834M 81 B.GLASS,5116"LAIN,(118-A,090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS 13 1085/1086 SASH TOP GUIDE 42504 63 D.GLASS,711W LAM,(118 A,.090 PVB.I A) 15 1 #8 XI PHILLIPSFLATHEMS.STL 78X1FPAX 84 JE.GLASS,7116"LAM,(1/8"A.090PVB,1/8"HS) 16 1060-1 BALANCE COVER,11116- 6BALCVR670 85 F.GLASS,7116"LAM,(118"HS,480 PV81118,HS 17 4053 SASH STOP COVER 64053 86 G.GLASS,i3116"LANA IG;118-T.AIR SPACE,5116"LAM,(118/{,.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAN IG',1/8-T.AIR SPACE,5/16"LAM,(118"/{,.090 PVB,11WHS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 L GLASS,1311W LAMI 1&1/87 AUR SPACE.5116"LAMS,(1/8"HS,.090 PVB,11WHS) 21 4054C FV(ED MEETING RAIL 64054C 89 J.GLASS.13/16"LAMI IG;U8"P,AUR SPACE,7116"LAMI,(31WA.090 PVB,3116'A) 23 4006C SASH TOP RAIL 64008 90 K.GLASS,13/16"LANK IG;1/8"T,AIR SPACE,7116"Lm, 3116"A,.090 PVB,3/16"HS) 25 1235 VZTP.„170 X.270 BAiCK,FIN SEAL 67616G 91 L.GLASS, LAM IG;1/8"T,AIR SPACE,7/16”LAM,3/16"HS,.090 PV3,3116"HS) 26 1096 SWEEP LATCH 71098 92 M.GLASS,13/16"LAAM IG,1/8 A AIR SPACE,5/16"LAW(118-A,.090 PVB,1 27 1016 #8 X.625 PH.FL.SMS 7858 2.878--- 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTR,BULB VINYL 6TP249 2.784 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH—FACE GUIDE 42501 35 1622 LAR SETTINGBLOCK 3/32"X25184"X1" 71622K 3.'55 36 1052 LAM IGSETTING BLOCKI"X314"X1116" 71052K 19 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062—+— �-T 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5/16 LAU GLASS. 640398 �FRAME,I.F.HEAD 42 40446 GLAZING BEAD,5116 LAM W/GRILL KIT 844703 47 #4071A,6063-76 44 4222A GLAZING BEAD,7116"LA MI 64222 48 FLAME,I.F.LOW SILL 5 4 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 #4072/,6063 T6 46 4067 GLAZING BEAD,13/`16"LAMI I.G. 64067 2 I'RODUCf REVISED 47 4071/ FRAME,I.F.HEAD 64071 a rnu plying with8 eFGulde 48 4072A FRAME,I.F.LOW SILL 64072 2.374 Hulding Code 49 dp73A FRAME,I.F.HIGH SILL 64073 A�emtion Data) 9q.O16 50 4074B IFRAME,I.F.JAMB 64074 52 4009 SILL LATCHEGRESS LOWSILL 6y ( ) 764009 .062 NOM Minml adeProductConW 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS d 7t 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2 1 55 1014 SCREEN FRAME(HOR.&VER.) 61014 1 .062 NOM 56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEY VV/OUTRINGS 71631 ``�q`3.CENs f/QFP�r 58 1073 SCREEN SPRING 7CASP : 59 1624 SCREEN SPLINE-.135 D!A FOAUN 61824K 50 FRAME,I.F.JAMB =:c No.53705 FRAME,I.F.HIGH SILL #40748,6063-T6 _ #4073A,6063-T6 (USED AS RADIUS TOP HEAD) -'O LM 6A1?/16 RAE NO CHANGES THIS SHEET ° e�Q�•.. S7 ATETG---/OF 1070 TECHNOLOGY ORI4E PARTS LIST ..�.,,,, .,.___.. %�(c,'• coato�.•''1c. Jd 1Arti7/11 O NO CHANGES 7H7SSNEET N VENICE.FL34DRI rt ,."9/ON ,s Z er o-t n.wmx F tS /O �,t. JR, 001/11 O CNANGEDCAP GIASSTYPE TOTSWEREOFROMHS P.O.BOX 1520 -- AlUM.SINGLSI�UNGWfNDOW,IMPACT AA,, ALL„t� --BY. 0e- o”- NOKOMIS.FL 34274 VAslbly Berrer' suir aib °r'°°�'' + A.LYNI!J I SLUR,P.E. F.Ic 911105 J.J. ZAZY07 311700 NTS 8 a 1 i 4040.20 E FL P.E.#68705 LF.FRAME SEALANT ALONG ENTIRE JOINT I or 47 2 I.F.FRAME 2.784 1 —I I ,062 062- 2.830 2.330 1..63 062& = 1— 6 or 50 FLANGE FRAME HEAD #4002A 6063-T6 784 —1.749— FLANGE FRAME SILL (LOW) WELD G) #40030,6063-T6 6 or 50 ALONG SCREW SEALANT OR GASKET BOSS(2) AT HEAD AND L 21.7 10 f--1.613--jfm .062- -j:Z•=11J2A90 r-.040 I I �-1.451--IT VIEW D-D VIEW E-E I &VIEW HEAD&SILL.RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) 0 SASH STOP 17 SASH COVER — FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4025.6063-T5 #4053,6063-T5 050 #4004,6063-TS I (USED AS RADIUS TOP HEAD) 1.165 .678 v 1.096 1.342 2.279 —2.326----1 27-1,349 .062 GLAZING BEAD,5/16" vnpr---1 I I 1 8 #40395,6063-T5 .0621 1.979 :.062 SASH SIDE RAIL .062 31 #4008,6063-TS 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6,& #4006C,6063HS-T6 #4007,6063-T5 .050—&— 050 PRODUCT REVISED —T om GLAZING BEAD,5116" P'y'r'g7RhftF'0&` Co e.6748 #4044B.6063-T5 'A P-8 co No 15-0 016 2.326---1 1.096 (USED Wl GRILL KIT) .062-j— I 2.946 44 GLAZING BEAD 7/16" P.'. 3.446 #4222,6063-T5 2638 .683 !E-.050 062 ILI .678 T—i i 1.097 .LYN 46 GLAZING BEAD,13/16" ... IG -' .,. IF-2.784--� #4067,6003-T5 ' 69 FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" - *. No.56705 #4050A,6063-T6 #4051A,6063-T5 #NBC,6063-T5 (USED WI GRILL KIT) p.dd-. % f LM. 5112!15 E NO THIS SHEET -Q ST TE or 7AIL ti 100TECHNOLOGY EXMUSIONS FRAME CORNER DE 0 NO CHANGES THIS SHEET N.VENICE.FL 3420715'p*�E NAI 1.14— ALUM.SINGLE HUNG WINDOW,IMPACT fl� . J.2 tW/Ot/11 C NO CHANGES THIS SHEET' P.O.Bqxlm L MIL R,P.E. NOKOMIS,Ft.34274 l4sibly Better A. 11 L� —17' 1�07 SH700 Nelf 7 11 11,4040.20 E FL P.E.#58705 BT ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: - WINDOW HEIGHT 1. ANCHOR TYPES: 1-114'ELCO TAPCONS ELCO SUBSTRATE:----- 28,603 1 34.603 1 40.603 1 46.603 52.603 68.603 64.603 76.000 3-#1 2-112 SCREWS SS4 CRETE-FLEX WS ANCHOR TYPE: ama 0 ()"o 1 0 0 2.ANCHOR LOCATIONS ME BASED ONTHE Z m o C4 Z Z co 0 Z_Z WINDOW1 dijos— 0 0 0 0 0 cq 0 0 of 0 0 FOLLOWING DIMENSIONS. z z m - z 01--.0-a z-0 a 0 i- C,f 0 0,40�N 'C'ro m -z C-1 zo IN 0 0 0 0 8 8 0 0 r> 0 HEAD-18 112"MAX.FROM TOP CORNERS WIDTH TYPE 1 00--O'Z3 la 0;1- I- I JAMBS-171/1"MAX.FROM TOP CORNERS `IV'MAX.FROM BOTTOM CORNERS '12 '2 -1 2Li �Li jl[��jj jj� 2121'2 2 2 2 2 ij-2 2 2 21 212if 212 2 12 212�� 19.125 i12 WMAX.BELOW MTG.RAIL I SILL-ANCHORS NOT REQUIRED ARM - .11- r-...I.--.. 11 -1-1 1 1--I.-' - 3.INSTALL PER'ME ADJACENT TABLE ANCHOR - 2 1 21 il- 1- - 2-fi'�l"i 'il'2- i12 2121-21 12222 3 l 1 1 '1*')' 11-2- f 1— 1 2 1 1 1 2 2 2 2 2 2 21'*2' 2 21 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 12J3 ij-� 2f2 3 3 1 1 121 1 2 F2 21-2 2'121il'222222223222223' ] '-1 24.000 1'j 121 i 2'-2' - ,-j 1 -2'1�1- NOTE 2. 1 1 1 1 1 1 1 1 4 1 t 1 1 1 1 1 1 1 1 4-TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B'm E FLANG D WINDOWS.INTEGRAL FIN DIMENSIONS -1' 2 13 ARE v LESS. 1-2 2-.2'2 Fi 212 21 2 2 2 2 2 21'2 213 21 2 2 1i 2 3 21 12[3 313 21213 112 111 112 11'� 112 2 111� il'I I C,D,E,F,G, I l_I i I - I 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 2 1 1 32.000 112 21i 21*3Ili - - 3 2 3 2 2 - 1-i 2-f-i - -il 2 3[i'31 3-1"21-513 5.DESIGN PRESSURE LIMITATIONS: H,I,J.K.L 1"l 21 �12 il 311,12 �j I I fl 213 2 3 2 31 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AB,M MUM DESIGN PRESSURE WITH THE 112 2 2'�li 112 212 if-31 i[2. 213-1 2. 13'.'2-1 il.2.1 3-2-13-'il-2- 'il-3-3l3-2-1 i -3['3* 413.1-2 i 13'if 4 'i 1-3 '4f 4' OMFAANCHORS SHOWN IN BOLD. OTHERWISE,THQUANTITYE C,D,E,F,G, 1 1 1 1 2 1 1 2 1 2 2 1 2 2 2 1 2 1 2 2 1 2 MAXIMUM DESIGN PRESSURE FOR THE 2 2 122323222323222323232133423'[' *1 1' 11 - l' 'f11 , 33343334353344 1' ' . l _ -. - 1 .-- RESPECTIVE SIZE 37.000 HkJ,KL ji k - - 1I ' l . rf AB,M1 2 1 1 2 1 2 2 1 2 2 1 2 j. 2 1 2 'I1 1 _..I 1 1_ 1. 2j..' 1 2 AND GLASS TYPE IS 1_ 1-] 1 22122223122323222323222323232334233343334353344 '] 1' 1- -- 111 -1 . 1. 1 - 1 - 1j . l' -1'3 1.1AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 �- - - 3344153344- ji% ' J '- l` 315 31 40.000 HtJKL 2F! 111 222232221323222323232324233j j' 1' 1 '1 1 ABN -,2� 2 2 1-2- 2 2 _._2i 2 2 2 2 2 2 2 2 2 2" 2 . 2 1 2 1 2 3 I - -- - - --I' jr�-1-21-ij-31'4-'ri iji 31 1'�*1-61--fi I-1-4 2 i12 2[3 -21-i-2-13' 2' '3- -2 2 3 2 $ 2 3 2 3 3 4 3 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 1 2 1 2 1 2 2 2 2 2 2 23334213333423343533344-" -.-- 3 4 MAX.PSF 44.000 H,IJ,KL 272 3 2 3 3 214121 i I 1 : ' ' - '[-1 - ' 1" "1'' I (DP LIMITED) 118 mowcruvistm 2 2 2 2 2 1 2 2 1 2 -F2 2 2 E2 2 2 2 ..2 1 2 1 2 2 2 3 HEAD 2 ascomplying.ithftRodda 2T2 2l 2' 2'12" 21 12121�ifi 2 4 i i i 3 1.4 213 1.3 314121'31-314'315 3� 4 4 416 2 'C — JAMB ABOVE 3 :NVLdP M,'S 61 '�a PSF 79 79 - MTG.RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 2 2 Y� _F I- - I. 1:. ?. - JAUS BELOW m 2 2 T22��2L3 31 14 '1 4 3 -' 3 3'-'-[*- 1 1 1 4 6 3 4 5 NrG.RAIL 48.000 H.1,JK.L 2 F21 i ji 31� 21 4 3 2 3 3 6 3 4 3,5 I 2 2 2 2 2 2 21212 2 2 2 2 2 2 2 2 2 3 2 2 32 2 222222232223342333342334342334 ABN - iI il- I_ il" _5 j 2 2]2f2-2T2 21'3 212' �1� 4 3 3 3 3-14 24 3' *3'**14 3'14' 213 'i[4 5 313' 3'14 3'15 31'3 41 4 ji 4 jj5 (FULL DP) "\It,11 I'll, PSF 72 79 79 HEAD 2 Ai ty Wq 4f, 0 '" '�a ......... Ize r-,D,E,F,G, 2 2 JAMB ABOVE 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 2 3 2F 3 454634561- - RAI 53.125 2 3 2'1 3 4 4 iji i[4 3 1'5 3 3 4 4 416 " M MAKI. i M.RAI No.58705 12 i a JAMB BELOW 2 2. 2 2 2*2 2 2 2 2 2 3 2 2 3 2 2 1_3 2 2 1 3 2 3 LO 1'5 313-1414- 41 hLi� MTG.RAIL 7- ABM 2FRi2 2 2 2 F3 -2-1.2-213-13 1'4.213 3l 4 'il'42'1 i,-ij 41 i 1'4' 3h 3 5, j 59- 4'16-.-3 1*4' 4[� tom. ��5r 5112fis E No NGESTHIS SHEST A I- R.Witp: — - 11070 — GE SPACING, 1/1 WINDOWS Z. mom 1 0 NO CHANGES THIS SHEET N VENICE,FL34276 ...... W;-�bjr �-w -- - A�U�.SINGLE HUNG WINDOW,IMPACT /'3'/ONAk .W. 04101111 C NO CHANGES THIS SHEET PA Box IR9 ir-�vr a-UdOY 0� NOKOM19.FL 34274 Visibly Better A.AhMILk"P"E. FIC 0%)2.9105 J.J. 2a"7 NTS 1-8 11 1 4040-20 FL P.E.#58705 Lk—m _j ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE6. ANCHORAGE NOTES: , 1. ANCHOR TYPES: 1-1/4'ELCOTAPCONS WINDOW HEIGHT 2-114"ELCO,SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44,655 62.155 1 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE.-- a u o n 0 0 0 0 0 11 0 0 0 () 0 a 0 01 CIAO' 0 Mz zm0 z Zc!0Z_Z.�0 z-Zcqo z MID z z V)0 - , Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW1 GLASS 40 CN15-5 N C4 - c� 0 Orl N - c! N - cq Z Z 0 z- 0 0 0 0 0 0 cl 0 0(1 0 0 FOLLOWING DIMENSIONS: 0 0 0 () 0 () 0 WIDTH TYPE HEAD-18112"MAX.FROM TOP CORNERS C.D,E,F.G, JAMBS-17112'MAX.FROM TOP CORNERS 15"MAX.FROM BOTTOM CORNERS 19,125 H,I.J�KL [i 2'11 212 '211 222222222222222222223222323222 1 - ' f1' l' f jj- Ij1� jfiA2 6MA)C BELOW MTG.RAIL A,B,M - ' - - , - - IE - - - - 4 SILL-ANCHORS NOT REQUIRED jR ,Ij fl1 ifilildili 2ri 21 2 i ili 2 i il� i i1i i[2 212 31"''1 3.INSTALL PER THE ADJACENT TAB LE ANCHOR PSF 79 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C.D.E.F,G, I 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. -f ' I f' 1 . 24.000 HjFjTj,J,K,L _j[j jh 2 1 21*2 4 2T2 i'ili 12 �ji 21-il2*123ij21 i i 2 1 1-2 ij'� i1i ili - - 1- i[i 2 � 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 2 2 2 i[2 21 2 21212121212 if i 31 i 2'1.i 3.12 3 1-2*'i I 2'3 1'2' ARE V LESS. 1 12 10"1 i1i i1i if- PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C.D,:E,F.G, 1I 1 1 1 1 1 1. 2 1 1 2 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A J . 1 ,;E L 1 1 j222222232222332233333233332233433243433243I�l I BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J.K,L I I j 71TI . , '* 11' 1' j 'fjj ' , lj' 1 lflI' MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 2 1 1 1 OF ANCHORS SHOWN IN SOLD.OTHERWISE,THE �Fi_j 'ilfl_ijiliii if T if-3 f 'if i'i fi i 3 3 '�3Li A,B,M 1 1 41 i i 1 2 MAXIMUM DESIGN P 59 1 67 79 PRESSURE FOR THE F_ " RESPECTIVE SIZE �D I-'F.:G, 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 1 2 1 2 AND GLASS TYPE IS -41 41�_�14'3'[i iTil3 - 'il ifi 31 ij_� 314 �fl2l 312 i 4432AVAILABLE.�� 1 " 1 37.00( :K L 1 1* 1 F1 2 F2 2 2Ti ild A,B,M 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 1 2 1 2 2 1 1 2 2 1 2 ' 1 _ 1 11 1 l 1 1 i I i -ITI 2H2 212121 21i ij if 3' i 3 313 4 31 3 i i 2 3 41413W4Li 4 i 4 131 PSF j 54 179 62 791 C,D,E,F'G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 1 40.000 Hjj,K,L. -1 F1-1 F1 -1 F1 -2 F2 2-filil'i]2-1,3, 22 3 1 -3 1-3 313 ifil 1-3,*41'3' 3 31i 4 "4j 31-34 3 41_4']ja.!�� ABM 2 -2 2 2 2 1 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 III III 111 212'il i 21-2 2 '3 2**2 TABLE KEY. PSF 49 79 56 79_ 79 MAX PSF C,D,E,r-,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T i2 -1 ]1 4� jiji� J_i[42 44.000 KI.J.K,L 4 41 1. 1. 2 142 3 -3 5-141 (DP LIMITED) 117 PRODUCT REVISED IT,I I F1 ITI 2F2_212[2 2 3*13 1'2 i 3 4 2 3 'i 344313 1 ''4[4 'ij HEAD 3 as coarplying.1th tho Florida 2 2 2 2 ,2 2 1 2 1 2 """ `d' A,B,M 2 2 2 2 2 2 2 2 1 2 2 1 2 1 2 2 2 2 2 'A - - W-21212 212 i13 212 3 F3*�14 jLg2j� 4141 i I i 141 14 31 i 413'14'14-1 j 13 1 414�3]i 5 f III I F1 111 2 41 JOAMAS AS O\VWIE 3 r%Dzl PS 46 74 51 741 79 79 MTG.RAIL C,D,E,F,G. 2 2 2 _2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAM BELOW ad._4...Coo, 2 ��12_ AiJ4 31 * 'i 4(4 i13 41-4 4J�13 ii 1 41,4 '41� '�j 3 5 14 tI*14-41i i14 MTG.RAI 12 2 48.000 H,LJ,K,L 1 F, 1 1 -1T1 12 3T3 12 if 3-1'3' A181M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2 2 - 'i-21-2-31-3 T� 41_4 4j4 3 2ij 4 2 4 4 4 -4 3 4. i ik (FULL DP)F"7 11 F-1 Fi -M-272 f _�li il'i Fil 4 �j i'i f-i 'if 4 _1 "1 1- 11- "i[A`kL4�L "', PSF 41 67 46 67 76 79 HEAD.�% C,D.E.F,G, 2 2 2 2 2 2 3 2 2 3 JAIVB ABOVE 2 3 4 2 3 4 3 74 2 )iw 1 2 1 L 1 1 67 i% MTG.RAIL 53.125 - lil� 2F2h-3 I No.58705 -ii-I 171 1T,I T22 3 3 ji 3 14 31� 414jiJ4 i13 '414 414 313 4 515 413 614'1515 '�J� 2 2 2 ' 1 2 1 1 1 2_ 2 3 2 3 1 3 2 313 2 2 3 2 1 3 1 3 2 3 JAMB BELOW �L4 � i 4141414,i[3!4 4 3 414 61� 4131�141514,4L��U4 --�7 A,B,M - - MTG.RAIL I F1 iT1 -2 d2 2 1 2[12ht3i 313 3[31 - 3- C) Ir r /j,155� �1 Ir Lu 611Z115 6 NO CHANCES THIS SHEET ftww. 1070 TECHNOLOGY ORWE 0- ANCHORAGE SPACING,STANDARD VIEW J.j. 1=7111 0 NO CHMGES MS SHEEr K VENICE.Fl.34275 ly ....... )NAL 001111 C ADDDPMAXVdHFIREANCHOROTYISRESTMCTEDBYSIZF- P.O.Box 1529 Inxx ALUM,SINGLE HUNG WINDOW,IMPACT am-W. 0.1bd0r 0A NOKOM16,Fl.34274 migy Better A.LY`N1h,mILLvR,,P.E. F.K. 71=105 J.J. 2 NTS1 9 -11 1' 4040.20_ 1 FL P.E.#68705 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS).CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. 1.ANCHOR TYPES: 1-1/4'ELCO TAPCONS SUBSTRATE: 17.125 22668 28.211 1 33.754 1 39.296 44.039 50.382 55.925 2- "ELCOSS4 RETE-FLEX ANCHORTYPEo 0 U a 0 U a 0 0 a 0 0 a 0 U a 0 0 a 0 C3 a U a 3-#12 SCREWS O z_z 0 z Q)O,Z- coo z zmolz z NZ-Zocqz-zco 2.ANGKOR LOCATIONS ARE BASED ON THE FOLLOVIIIING WINDOW GLASS cr 0 0 cq 0 0 a 0 Zof C'I 0 0(4 ,0 ocl Oo 00o 1 o"Z-OZ DIMENSIONS: WIDTH TYPE 01 (3 al 0 C.) 0 U 0 HEAD-18112"MAX.FROM CORNERS 19.125 DE,F,J, 1 1JAMBS-17112"MAX.FROM TOP CORNERS K 2 2 2 i _j ---2 2 2 3 2. 3 .3 -2 3 3 3 3 ,L 11112'MAX ABOVE THE MEETING RAIL 6"MAX BELOW MTG.RAIL 24.000 D.E.FA 15"MAX FROM BOTTOM CORNERS 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 KJ- I 'i -T" 2 2- 2 --- SILL-ANCHORS NOT REQUIRED 32.000 D.E,FA 1 1 1, 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 3-DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 6 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L I 1 1 2±2 3 1 2 1 3 3 3' 3- 2 1 3 4 4 4 6 3 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR PSF 79, 1 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 DEXA I I 1_ 2 1 2 2 1. 2 1 2 1 1-2- 2- 1_1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM MEW ,- . 5 6 -6- WINDOWS ARE`12 51V MIN.TO 38-MAX K,L 1 j 1 —2 'S- 2 -3 3 4 3 1 3 1 3 4 3 1 4 4 4 4 PSF - S.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 79 79 79 791 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 *&.E.FA 2 2 2 2 2 2 -2 1.2, 2 .2 2 2 2 .1-2 2 2� 3 1"LESS. K,L -j- "-1 1 —2 _ 2 3 •3 3 4 i "4' 4 3 4 4 3 5 4 4 5 5 4 1 B 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 1 77 79 1 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D.E,F,J, 2 2 2 2 2 2 22 2 2 2 21 F 2 2 GN PRESSURE WITH THE QUANTITY OF ANCHORS .1 '. . ] DESIGN K.L1 1 1 2 2 2 3 3 3 4 q -4 4 1 3 1 5 4 3" 5 5 4 5 5 4 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 1 79 79 71 79 73 76 PRESSURE FOR THE 48.000 FE-F-.J.—2 2 2 2 2 2 2 2 2 3 3 RESPECTIVE SIZE AND 2 2 2 2 2 2. 2 2 GLASS TYPE IS -4 '6 4 i.1 -6 6 6 AVAILABLE. K,L 1 1 2 2 2 3 3 6" -5 4 6 6 '4' PSF 71 79 531215 0 1 " v w " 6 1 69 9 TABLE 7.KEY: E,F,J 2 2 2 2 2 2 3 .2. 2 3 T 1. 2 1. 3] , - _J. 3 3 K,L - -4 NM PSF (DP UWED)l 112 ANCHOR QUANTITIES AT JAMBS,BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAW ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE 2776 1 15.776 18.776 21.776 1 24.776 27.776 30.776 31.106 F ANCHOR TYPE i'a 0 a (FULL Dp NZ 00', cl.-z - 811,,-1— g-1 ti olz_ zmo � z z HEAL 2 z Z' o z - zqo � 2- 02 'oo z z WINDOW C4 0 0 eq a 0 eq WIDTH 0 0 0 I I JAMB ABOVE 4 PRODUCT REVISED I - A ? 8 8 8 8 �f2 IV '�§1 fl 19.126 1 1 1 2 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 —2 2 2 2 2 2 MTG.RAIL �plyinswithawFwda 24.000 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 —3 2 2 3 2 co" - - ""'i", "o 32=0 2 1 2 2 2 1 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 TABLE 8.KEY: Is. 2 1 2 2 T-2 -3 T-27—3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 MAX.PSF 2 2 2 2- 2 2 3 2 3 1 2 1 3 3 313 -4-F-37-3- 4 3 4 (DP UNITED) 1-12 44,000 68 78 JAMB BELOW 1 2 1 \`W( LYNIV If, 2 2 2 2 2 2 1 3 3 175�3 4 T-3 T-3 4 1 3 1 4 --S—T--3—F—4 WG.RAIL .......... yz�' CIN 48.000 63 72 79 1 1 3 --1-3-14 -4-1 — 2 2 2 2 2 2 3 2 W3 4 _L3 F 3 4 (FULL DIP 73 58 66 72 1 JAMB BELOW 53125 " L2 3 3 1 3 4 1 3 4' 3 5 MTG.RAIL L2 �7 x 1�55' STATE OF - 4 Lm. 6112,15 jERW -- GE SPACING,CUSTOM VIEW - 1070 TECHNOLOGY ANCHORA C<',`-•f"40RIE)II \5 J.J. 107/11 0 NO CHANGES THIS SHECT N.VENICE,FL 34275 ---AY— ALUM.SINGLE HUNG WINDOW,IMPACT J.R. awl/11 0 C~Es 770S SHEET P.O.BOX 1528 mgr 10-vwb A.L4NMMILP.E. Vl ur- ods NOKOMIS.,FL34274 Visibly Bemr 7 o—Zil 0�' d 11 4040-20 E F.K. /ZSW 2a"? NTS 1 10 FL REM 58705 EXTERIOR INTERIOR NOTES: I T 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY L HEAD AND SILL APPROVED 1/4'r:LCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM i L DETAILS)AlL�)' WOOD ANCHOR 1-314"MIN.EDGE- CONCRETE ANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1314". C {SEE NOTE I&3) 2X WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) 1'MIN,EDGE 114'SS4 CRETE-FLEX, 135 KS1 MIN, 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMAT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE CONCRETE 1318"MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1112". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE -1-3/4"MIN..1/4'CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL lx 13/$' WOOD BUCKMIN1 1!2"THICK OR GREATER, INSTALLATION TOTHE SUBSTRATE OF WOOD BUCKS TO BE —r. . ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE N 5.FOR ATTACHMENT TO ALUMINUM.THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4"l 6063-T5 AND A MINIMUM OF 116*THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX ,7,,4r .�T OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT wlAX. SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS,THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B HIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS,FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE llw 1318" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, MIN. MIN. IW MAX.SHIM 1/d"MAX.SHIM 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3/4"MIN EDGE 1"MIN.EDGE EDITION. i R-ill CONCRETE ANCHOR, I WOOD ANCHOR, PH BELOW MEETING FH BELOW MEETING RAIL(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 101 .7. 3,35 KSI MIN.CONCRETE INTERIOR OR1.5KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR Ix BUCK OPTIONAL WITH SOLID CONCRETE WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) A (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/14r" 518'MIN.EDGE 2-11W EMBEDMENT- MAX SHIM 1/4" ODD FRAME MAX PRODUCT REV]$M- -WOOD FRAME SHIM aswmplyivgWthth.FIorWa Building CO& S1r MIN.EDGE Ampmu.No .131'DIA.M[N. E"pirali.nDmc&95191 W121 *2x -1/2" x 2 iW NAIL. .131"DIA.MIN. 2 EMI IEDM AT CORNERS x 2112'NAIL, AND 5'O.C. 4A.".�1-16' AT CORNERS dl WOOD FRAME AND 6*O.G. 516MIN.EDGE 131"DIA.MIN. LYN 1/4' 2112"NAIL, MAX AT CORNERS SHIM .-1-2 lf2'rMBEDMENT k,%CEN AND 6"O.C. _%OEN DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) 1110.58705 TYPICAL INTEGRAL FIN ANCHORAGE -7 tivis =E ICORRWTSUCKNOTEREAfOVES--C7tON20M.6.4REF, 11070 TECHNOLOGY DRIVE ......ORAGE DETAILS -�S FCTE OF -z' .4�jtavwfi —bjN0C~ESTutssHEsr N.VENICE FL 34275 HUNG P.O�BOX 1529 JA Ml�mowl D--Vr, ow. a.*. NOXOMI�.FL3W4 J.R. 1"4040-20 1' A•L n-;-E- W ALUM.SINGLE IMPACT if.' 1001/11 THIS SHEer PIC Alf/05 11 -11 Rpt FTZ Ead JUN 2 8 2016 MIAMI- p►DE PEWv11TTJ,\1` MIAMI-DADE COUNTY St. Lucie County, FL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance put-poses. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 1 l of 11, dated 02/28/06, with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The. NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. ff any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.09 Cs HUM11UNTY Expiration Date: December 21,2021 Approval Date:.July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 070815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC; TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC; TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1;TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.*06-0405.06) Manuel P re ,P.E. Product Control miner NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: Jury 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc, for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NDA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. N"d&k�. Manuel P e ,P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090""PVB'INTERLAYER. ® Or SAFLEX PV8 INTERLAYER BY B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. EASTMAN CHEMICAL COMPANY C.511W LAM]CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. D.7116'LAM[CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. NOA DRAWING MAP F.7118'LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. SHEET G.13!16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090--PVB-INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 318'AIR SPACE AND 5/16'LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 1.13116"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 3/8'AIR SPACE AND 5/18'LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'-PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............6 J.13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,3/16'OR 1/4"AIR SPACE AND 7/16'LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A.090"'PVB"INTERLAYER. K.13/16"LAMI IG:(1)LITE OF 118"OR 3/16'ANNEALED(MIN.)GLASS,3116'OR 1/4'AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. L.13116"LAMI IG:(1)LITE OF 118'OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. 2.CONFIGURATIONS:OX,XO.XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. pF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCrREVISED m w.plyiag with the Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. building Cads . Acttpteace No ( � �` Ex imuon Date 4 7.REFERENCES:TEST REPORTS FTL-4858,FTLA859 AND FTL-5330. ELCO TEXTRON NOA'S Dv © ANSUAF&PA NDS FOR WOOD CONSTRUCTION M. toduct Con ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHZ). ���V X.YNN A 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ``���.•�`�ENsg �FR'% i —•it i No.00705 STATE LU 04115 F` 5ME0M0N 0!I FBCUPDATE P .r. GENERAL NOTES O e. 4oloTECNNO�DcvowvE n. ��`,''•.FLORID.•'��CD� J.L 11V17111 E FBC2D10 CODE CHANGE N.VENICE.FL 34276 ""• :1: ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ''%,SS/ON�L J.R. L awif D ADDED 10 CAP TO BE +WFTNOTE. P.O.Bgxt5za NOKOMIS,FL34274 Visibly Better o.r xeer• I—NTS � u..satiu �"' ALdMtlIL�FI.�.&. K 22 W m HR71D N NTS 1, ff 4727-10 F REM 'PVB' KURARAY BUTACIT PVBINTERLAYER 0 or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY EXTERIOR INTERIO 1/2"NOM. 112"NOM. a INTERIOR E!"> GLASS BITE 55 GLASS BITE (AL1 SECTIONS) 51 60,61,62 51 63,64,65 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 112"NOM. 1/2°NOM. 59 GLASS BITE 59 GLASS BITE 52 52 PRODUCTREVISED 66,67,68,69,70,71m complying wllh the FWda 72,73,74,75,76,77 Eailding Cade Aeeeytance No IS-0 Iq•aq 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS Im11m�Data 2oZl .090 PVB INTERLAYER .090 PVB INTERLAYER Ey 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Miam' edc oducr C n 5116'LAMINATED 7116'LAMINATED 5116"OR 3/8'AIR SPACE 3116"OR 1/4"AIR SPACE 118"OR 3116"ANNEALED OR TEMPERED GLASS Qp 118'or 3116"ANNEALED OR TEMPERED GLASS Qp 13116'NOM. 13118'NOM. I H 13/16"LAMI IG GLASS W/7/16"LAMI �.�`� y LYidN (f/ 13/16"LAMI IG GLASS W/5/16"LAMI ��ErisF'��Ff' P.. v tc' w.s8705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALE.HAVE A TEMPERED I.G.GLASS CHAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. R; LJLL 6N4/1S R'N— REVISED INTERLAYER MANUFACTURER STATE a„riam 1070 TECHNOLOGY DRIVE GLAZING DETAILS 'UT,t -.FCORWP•''\(9 J.J. 1QH7/i1 E NOCfIANQETHISSHEET N.VENICE.FL36275 T� ��i � JA eno/1f D ADDED IOCAP TOBETEMPFJTED +9oFTNOTE P.0.80X 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '��1,'�1/'OhIA�- ` V_W.a,�, Owe NOKOMIS,FL 36276 VLrlfily Bet4r o.6.fcds rre N' �" A LYNrS I�1I ILLE�P.E FK 1118A18 J.J. 92M7B famD FUIi 2 11 4127-10 F PX 9 58705 TABLE 1. XOX(1/4,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60 6/8" 54" 60" 83" PON". A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 50.0 +60.0 t 50.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 A,B,G,H +60.0 50.0 +60.0 -60.0 +60.01 -60.0 +60.0 50.0 +60.0 1 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -66.2 FOR INSTALLATION IN A,B,G,H +60.0 50.0 +60.0 j -60.0 +60.0 ; 60.0 +60.0 60.0 +60.0i 50.0 +60.0 $0.0 +55,2 -55.2 +52.3 ; -52.3 THE HVHZABOVE 30 A,BG,H +60.0 50.0 +60.0 -60.0 +60.0 60.0 +60.0 50.0 +60.0 -60,0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 FT•GLASS TYPES GL SHALL HAVE A AB,G,H +60.0 60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.6 -59.5 +53.6 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP C,I +60.0 �O.O AND ANCHOR D,E,F, QUANTNGED.�ITY N J,K,L +75A -75A TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/18" G,H 1 ; -60.0 +60.0 TO 86 7116" D,E,F, +75.0 -75.0 JKL TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 ` -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 , -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +74.2 I -74.2 +70.2 1 -70.2 72" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.011 75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +69.6 t 69.6 +65.2 1 -652 PesKwmp�y g n0,1tw Flsmlorida 74" A,B,G,H +75.0 75.0 +75.0 1 -75.0 +75.0 I -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -6 1 +63.81 63.8 AIl 0ttdP °N 1rj�Og�pq) i 'intron Dale 2 UP TO 74" C,D,E,F, +76.0 1 -75.0 t I,J,K,L Dr Mian' cProduct n GLASS TYPES:TEST REPORT FTLA858(XOX),FTL4859(OX&XO)AND FTL5330 A.5/16"LAMI-(1/8"A,.090,118"A) G.13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A..090,1/8"HS) H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(118"HS,.090,1/8"HS) I. 13/16"LAMI IG-1/e"OR 3/16"A(MIN.),5/16"QR 318"AIRSPACE,5/16"LAMI-(1/8"HS,.090,1!8"HS) `\��,\pN LYNN MiC�C D.7/16"LAMI-(3116"A,.090,3/16"A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"'LAMI-(3/16"A,.090,3116"A) Q �� E.7/16"LAW-(3/16"A,.090.3/16P HS) K.13/16"LAW IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16' LAMI-(3(16'A,.090,3/16"HS) = zt: No.solos F.7/16"LAMI-(3/16"HS,.090,3/16"HS) 1L.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16'HS,.090,VIT HS) - �+-'�-- e,e ar: ant"c 7 ;i 15- Lu; LAE 6/14115 F NOCHANGETHISSH er '. STA E F tofoTECHNOLODYMNE DESIGN PRESSURES :fit '•.• J.J. WIWI E NO CHANGE TWS SHEET N.VENiCE.FL34 .,,(OR\D•,.•`G JA 5nw11 v`ADDEDIGCAPTOBETL3MPEREDOWFTNOTE P.O.BOX15m ALUM.HORIZONTAL ROLLER NDOW,IMPACT %,�c5y0 AL��,. A; Om: Cep , NOKOMIS,FL=74 V1s1bb Batter A LY�Nl��{ 70FAl'•E. FJG 2122/05 J.J. 3/13/06 HR710 NTS 3 m 11 4927-10 F P.�. 705 27 3/8" 27 27 MAX.DLO 545116'MAX.DLO FIXED MAX.DL DLO MAX.DLO r VENT VENT FIXED D D - — — — — — —-`�•=_ may — — — — — — B B B B X O X X_ — _ �j-. 110"MAX.WIDTH I.F.FRAME �iI _ 65 7/16"MAX.WIDTH I.F.FRAME—� ---111"MAX.WIDTH FLANGE FRAME 6 7116'MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16°MAX. 33 9/16"MAX. 1,SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED C DLO VENT i 63"MAX. SEALANT OR GASKET — — — FLANGE III A I A FRAME ALL 66" CONFIG. 57 3/6" / / MAX. LOA / / PRODUCC REVISED DLO ALL I DLO ALL I.F.FRAME urnmplyingwilhthaFtodda FIXED VATS Building OO oq 62'MAX. Aaephn-No 5 O �Zo21 LITES I.F.FRAME Expirniian Date O X ALL B CONFIG. NLeml P�Odud I :9! FRAME IV C � 73"MAX.WIDTH I.F.FRAME \` � vCEIISE FQ VIEW D-D F--74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) N°'S67os DETAIL A-OX OR XO Ir L.M. VAL 6714116 n F NO CHANGE THIS SHEET %��'•, STATE OF ` 1070 TECHNOLOGY DRIVE ELEVATIONS i`�,[�'•.•FCORIDP• �\`� J.J. 16!17/11NO CHANCE THIS SHEET N.VEMCE.FL34275 ta« i X40 ...... J.R' 7E� NOCHANQETH/S SHEET P.O.BOX1528r HORIZONTAL ROLLER WINDOW,IMPACT ��1;/ONANOKOMIS,FL 34274 l/lr/bly Be[ter ALI(f MIL2�h,P.EFK 923/06 HR710 NTSi"4 1 11 8127-10 F PEa5e7o5 INTERIOR 37 32 35 22 39 1 22 V9 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX. VENT DLO Q 16 MAX. FIXED DLO 22 MAX.FIXED DLO —►� MAX.VENT DLQ 43 MAX.WIDTH(I.F.FRAME} 21 EXTERIOR SECTION A-A :4 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 6 22 21 41 22 PRODUCT REVISED as complying mth the Florida 2 Building Codc Aaeptaocado 15'051q•o 12 24 8 EXTERIOR INTERIOR pimtlDn Date 12 21 BMiemi ado ProducCCD 7 EXTERIOR INTERIOR 111111 10 � ON�.LYNN 6 10I 42 'x:' mo.50705 SECTION C-C SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) - c'; waver. DO. a..1m, �1 "7 rri LM 51"14/15 F NO CHANGE THISSHEBT ONS STAEO er a.ac wwwc iD70 TECHNOLOGYDRNE 77ONS FIORID�';.•1G;ti J.J. 10117111 E NO CHANGE THIS SHEEP N.VENICE,FL 34275fir; ' D'* www: ALUM.HORIZONTAL ROLLER WINDOW IMPACT �OtJA�•11 P.O.BOX 1520 A L A MILL P.E. J.R. S/lOH1 D NO CHANGETHIS SHEET y mk .e nwYnNa D. 11 O�Dr ONc amp OMr: NOKOMIS,FL 34274 V&ibfy feller HR710 HaIP 5 + �� 4127-10 F P.E.d 50705 F.1G 7/2'W J.J. 3/23roB rrmIntwGwIREvi DFSCREMON MAIL PGI'# HEM DWG#REVI DESCRIPTION I MAT'L I PGI# 1 4102 1 A IFIANGEFRAMEHEAD 6063-TEAL 612237 66 GLASS 13116"LAMI 110-1/8"A(MIN.),318"Alit SPACK 5116"LAMI(1/8'A,.090 PVB,1/8"A) 2 4025 SASH STOP(STD.)(ANTI LIFT CLIP 6063-T5 AL 612244 67 13116"LAMI I13-1/8"A IN.,3/8"AIR SPACE,5116"LAMI(1/8-A,.090 PVB 1/8"HS 3 08 X 3/4 PH.PAN HEAD 78MAA 68 13/16"LAMI I10-1/8"A(MIN.),3/8"AIR SPACE,5116"LAMI(1/8"HS,.090 PVB,1/S"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG-3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(1/8"A,.090PVB,IWA) 6 4136 FLANGEFRAME SILL 6063-T6 AL 64136 70 13/16"LAMI IG3/16"A IN.),5116"AIR SPACE,5/16"LAM[(1/8"A,.090PVB,1/8"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) 0 8 4131 ROLLERTRACK 6063-TEAL 64131 72 13/16"LAMI 113-1/9"A(MIN.),114"AIR SPACE,7/16'LAMI 3/16"A,.090PVB 3/16"4 10 71298 WEEP HOLECOVER POLYPROP, 71298 73 13116"LAMI IG-1/8"A IN. 114"AIR SPACE,7/16"LAMI 3/16"A,.090P 3116'HS 12 1626 ADHESNE OPEN CELL FOAM PAD 7PAD1626 74 13116"LAMI IG-1/8"A(MIN..l/4"AIR SPACE,7/16"LAMI 3/16"HS,.090 PVB,3/16"HS 13 4002 A FLANGEFRAMEJ ELL 6063-T6 AL 612225 75 " 13/16"LAMI 10.3116"A(MIN.).3/16'AIR SPACE,7/16"LAMI(3/16"A..090 PVB,3/16"A) 76 13116"LAMI 10.3/16"A(MIN.),3/16'AIR SPACE,7/16"LAM[(3/1&'A,.090 PVB,3/1WHS 14 4134 GASKETFORMAINFRAMESELL JOINT 74134W/K 77 " 13/16"LAMI IG-3116"A IN.),3/16"AIR SPACE,7/16' MI(3/16"HS,.090PVB,3/16'HS 15 1155 #8X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREENFRAME OR&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREENCORNER KEY W/RINGS POLYPROP. 17 4054 B FDG9MEEITNGRAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUTRINGS POLYPROP. 19 4066 W STP..187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 ISASH TOP&BOTTOM RAIL 6063-T5 AL 612740 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP..250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 1 fSCREEN CLOTH 24 226 BRASSROLLERWHEELS BRASS 7BRWH12 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 40% D SASH MEETINGRAIL 6063HS T6 AL 61006 2.710 33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G 35 1096 ISWEEPIATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDERAIL 6063-T5 AL 61126 2.024 38 1683 WSTP.,.250X 270BACK,FIN SEAL 616830 39 7070 BULB WEATHERSTRIP.187X.275 67070K 052 40 LIFT RAIL COVER CAP 74078"C"LORR 41 4139 IRFRAMEHEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 1 4140 1 11.F.FRAMESILL 6063-T6 AL 1 64140 41 #4139,6063-T6 43 4141 Ili.FRAMEJAMB 6063-T6 AL 64141 50 GLAZINGSILICONE,DOW 899,995OR,EQUIVALENT 51 1214 VINYLGLAZINGBEADBULB rt�.v�� 6TP247W,K PNonu�rxavhthe wy a:wmptyir,dwith the Florida 52 1225 VMYLGLAZINGBEADBULB 611`248K 2.784 Ac"pBuildt n 1 5-051 Acteptanm IN 53 4039 B GLAZINGBEAD-5/16" 6063-TS AL 640398 B IseNo nate I 54 4044 B GLAZINGBEAD-5/16'W/GRILLKIT 6063-T5AL 644703 3.152 By 55 4222 A GLAZINGBEAD-7/16" 6063-T5AL 64222 myia I Product mr 56 985 C GLAZINGBEAD-7/16"W/GRILLKIT 6063-TS AL 6985 .062 L11.9488 59 4067 GLAZING BEAD-13/16" 6063-T5 AL 64067 60 GLASS 61 5/1G"LAMI(�8°A,.090PVB.1/8'HS 43 I.F. F #4141.6064-T6ME 6 LYNNtnf/����i�, 62 5/16"LAMI(1/8"HS,.090PVB 1/8"HS) I e���•• �toENsr• ••, p 63 7/16"LAMI 3/16"A .090PVB,3/1G"A 2.710 {I ±` t4..58705 64 " 7/16"LAMI(3/16'A,.090PVB 3116"HS) 42 I.F.FRAME SILL 65 1 " 1711G,LAMI(3116'HS,.090 PVB 3/16"HS) #4140,6063-TO v o."wr STAW or uf: LK 6114115 F NO CHANGE MIS SHEET 'i�n�''•.,F P•.•' Io7oT ENICr.FL3427 fvEPARTS LIST �S .,toato,. CSC` JJ 10117111 E NO CHANGE THIS SHEET N.vENICE,FL3427s a. ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��3IONA1- J.R 020/11 O ADDED /N.-TO GLASS TYPES P.O.BOX 15241 tic I ".e 1 neo D-W l NOKOMIS.FL 34274 Visibly Better -11 41 7-10 F A L p 58�5 P.E FX 928/06 J,1 323108 140710 NTS B 062 �{ 1.187 I r— 040 I ,738 3. 52 I 443 { t 1. 73 062 SASH STOP COVER 1. 73 .062 W90 O 14053,6063•TS 1.122 2.71011—I� ---2.710— ►1 -2.764 O FLANGE oFRAME 6HEAD O FLANGEFRAMESILL O FRAME ILL137, oADAPTER r 1.363 I .062 061 11871 062 18 FLANGE FRAME JAMB — �_I rr_�i I 14002A,8063 TB 4 -062 490 �1� .43� .46 f�1.403^I O SASH STOP Og HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 114131,6063-T6 94054B,6063HD-T6 -J.062 2. 79 062 . 2. O5� 2.0 ,I 183 1. 87 9 OB L.349-1 �1 1.081 678 '�� 1.096—��--�� PRODUCT REVISED 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" asmmptying withihopbdde 14133,6063-T5 14006D,6063HS-T6 #4126.6D63-T6 #4039B,E63-T5 a"g�"gDOde )c,.prj(q,pq Acccplmcc Ne I iretiaD Date .� M,e,ui ade Product 1 .050 .678 .878 .050-- ' 1.678 -6� I .050' 1.096 1.096—{f j 1.115 1 7TT t 1.097 —f+--�I 54 GLAZBEAD.6/16" GLAZINGBEAD 5/16" GLAZING BEAD,7/16" GLAZING BEAD,13116" ......... �G41(e 4644B,6063-T5 8INsE65 F ''•, A (USED W/GRILL KIT) (USED W/GRILL KIT) No.58705 7 1fr w1. wrAcnc ��p; ST TE rte ��; LM. 6/14113 F NO CHANGE THIS SHEET EXTRUSIONS F w c 107DTECHNOLOGV DRIVE i(� '•.,�URtOt'.•'��\ J.J. 10117/11 E NO CHANGE MIS SHEET N.VENICE,F.34276 R.War """'• P.O.D x 1628 ��� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT A LYt/O1dLl b E. J.P. 840/11 D NO CHANGE SHEET 4 yyyy� s,k a a..tcrn De a—w. tax NOKOMIS.FL34274 Vtr/bly Better y 11 412710 F P.E.B 68705 Flo ?28106 JJ 323/06 BR710 Half 7 ANCHOR QUAN-1ITiES,XOX(1141@-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A.B,C,G,H,I GLASS TYPES D,E.F.J,K,L 1. ANCHOR TYPES; ANCHOR TYPE 2.3,WOOD $CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114'ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3-012 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES to m ZONES ZONES ZONES ZONES IIf7 I �m 2.GLASS TYPES; FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZEHEAD&SILL 2 HEAD&SILL HEAD&SILL T HEAD&SILL HEAD&SILL IM HEAD&SILL;� A 5/16"LAMI-(1/8"A.090,1/8"A) �' �a� ' �' B.5116'LAMI-(118"A,.090,1/6'HS) FT,GLASS TYPES G-L SHALL HAVE A C.5/16"LAMI-(1/8"HS,.090,168"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.375 1+C2+1+02+1 2 1+CZ+i+C2+1 2 1+C2+1+C2+1i 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 21 D.7/16"LAMI-(3116'A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+4+C2+1c 3 1+C2+1+02+1 3 1+02+1+C2+1,3 1+C2+1+02+1 3 1+C2+1+02+i 3 1402+1+C2+1:31 E.7/16"LAMI-(3/16'A..090,3116"HS) 60.625 1+02+1+C2+143 1tC2+1+C2+1 3 1+C2+1+C2+1 3 1+02+i+C2+1 3 1+C2+i+C2+1 3 1+02+1+C2+1 3 F.13116"AMI-(3N6°8-OR 0,36-A(MI G.13116"LAMI IG-1/8"OR 3118"A(MIN.),5/18'OR 318"SPACE,5/18"LAMI-(1/8"A,.090,1/8"A) 54.000 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13116'LAMI IG-118"OR 3116"A(MIN.),5116-OR 318'SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 60.000 1+02+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13!16"LAMI IG-1/8'OR 3116"A(MIN.),5116'OR 31W SPACE,5116"LAMI-(118"HS,.090,1/8"HS) J.13/16"LAMI IG-1/8'OR 3118'A(MIN.),3116"OR 114"SPACE,7/18"LAMI-(3/16"&.090,3/16"A) 63.000 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+113 K.13116'LAMI IG-1/8"OR 3116"A(MIN.).3116'OR 1/4"SPACE,7/16"LAMI-(3116'A,.090,3116"HS) 60.000 x 38.375 1+C2+i+C2+1 f 2 1+C2+i+C2+1 F 21 1+C2+i+C2+1'2 14C2+1+02+1 2 1+C2+1+C2+11 2 1+C2+2+C2+112 L. 13/16"LAMI IG-118'OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116'HSADO,3116-HS) 48.000 1+C2+14C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 11+02+1+C2+1I 3 1tC2+2+C2+1 i 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.625 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2t1+C2+1�3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 64.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+02+i+C2+11 3 1+C2+1+C2+1�3 1 i+C2+1+C2+1'1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1402+1+C2+113 1+C2+1+02+1 311+02;1+02+113 1+C2+1+C2+1i 3 1+C2+1+C2+113 1+C3+2+C3+13 26 314"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. 63.000 1+C2+i+C2+113 1+02+1+02+1 3 1+C2+1+C2+113 1+C2+1402+1 3 1+C2+1+C2+1i 3 1+C3+2+C3+1i 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+1',2 1+C2+1+C2+11 2 1+C2+2+02+11 2 1+02+2+C2+1i 2 1+C2+2+C2+12 1+C2+2+C2+11 21 X O X 48.000 1+02+2+C2+113 I+C2+1+C2+1 31 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+4+C3+1 fl�ANCHOR QUANTITY PER JAMB 50.626 1+C2+2+C2+1 3 1+C2+i+C2+1 3 1+C2+2+C2+11 3 1+C2+2+02+1 3 1+02+2+C2+113 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 i+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+14 3 1+C2+2+C2+1 3 1+C3+2+03+1 3 llL��� A CLUSTER OF(3)ANCHORS CENTERED 60.000 i+C2+2+02+1 3 1+02+1+02+i 3 1+C2t2+02+113 1+02+2+C2+13 1+C2+2402+113 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+113 I 1+C2+1+C2+1,3 1+C3+2+03+11 3 1+03+2+03+113 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000 x 36.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 7+C2+2+02+11 2 1+C2+2+CZ+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+13 1+C2+2+C2+11 3 1+C2+2+02+1 3 1+C2+2+C2+1,3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 60.626 1402+2+02+1 3 i+C2+2+C2+1 3 1+C2+2+C2+143 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C3+3+C3+1 3 64.000 1+C2+2+C2+tj3 1+C2+2+02+1 3 1+C2+2+C2+113 1+02+2402+113 1ta+2+02+1 3 1+04+3+C4+1 3 25 314"max. +{�3-MIN. 60.000 14C2+2+C2+113 1+C2+2+C2+1�3 1+03+2+C3+is 3 1+03+2+03+113 1+C2+2+C2+i 3 1+C4+3+C4+11 3 63.000 1+C2+2+C2+1 3 1+C2+2+C2+11311+03+2+C3+1 13 i+C3+2+03+113 1+02+2+C2+7 3 14C4+3+C4+1 3 9.REF. X O X PRODUCT REVISED 108.375X 38.375 1+C2+2+C2+11.2 1+C2+2402+1 211+02+3+02+1 12 1+C2+3+C2+1 2 1+C2+3+C2+12 1+02+4+C2+1 2 T- as rnmplying with Ore FWda 48.000 1+02+3+02+1 3 1+C2+2+C2+113 1+C3+3+03+1 3 1+C3+3+C3+1'3 1+02+3+C2+13 1+C3+4+C3+7 3 8uildingcoN MTG.RAIL,TYP. Accepl°ncc No 1 -o51q. Zl 5D.625 1+Ce+3+C2+1 3 1+02+2+C2+i 3 1+C3+3+03+1 3 1+C3+3+03+1 3 1+03+3+C3+113 1+03+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS .P7 p"°"° D°`° 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1i 3 1+C3+3+C3+ti 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1404+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) Miami ada induct 50.000 1+C3+3+C3+113 1+C2+2+C2+1j3 1+C4+3+C4+1 3 1+04+3+C4+114 1+C3+3+C3+13 1+C4+4+C4+113 63.000 1+C3+3+C3+1 3-1+C2+2+02+113 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+05+113 25 3/4"MAX. 111.000x 38.375 I rt 1402+3+C2+1,2 1+02+2+C2+1 211+02+3402+1 2 1+02+3+02t1 3 1+C2+3tC2+1 2 1+02+4+C2+1 2 1 1/2 -3"MIN. 48.000 1+02+3+C2+1 3 1+C2+2+02+113 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+02+1 3 1+C3+4+C3+1 3 9,R X O X ,��` NY,LYN+N 60.625 1+02+3+02+1 3 1+02+2+C2+1 3 1+03+3+C3+1 3 1+C3+3+03+113 1+0343+C3+1 3 1+C3+4+C3+1 3 7- ��,:'��GFNS�:''•�`Q SCOW 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+C3t3+C3+1 3 14C3+3+C3+1 3 1+G4+4+C4+1 3 ''' No.58705 60.000 1403+3+03+1 3 1+C2+2+02+113 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+03+1 3 1+C4+4+C4+113 MTG.RAIL,TYP. - ' 53.000 1403+3+03+1 3 1+C2+2+02+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 14C5+4+05+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS _ ;� . 7� (S .W` L u °6114115 NO CHANGE TH1B SHEET ANCHORAGE SPACING,XOX 1/4-1/2-1/4 1070 TECHNOLOGYDRNE torzl4A.• �.} J,J. 10117111 E NO CHANGE THIS SHEET N.VENICE.FL 34275 - ` � PA.BOX 1528 4.ALUM.HORIIZ�ONTAL ROLLER o WINDOW,IMPACT l�'��;S�OINA1. J.R aWIl D ADDED IO CAP TO BE TEMPERED +SOFTNOT� py a� �„y„e t e� NOKOMM FL 34274 VWbly geur A Ll7/1+'A1 Ll��i,P.E. F.K. =&W J.J. 323/08 HR710 NTS 8 d 11 412710 F REA 68705 ANCHOR QUAN7111ES XOX 113-113-113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B.G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3•#12 STEEL SCREWS(G5) to to 1 to co 2.GLASS TYPES: p WINDOW SIZE HEAD&SILL{ HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5116'LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v ;-+ � B.5/16"LAMI-(1/8"A,.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 36,376 1+C2+1+C2+112 1+C2+1+02+1 i 2 i+C2+1+02+1 2_`I+02+1+02+1€2 1+C2+1+02+1,2 l4C2+1+C2+1 21 C.5118"LAMI-(1/8'HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+02+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+i,3 1+C2+1+C2+1,3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 D.7/16"LAMI-(3116"A,.090,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1'i 3 1+q+1+C2+11 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 F.7/18"LAMI-(3118"H5o090,&.090.3116- S) 64.000 1+C2+1+C2+1'3 1+02+1+02+1 13 1+C2+1+C2+ii 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8'A) 60.000 1+02+1+C2+1 3 1+C2+1+C2+1:3 1+C2+1+02+1)3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+11 3 H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(118"A„090,118°HS) I. 13116"LAM]IG-1/8"OR 3116'A(MIN.),5/16"OR 318'SPACE,5/16'LAMI-(1/8'HS,.090,1/8"HS) 63.000 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 i+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+q+1+C3+1 31 J 13116'LAMI IG-118"OR 3116"A(MIN.),3116"OR 1/4'SPACE,7/16"LAMI-(3/16-A,.090,3116-A) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+112 1+02+1+C2+1?2 1+C2+1+C2+1;2 1+C2+1+C2+121 K.13/16"LAM[IG-118'OR 3/16"A(MIN.),3H6"OR 114"SPACE,7/18"LAMI-(3116"A.090,3116-HS) 48.000 l+C2+l+C2+1,3 1+C2+i+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+11 3 L. 13116'LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16'LAMI-(3/18"HS,.090,3116"HS) 50.625 1+C2+1+C2+113 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1t 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+02+1+C2+1 3 1+02+1+C2+1;3 1+C2+1+C2+1 3 1+02+1+02+113 1+C2+1+C2+1!3 1+02+1+C2+1 31 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 i+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 63.000 1402+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+113 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 x 38.376 1+C2+1+C2+1 i 2 1+C2+i+C2+11 2 1+C2+1+C2+1,2 1+02+1+02+1 2 1+C2+1+C2+11 2 1+C2+1-+C2+112 25 314"MAX FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22112'MAX O.C. 48.000 1+C2+1+C2+1'3 1+C2+1+C2+1'3 1+C2+1+02+1 3 i+02+1+C2+1.3 1+02+1+C2+1 3 1+02+7+C2+1'3 TABLE KEY: 60.625 1+02+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 X O X 54.000 i+C2+1+C2+13 1+C2+1+C2+11 3 1+02+1+C2+1)3 1+02+1+C2+1'3 1+02+1+C2+113 1+C3+1+03+1 3 1+C3+1+C3+1 31-ANCHOR QUANTITY PER JAMB 6D.00D 1402+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1)3 1+C2+1+C2+1 3 I+C3+1+CZ+ii 3 63.000 1402+1+C2+113 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.375 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+i+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1,2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1t 3 ANCHOR AT EACH OPERABLE VENT 60.626 1+C2+1+C2+1 3 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 7 3 1+C2+1+C2+1 3 14C3+1+C3+1{3 PLUS(1)ANCHORS AT FIXED SECTION. 64.OD0 i+C2+1+C2+113 I 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 60.000 1+02+1+C1+1 3 1+q+1+C2+1 3 1+C2+14C2+113 1+C3+1+C3+113 1+C2+1+02+1 3 1+q+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 14C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1'3 1+C2+1+C2+1 3 i+C3+1+C3+13 74.000X 38.375 1402+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4"MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+1+02+1 3 1+C2+1+02+11 3 1+C3+1+C3+1 3 �[--3'MIN. 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1'-3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 64.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+02+i 3 1+q+1+C2+1 3 i+C2+1+02+1 3 1+C3+1+q+1 3 9"REF. X O X 60.00D 1+02+1+C2+1 3 1402+1+C2+i.3 1+C3+1+q+1 3 1+C3+1+C3+11 3 1+C2+1+02+1(3 1+q+1+C3+1,3 PRODUCP REVISED as complying x•Ith the Florida 63.000 1+02+1+02+1 3 1+C2+14C2+1 3 1+03+t+q+1 3 1+C3+1+C3+1]3 1+C2+1+C2+1 3 1+q+1+C3+i 3 Euilding Cedc 84.000x 38.375 1+C2+1+C2+1 2 1+q+1+C2+1i 211+02+1+r,2+1,2 1402+1+C2+1 3 1+C2+1+02+1 2 1+C2+1+C2+1 2 MTG.RAIL,CLTYPAccepbnce 48.000 1+C2+1+C2+tj3 1+C2+1+C2+173 1+02+1+C2+1 3 1+C2+1+C2+11.3 1+C2+1+C2+1 3 1+q+1+03+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS imt]on Date 50.626 1+C2+1+C2+1 3 1+q+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) DY Mi i ade Pcoduct Con 64.000 1+02+1+C2+113 1+C2+1+C2+1i 311+C3+1+03+113 1+C3+1+C3+1 3 14C2+1+C2+11 3 1+C3+1+C3+1 3 ` 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C3+1+C3+1 3 1+03+1+C3+1 4 1+C3+1+C3+1 3 14C3+1+C3+1 3 25 3/4"MAX. 1 112"TYP. 63.000 1+C3+1+q+1 3 1+C2+1+C2+1 3 1+q+t+q+1 3 1+03+1+q+1 4 1+03+1+q+113 1+04+1+04+1 4 L1t11111117 1�-3"MIN. 86.437x 38.376 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C241.2 1+C2+1+C2+1 2 `\0 ON{4 f,i4 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1 3 9" X O X 'v�E NSF`•�Fp �� 60.626 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C2+1+02+1 3 14C2+1+C2+1{3 1+02+1+C2+1 3 1+C3+1+C3+1 3 '..jt 64.000 1+C2+1+02+1 3 1+C2+1+C2+1.3 1+C3+1+C3+1 3 1+C3+1+C3+173 1+C2+1+C2+1 3 1+C3+1+C3+1 3 = �' No.58705 60.000 1+02+1+C2+1 3 1+C2+1+C2+1311+03+1+C3+113 1+C3+1+C3+114 1+q+1+C3+11 3 1+C4+1+04+1 4 MTG.RAIL,TYP. = cr 63.000 1+03+i4q+1 3 1+C2+1+C2+1 3 I 1+q+1+03+1 3 1+03+1+03+1'4 1+03+1+C3+113 1+04+1+C4+1 4 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS L1 LL 6114/16 1 F NOCHANGETHISSHEE! P T ANCHORAGESPACING,XOX 1/3-1/3-1/3 ' '� •'• FCORtD�;.•'• 1070 TECHNOLOGY DRIVE ' (� '•.,,,•,,. U� J.J. 10117111 E NOCHANQETHIS SHEET N.VENICE.R.34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ''�i�nNA\-,,% J.R. 820111 0 ADDED IG CAP TO BE MWERED +SOFT NOTE P.O.89X 1529 /11 111 QMH• NOKOMIS,R342r4 Visibly Better drfeac aur n.e °"�#� a,r. A LYNN MILLER P.E. F.K. W&W J.J. &MW I NTS 1 9 d 11 4127-10 F P.E#59705 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: O ro d g i 2 ❑d� pp ¢0� m �a A.5/18"LAM[-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE U) W to U) 2 u] U1 Itl W tD B.5/16"LAMI-(1/8"A,.090.1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A V S �{ =ca4� Z aft ' = ad ' =aif = 4f ' C.5/18"LAMI-(118"HS,.090,118"NS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 I 2 1+C2+1 2 1+C2+1! 2 1+C2+1 2 D.7H6"LAMI-(3N6"A•.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAM[-(3116"A,.090.3116'HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 1 3 1+C2+1 1 3 1+C2+1 3 F.7116^LAMI-(3116^HS,.090,3/16'HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5f18"OR 318"SPACE,5/16'LAMI-(1/8"A..090,1/8"A) H.13116"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 3t8"SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 I. 13/16'LAMI IG-118'OR 3116"A(MIN.),5116"OR 3/8'SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1, 3 1+C2+1 i 3 1+C2+1 3 1+q+1 3 J.13116"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7116"LAM[-(3116'A,.090.3116"A) K.13116'LAMI IG-1/8'OR 3116'A(MIN.),3116"OR 114'SPACE,7/16"LAMI-(3116"A,.090,3116"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1,1 3 1+C2+11 3 1+C3+1 3 L. 13/16"LAM[IG-118"OR 3116'A(MIN.),3116'OR 1/4"SPACE,7/10'LAMI-(3/16'HS,.090,3116"HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 I 2 1+C2+1 2 3,WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+02+1 13 1+C2+11 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+102+113 1+q+11 3 1+C2+11 3 1+C2+1 3 1+q+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERUNE. 54.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+11 3 1+C2+1 3 1+q+1 3 to 3/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 11+q+11 3 1+C3+11 3 1+C2+1 3 1 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+q+1 3 1+C2+1 3 1 1+C3+11 3 1+q+11 3 1+C2+1 3 1+03+1 3 TABLE KEY: o X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1 1+C2+1: 2 1+r-2+112 1+C2+1, 2 11+C2+1 2 2+C3+2 3 ---ANCHOR QUANTITY PER JAMB 48.000 1+02+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+q+11 3 1+C2+1 3 1+02+11 3 1+q+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+q+1 3 1+C2+1 3 1+C3+1 3 1+q+1 3 1+C2+1 1 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1! 3 1+C3+1` 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED AT HED (7) I ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+11 3 1+C2+11 2 2+02+2 2 48.000 1+C2+1 3 1+C2+1 3 2+q+2 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING) 50.625 1+q+1 3 1+C2+1 3 2+q+21 3 1+03+1 3 1+C2+1 3 2+C3+2 3 18 314"MAX. 54.000 1+q+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 j -.1�--3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+q+1' 4 1+C3+1 3 2+04+2 4 9.REF. 63.000 1+q+1 4 1+q+1 3 2+C4+2 4 1+C3+1 4 1+q+1' 3 2+C4+2 4 X O PRODUCT REVISED 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2� 3 2+C2+2 3 1+C2+1 2 2+02+2 3 ascomplringwuhtheFbridn MTG.RAIL Building Code pq 48.000 2+C2+2 4 1+C2+1 3 2+C3+2; 3 2+C2+2 4 1+C2+11 3 2+G3+2 3 AcccplmX.*No15-051l2012I 50.625 2+C3+2 4 1+C2+1 3 2+q+2 3 2+C3+2 4 1+C2+1 3 2+q+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS cannon Llale 54.000 2+q+2 4 1+C2+1 3 2+q+2; 4 2+C3+2t 4 1+C2+1 3 2+q+2 4 SHOWN IN TABLE KEY ABOVE) By� Miam' o eProduct nlml 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 i 4 2+q+21 4 1+C3+11 3 2+C4+2 4 63.000 1+q+1 V22 3 2+C4+21 4 2+q+21 4 1+G3+1 3 2+04+2 4 18 314"MAX 1 112"TYP. 74.000 x 38.375 2+C2+2 2 2+C2+21 3 12+C2+21 3 2+C2+21: 2 2+C2+2 3 I---3'MIN. I I I I I f / 48.000 2+C3+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+q+2 4 9"REF. X O ��\`1���,1 ......uto11/4/�,f�� 50.625 2+C3+2 3 2+q+2j 4 2+C3+2 4 2+C2+2� 3 2+q+2 4 - - •. ��ceNSF'•. 54.000 2+q+2 3 2+C4+2 4 2+q+2 4 2+q+2 3 2+C4+2 4 is MTG.RAILtdo.5870560.000 2+q+2 3 2+C4+21 4 2+C3+2 5 2+q+21 3 2+C4+2 4 63.000 2+C3+2 3 2+C4+21 4 2+C4+2 5 2+q+21 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 7 wr.eer rtm a.ataaR %�(�'• TATE F ki c n1. 04116F NocHANOETHIS SHEET ANCHORAGE SPACING,OX AND XO WINDOWS ; . F/ P.. •:, toroTECRNOLO�YoarvE i OIi10 J.J. 10/17/11 E NOCHANOETMSSHEET N.VENICE.FL 34275 7� a.rr.r P.O.eox lszg ALUM.HORIZONTAL ROLLER WINDOW,IMPACTG J.R. Bl?0/11 D DED fOCAP TDBETEMPEREO +Spf7NOTE �4.ane ed.� m.K u�am a,.r NOKOMIS.FL 34274 1/y bly Better P.E. �F 2R&W J.J. 9123/08 HR71f1 NTS 10 11 4127-10 F P E.f Sgro5 I 314"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4'ELCO MIN.3.4 KSI 1•MIN.EDGE NOTE 3 1318- TAPCONS EMBEDED 13/8"MIN.OR 1/4'SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE 1112 TRIMFIT HEAD. "� :�: NOTE 1 1x WOOD "• < 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/� 1I © THAN 1 1/2 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX. CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 X 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 131&' 1/4"MAX.SHIM 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. �I MIN. I I (1.5 KS)CMU) OR PER NOTE 1 2-112'MIN.EMBEDMENT (I (3.4 KSI CONCRETE) WOOD U CONCRETE = � ANCHOR, ANCHOR, N0TE2 N0TE1 i EXTERIOR INTERIOR 1"MIN.EDGE �' °•"MIN./E.D (HEA &SILL DETAILS A,B.C.D. &H) TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING ---i W_ i INTERIOR 5/8"MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E,F&1) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS Hrl 5/8"MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 21/2"NAIL AT CORNERS AND 5"O.C. PRODUCT REVISED TYPICAL DETAILS G.H&1. .complying oilh the Florida Neild ng Code 114" 1/4" Actepluncc NalS-O$I ,o, MAX. MAX• epirmion Ihte SHIM SHIO /8"MIN.EDGE °y SEE Mi D4delroducl . NOTE 1 1318.1 38/MIN. NAILING U ;.'; 1 — t1�[flit 1 3/4"MIN. 2-112"MIN. SEE NAILING �� LYNN �i v I- N . .. �V MIN.3.4 KS E.D.TYP. . y _ 1."1111N.EbGE0•.,• !!f CONCRETE 2x WOOD 4��.,.'��GENSS''•. y DETAIL C BUCK, DETAIL D 2-112"MIN.EMBED NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) No.�Y;' 58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 7 w+�eai: woc w,aar ptSTATW` . L.M. 6/14nS F CORRECTOP770NALBUCKNOTETO/NCLUDECMU ANCHORAGEDETAILS ' ^^ ''- 0R1Op 'C) J.✓. 10117111 Ift a. NO CHANGE THIS SHEET 10 N EE01a2 P�'T ALUM,HORIZONTAL ROLLER WINDOW,IMPACT J.R 6/10/11 D NO CHANGE THIS SHEET P.D. 1528 en..e w.� II l�`L]-t �„ Dwr t rrac NOKOMIS.FL34274 14tt61y Better HR710 I1eIf d �� 4 f27-1[) A LYNN M�I.LER P.E. FA 29&w J.J. 3/1SN8 F P.E.A58M blr MIAMI;DADS PEP�uil?-fiNG MIAMI-DADECOUNTY,nORIDA 8 St. Lucie County, FL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY.AND ECONOMIC RESOURCES(RER) 1.1805 SSV 26'Street,Room 208 -BOARD AND CODE ADNIINISTRATION DIVISION T(786)-315-2590 F-(786)315-2599 NOTICE OF ACCEPTANCE (IVDA) www.iniamidadegov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations,governing the use of construction materials. The documentation submitted. has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be-valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County),reserve the.right to have.this product or material tested for quality assurance purposes. If this product or material fails-to perform in the accepted manner,the manufacturer'will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product ormaterial fails to meet the requirements of the applicable building code. This product is.:approved as described:herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-750"Outswing Aluminum French Door w/Sidelites--L.M.I. APPROVAL DOCUMENT: Drawing No. 8000—I1, titled "Alum. French Door & Side Lites, Impact", sheets 01 through 12. of. 12; dated 12/23/0.4, with revision "E" dated 10/12/11; .prepared by manufacturer, signed and:sealed by Anthony Lynn Miller,-P.E.,bearing:the Miami—Dade CountyProduct Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has'been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other piuposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,.then it shall be done in its entirety: INSPECTION: A. copy of this entire NOA. shall be provided to the user by the manufacturer or its distributors and shall be available'for.inspection at the job site at the request of the:Building`Official. This NOA revises and renews NOA No. 11-1013:24 and consists of this page 1 and evidence pages.E--1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI DADS COUNTY S�`�n NOA-No.14--1117.05 � 4s Expiration Date: �cbruar y�24,2020 MUM= Zit Approval Date: February 19,1015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 5000-11, titled "Ahem. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 11-1013.24) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P. E. (Submitted under previous NOA No. 09-1028.10) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading-per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2,1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, lnc., Test Report No. FTI.4921,dated 07/17/06,signed and sealed by Edmundo J. Largaespada,P. E. (Subr)iitted rnirler!previous NOA No. 05-0419.03) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94. along with marked—up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing,.Laboratory, Inc., Test Report No. FTL4527,'dated 02/10105,signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February24,2020 Approval Date: February19,2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Unifoim Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC;TAS 202-94 4) Forced Entry Test,per FBC 2411,3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO'configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTIr4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada,P.E. (Submitted un(ler previous NOA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS.201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312,dated 09/13/04, signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NDA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tt' Edition 2010, prepared by manufacturer, dated 10/11/I1, signed and sealed by A. Lynn Miller,P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1, Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc.for their "Kuraray PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued tolEastman Chemical Company (MA)- for their"Wlex CP--Saflex and SaflexllP Cdiniiosite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jainte A Gascon,P.E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 11/.06/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,P.E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying Nvith FBC 2010, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted tinder previotts NOA No. 11-1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by-A. Lynn Miller,P. E. (Subinitted tinder previous NOA No. 11-1013.24) b. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.'001 of the Florida Administrative Code, notifying original engineer that the successor engineer.is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller,P.E. (Sttb►niited tinder previous NOA No. 11-10-13.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Sttbtrtitted under previo(ts NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Submitted tinder previotts NOA No. 09-1028.10) Jaime D.Gascon,KE. Product Control Section Supervisor NOA No. 14--1117.05 Expiration Date: February 24,2020 Approval Date; February 19,2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS'(ConTtlCED) 9. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FMA527, dated 02/10/05; FMA528, dated 02/14/05, FM-4315, dated 09/13/04, FTL--4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312,dated 09/13/04, all issued by Fenestration Testing Laboratory,Inc.; all signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) G. OTHERS- 1. Notice of Acceptance No. 11--1013.24, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites --- L.M.I., approved on 11/24/11 and expiring'on 02/24/15. !l( Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,201:5 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S-)AND SIDE LITE(S) 1.GLAZING OPTIONS: A.7/16"LAMI-CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEYZEEPSAFE MAXIMUM. 6j/16"LAMI CONSISTING OF(2)LITES OF 3116"NEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANN>ALED GLASS AND(1)LITE.OF 3/16'•HEAT STRENGTHENED GLASS WITH:AN.075 VANCEVA INTERLAYER. D.7116"tAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. NOA DRAWING MA13 E.7I8"(.AMI I&CONSISTING OF(1)-LITE OF 3/16"TEMPERED GLASS OUTSIDE;`114"AIRSPACE AND(1),7116"IAMI GLASS ASSEMBLY INSIDE(3/16"A,.090-PVB,3/16"HS). i 4p— SHEET F..7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,!114"AIRSPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE(3/16"HS,.090 PVB,3116"HS). GENERAL NOTES...........1 CONFIGURATIONS...........1 G.718"LAMI I.G.CONSISTING.OF'(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE]1/4"AIRSPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE' GLAZING:DETAILS........... 2 (3116"A„075 VANCEVA,.3/16”HS). DESIGN PRESSURES...... 3 ELEVATIONS.................... 4 H. /8"LAM11 G.CONSISTINGOF(.1)LITE OF 3/16"TEMPERED-GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS.............5, (311 VANCEVA,3/16"HS), HORIZ.SECTIONS....,....". 6 PARTS LIST...................... 7 2.DESIGNPRESSURES:TABLE 1,SHEET 3. EXTRUSIONS...............:... 8�9 A,:NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND'GLASS TABLES ASTM E1300.02. ANCHORAGE... ..........:.....;10-1 B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3.CONFIGURATIONS X O XO,.O�,)C)S)(,.XXO.OXX,OXO,XXX_�CXXO,OXXX,OROXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR,FULL JAMB SIDE LITE: ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE,X DOORS OR A DOUBLE, XX DOOR'BOTH USING EITHER T14E STANDARD OR THE LOW-RISE SILL. THE V IIUCT aFvs$a FRENCH DOOR ASSELY-BFAM,IS USED TO ASSEMBLE X,XX,AND MB �o1e�.wr�F rbe ren-#• 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. ,C�'d`� • � a>y 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. A 5.SHUTTERS ARE NOT REQUIRED. 0.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7.REFERENCES:TEST REPORTS:FTL-4311,FTL-4312,FTL-4315,FTL-4527,FTL-4528,FTL-4529;FTL-4630..FTL-4921 AND FR.-5941: ® ANSI/AF&P,A NDS-2005.FOR WOOD CONSTRUCTION ADM-2065 ALUMINUM DESIGN MANUAL • - PRODUCCRHNBWBD 8.THIS:PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIL_DING CODE,INCLUDING THE HIGH VELOCITY BultdingCodo as Idb*fngwtdi�Frorida HURRICANE ZONE(HVHZ). Aompla mNo 6 Ewe B L Miami Daft Contmi ��iurrr Ase ,F •' Ro 5g105 Tit It e, an uPdn> oaur�ornrocaosanr4n�srcR,wuruncr�nRs •� OF J,R 09/11174 C €otesrg magg. �')} StAtir Noctuxaesrrnssrreer r010TECrxor-OGYORNE GENERAL NOTES DRAWING MAP %O,�' ............LO � • 'AR olmo 0 JVMAVAa84, 45 � � fi • ALUM FRENCH DOOR dSIDE L'ITES IMPACT �,SSI.OPL.�' F8c20rOCOO8CHM'GE P.O.B JA earvrr € RX trate 6"mm-N, ,�,, eoeec u"ivm% A.LY d�IfLLE�R,PA. Cri RK, f2 MOrC0Af13,FL 31274 y F.K. !?/23104. L.7 418105 FD760 F•UL 1 d 12 8000-i1 E FL P.E.1158705 7/16"NOM. . 7/16"NOM. —+- 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED.GLASS_ .090"DUPONT BUTACITE.OR SAFLEX/KEEPSAFE p75"VANCEVA INTERLAYER MAXIMUM!PVB(NTERLAYER 3/16"HEAT STRENGTHENED GLASS —3/16"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 . 109 90 1.09 90 107 .107 105 5/8"GLASS 105 5/8"GLASS- BITE BITE EXTERIOR INTERIOR EXTERIOR IH7ERIOR SETTING BLOCK G BLOCK GLAZING DETAIL GLAZING DETAIL SETTIN _ 7/16" LAMI GLASS W/PVB INTERLAYER 7/16" LAMI GLASS)N/VANCEVA INTERLAYER 7/8"NOM. "NOM. e+isaraucr:tucvlsrit► 7/8dt ' tylup irlih fhr FYor4da 3/16"TEMPERED GLASS 3/16"TEMPERED GLASS �0 AIR SPACE AIR SPACE 3/16"ANNEALED OR HEAT 3/18"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090"DUPONT BUTACITE OR SAFLEX/ 075 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER WHEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 109 95 OR 96 97 OR 98. 109 108 90 1.08 90 PRODUCT•RENSM-D ro oom glfh 8 with the Floiid9 8tdlduig Code NO 105 5/8"GLASS 105 5/8"GLASS A �Date BITE BITE Miemi Dade Product Canfrol EXTERIOR INTERIOR EXTERIOR INTERIOR VNNiMi/ `( Oa'' GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 4 5gT05 7/8" LAMI I.G. GLASS W/PVB INTERLAYER 7/8°LAMI I.G. GLASS W/VANCEVA INTERLAYEROf — t FAfivisw 0 NOIiGW[t5ititg�t t070TECAN0100YDRA/ER0 f GLAZING DETAILS i p '.,,.FLORIOP,•��,` JR 0.4?? mapW'tOEMISMEET NdXOMI$FT.34Y7B nw ��'��` •• (G-��� r.R' �Ift"ro v Narxuxr snrrssHeEi Po.f; iss0 ALUM.FRENCH DOOR&SIDE.LITES,IMPAGT �i7S'3IONA4,��` nr u+a+ ooa NOKOAf(8 FL 34Y74 ® + �*.wn0. r, A.LI�IJIIlti6}7!L ,.P.E. FK. i?/23/04 ,* 4I8A76 FD750 FUL 2 d 12 8000-11 E FL P.E.#66705 I Table 1.Maximum Design'Pressures(pso OVERHANG Height(In) LENGTH Allowed OVERHANG Configuration Width(In) YYp s 793/4"(6 8) 83 314" 7p 87 314" 91 314" p HEIGHT - o ( ) 95 3/4 (8 ) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 4 French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOT S: Door1.IF USING THE OPTIONAL LOW-RISE SILL A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70:0 -80.0 +70.0 -80.0 (PART 10,SHEET 8 OF 12),THE 713/4"(60) OVERHANG HEIGHT.MUST UST BE GREATER C,G +100.0 -100.0 +100.0 -100.0 +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM).IF NOT,THE MAXIMUM FUiI A,E +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0- -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE IS 36 11/16" LIMITED TO+50.0 PSF FOR ALL STYLES Jamb C;G +100.0 --100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES.(REF.FTL-5941) 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite 3311116" 0.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Narrow Jamb A, H, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 =$0.0 rus�oucr8l<vs�a�n m implying w1il�tLo Fin" 36 11/16" C,G +100.6 -100.0 +99.9 -99.9 +96.3 -95.3 +91.4 -91.4 +87,9 -87.9 fteade + p D,H +100,0 7100.0 +100.0 -100.0 +100:0 -100.0 +100.0 . -100.0 +100.0 -100.0 )�mpirelha A�ese1Ls f5 Table 1 a;Glass Tvpe and Test Report Num er -7/16"LAMI(3/16"A,.090 PVB, 3/16"HS) F iLA311,4312,4315 B-7/16"LAMI(3/16"HS,.090 PV9,3/16"HS) UPGRADE FTS.-4311,4312,4315 C-7116"LAMI(3/16A,.075 VANCEVA,3/16"HS) FTL4'527,4628.4529,4530 D-7116"LAM(3/191-18,.076 VANCEVA, 3/16"HS) UPGRADE FTL-4527,4528,4529, 4530 E-718"LAMI I.G. (3/16"7, 114"Alli SPACE,3/16"A,.090 PVS, 3/16"HS) PTL4311,4312,4315 RODUCrRENEWED „ „ n u' „ 0=plyin$wlththeF,mlda F-7/8 LAMI l.G. (3116 T, 1/4 AIR SPACE, 3116 HS,.090 PVS,3/16 HS) UPGRADE FTL-4311,4312,43'15 G-7/8"LAMI I.G..(3/167, 114"AIR SPACE, 3/16"A,.075 VANCEVA,3/16"HS) FTL 4527,4528,4529,4530 OO RO H 7/8"LAMI I.G. (3/16"T, 1/4"AIR SPACE, 3/16"HS,A75 VANCEVA,3116"HS) UPGRADE F1L4527,4528,4529,4530 Miami Daae At°an�d � LYNN Afizz �•t,� '��CENS`c• •F� k No.58705 ROWDY. RA,S,AxM - • � 101,1111 u-. Fw falsa�s a urO�-eTASM140ASTM9M-02 °"°'°°`� %gip'. °+ 1070-mckmLOGYDRIVE DESIGN PRESSURES sYf+Ye of •'•.!��OR10P.•'•C9 � JR asem O NOTEmf4GRnMFORL0WNSES NOKOMIS,FL3407b �'" '/ s aN.. :z in �MUM D Ivo CI NYG,-8WISSHEEF pb 0o.l6v ALUM. FRENCH DOOR&SIDELITES,IMPACT 'I&I X% am"DY, 0. aa: NOKOMIS,fLS4274 ® BNfsAbel* °�" sxor n»tnls n: A.LYNN IWILWA,P.E. !K. 12/23104 L.r. 4/8/05 F0760 NTS 3 a 12 8006-11 E FL P.E 4 58706 -~ 7313!16"MAX.WIDTH 110 5t0"MAX.WIDTH —— 145 318"MAX.WIDTH r r � r MAX..X M HEIGHT95 ALL � r � ` l j{( QR XQ QX-O OXXO (SHOWING EACH VERSION SIDELITE . 37" 36 11!16° 36.11/16" MAX.WIDTH MAX.WIDTH MAX.WIDTH 26"MAX. 71314"MAX,WIDTH 2&" 333/16" M7dsilaUt T NE ViSKp DLO ALL X MAX.DL M .DLO in�;tviih ihiFta.tda . UNITS r r � r r � 791!$" MAX. DL ALL Ix PRODUCT REMWF.D ` a4 a myiyhtgwlth the Fimida SuiidiNO ugQoda ` ♦ r MiemI Dude Product COMM s I _ M. 111!!if X O(FULL JAMB) O (NARROW JAMB) �` "'�''4`°�"S NOTES: 1,CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB On FULL JAMB VERSION. = 2.FOR ANCHOR SPACING•AND DETAILS SEE SHEETS 9 THROUGH 11. Of 3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 0 t a 11�t1 W aeae acac a. % ''•: STATE OF FK raizua s tJo G rrrl3oHEET E MPLE ELEI/ATIONS %� Ft4R1d� 0�; o.a a 10r AR FI34PIsju. "or �r `SSl1�NA� ";�' -- ALUM.FRENCH DOOR A SIDE LITES IMPACT err �� JA Otl3 fv NUCENHQE&7Nf88NEtT Rasc3Xtag �; o�.�r,, a" A.LYNIG"iGfiCL�i�.P.E. atz NOKob1ls,Fl 34sra FDr64 NTS 4 12. 8000-11 E FL P.E.t158705 KK. !?l231tY! t.5: dt8105 VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL all OUTSWING HEAD JAMB SIDE LITE HEAD 4 E 4 HD 23, 6 Gf ORIGINAL VERSION TOP RAIL 13 8 21 �1 55 ALTERNATE VERSION TOP RAIL C C. MAX.DLO MAX.DLO . utrxRvlsso LvIn$Witt IN alSortRt. codv FJ(TERIOR INTERIOR EXTERIOR INTERIOR AX10 MAX. MAX. HEIGHT HEIGHT ORIOINAL VERSION BOTTOM RAIL 2 1& (66 ALTERNATE VERSION BOTTOM - ODUCTRMRWED complying veldt the Florida 6 2 tww No 5 n 1 10 Miomi Dade Product Control 3 7 In in/l X23 OR 24 aNY LYNN M/ VERTICAL SECTION C VERTICAL SECTION D '•'��celrsF r��>, NARROW AND FULL OUTSWING SILL * No.58705 JAMB S1DE LITE SILL �TIATOI �' 4eka+. %�vex • '�(C7�: Fat UMOM tt a sm—m RF.ma BROWAL RRA'1) ropAwao170MRvLE;<muSiom. V�RTICA� SECTIONS F ` t0707FCNROLOOYIR1VE CORIDP.•' \ J.IL O 7/D9 atowrusHslu RO!(OMI"fLWkS teBc '� s `6, "" ROCRANGaINS angEr ALUM,FRENCH DOOR&_SIDS UTFS IMPACT �''�S�ONRL \ .itR.' O!/TS�ID a P.O.R(rX 1620 avmen am+, a»dmd o 1 NOKOMIS,FL34274t- 7- e.eraadd am.r arMe nmmra A.LYN�JtIWLt i.P.E. rZ 12RW4 L.T. 4/8/05 F0760 '112 5' a 12 0000-11 FL P.E.4 58705 . ONO. . • - 4 ���� 1 rwuwa•w � !j CIW i� IMI • � (� MAI IV, WAR Fall Mal HORIZONrAL SECTION DETAIL$ ram ;'�:,':.-a���"a' �o � >9Uv_M��e,Aa-• iii • Tyy,�. y i 1 1 y � y :ff' ,��1�• T N S . .. � � y VD750 DOORS 110750 FULLUMA SIDE LITE 71 FM A1YQ7 DESCRIPTION PGfN 7TE1t DWGQ DESCRIPTION wra ERAMEI(LfPARTS I 8006 FRAME-HEAD SILT.&JAMB 68006 1 8006 FRAME-HFADkHINGGJAMB 65006 4 8068 DRIP CAP 68008 2 W03A OUPSWINGSILL 6aSMMA 4 8067 SCREIYODVER 68007 3 SODIC OUT-SWINGSH.LCOWIt 68004C 7 8009 MSTALI PiATO 680D9 4 5008 DRIP.CAP 8 •--•-......FRAMEASSEMBLYSCRUI N8X 1•'PHQUAD 78 A 5 •••••••••••HPAD,S)ILA)AMBWEATHEIiSTR1P SCHLWAL U833) 8500 20 8012 STI 68012 6 5007 SCREW COYER 63007 21 8014 TOP RAIL 6$014 7 WN. INSTAILFI.ATE 68009 22 8013BOTTOM RAIL 68013 8 ••-••••-••.FRAMBASSEMBLYSCREW98X1'PII AD ?RIPQA 35 HR DGpROD /6!8X36 RADA 9 32 STRA LIN SEAL 480)2 36 ........... . ....F( N_GMHELNUY5/16-I8 799 UfA 10 8058 SW _ SILL LOW RIS 4 8 37 8059 USSa AMP 60378M R PANEL ' 60 •-•••-••••.NBX314"P DRIVETOCSCREW 78X34PSTW 5 ••-•••H D ILL&7AAIBWNATHWS"IRiP SCHLEOAL U83337T8500 6t 802$ StDBLlTREII?ADTRIM 20 1 1 68012 680 21 RN TOP RAIL, IREADIDRol)DESI 65014 62 1 W29 SI.DEIITE3JAMB TRIM 65029 22 8013TTO\I11A1G FIRFADIDROD DESIGN 68013 FD.750 NARIkOW JAMB SIDE LITE :23 8017 TOPSWW 68(117 1 I 8006 PRAMP-HEAD&SILL 68006 24 800, DUMNSWUP 65016 PRIPCAP 25 •.....SWEIT SCREW&P4 X I/2"PHIJ,PH 6 BW7 ISCABW COVER 68007 _80ILA§IMJ,ACC V6&1NACLIVE 68015 7 SOO9 INST U.PIATH 68009 27 80218 GFARHINGQIAMDSfIN3 680216 8 .........., •RA IEASSFM LYSCREIYN8X1'PH UA 78100A 8020 R COVM 68020A 21 .14 TOP it, 84 J¢ 29 8.fFARIIIN. DACK-RftATH 68018 22 8013 M RAIL 68013 ., 30 6019A . 111N RStDE 68W9A 35 ••-••••••••TIIRFA OD51I(A8X36 RODA 31 8035 RFRN N 68035 36 ....-. .F 5/I6 t8 UPA 3 R IN SE1'•SCREW96-32xl/4' 37 8039 TRUSS CIA P 60)78M V1JQ11NoLAVIN.0 •.»•.~~ tD�spt�s aNA t�v F fad;n 33 R Hin MT4SCREW 012x3/4'TRUSS IID. 60 ••-••-....NOX3/4'PHSD VETEKSCRL•W 781(34PS7W i CbOt 39 R MTQSCREWN 2x•11J2'TRUSSHD, 6l 8028 SI LITBHPADTRIM 'N0„O- QI 35 RPA R 5/(618X36' OAA 7 8610 PRAM IAMB 68010 �15 F GLD NUTS/6l8 7990NUfA ASA IldDIN JdV 37 8039 TRUSSCIA P• 60378M 1 80 89338 IFRUNCHPOORASSEMBLYBEAM 680338 38 04Y 3/ RIATCHMECHANISM ASHLAND 39 SD30 � 4803D SJ '•••-••••••N10-?&X2112°PHSCRFIiV 82 ...........N10.24HBXNUT 40' TCHAWYSCREWSN8X2'SSPHHLTRHD 79=fPAX 83 „ ..,,,,,812XIIMTRHDTFXSCRIVY 41 8037 SIS SHOOT DOLT ROD(S VAN) 42 8013 ANDARgFLU3 BOLT3 W/SS ROD ULIIYAN 84 $6 SUBSILL OPTIONAL 68056 43. W31 SEIOOTBOLTGUIDE 48031 GLASS BUA1DS&SILICONE 44 ---• SE00'fBOLT(iUIPB&STRIKBSCRE S-32X3/8•SSPHIELTRHD 78X38PFTX 90 Y IJ S Nf CORN G9983995)R VAUNT 91 - 7/16IAMMATDCIASS 3/16'ANN..090PVBV,16' PRODUCTRENHWED 45 808 k_nr1=S PAIEATASTRAGAL AC7EVEERNGD WSIto-4351 as complying wfdt Ibe Florida 46 SW8L LOT•StfUKHFLATEATASTRAOAL ACTIVEHWGMRl W5110445I 92 " ••••7/I6"IAMINATrDGASS 3/16'HS..090PV113/16'HS) Building Cb& 93 ...........7/16'IAMMATMGL.ASS Ji6'ANN,,075VANCEVA,3116°HS Aueptonoallo 47 STRIKE TESCRLWS8-32X3/8'SSPHILL"fRHO 78)(3 X 48 •••-••-••-•S RIKEPLA BMWDLt;SCREIY 6.24X 1/2•'FH 7612FPTX � •••^7/16"(AMINATED CLASS JIG•HS..073 VANC[GVA 3116"HS E 49 8036 SMKEP1A GATHFAD&SILL 95 ••••-••••••7/8•IAMI I.CI 3116'T 114'SPAC$3/I6'ANN.A90P. 3116°HS 50 PAD STRI SCR6tiVS SS 8X 112 PHILLFH 7858ZAX 96 •••••-•••••7/81 LAMI U 3116'T 114'SPA 16 HS. PVB 3/16°HS Mtanti Dade Product Control 51 •• —. S'fREKr, T$8�VS a IILSS 8 X 1/2PHILLUNDQICUTIH 7SX12PFIIUX 97 » •••••7/8°(AMI LG JI6'T 114'SPAC 3/16'ANN..073 VANCIiVA 3116 H 52 t ACTIVET M SEf ASIt1AND 98 - -•-7/8'LAMII,Q 16"T,1/4'SPAC 3116 HS..075 VANCBVA 3/16°Ii 53 "8012 PASSIYSTRIMSEi AS"[AND - 105 8022 BACKDFAD 68022 `�� �LYS MI(iFR�i,�� 54 8094 STAtNLE3SSTFlI PASSIVIiLOCK(R+AR ASHLAND 106 MA SLBACKBIAD 68026& `���:y\G�NSE SS 8014A TOP RAIL ODOLTD&St 6SD14A 107 8023A 7/16'BFAD F A56 SO13A OWTOMRAILIA(1130LTDIS[ 68013& 105 8D24fl 718'1GBEAD &51 •••• 5116x21/2'LA BOLTS 75161ROLTX 109 1224 VINYLBULOWSTP(CHICK 47 _ W F,lwvvwc IIY1zve a UPDATEfLEM3,ADDfWMA5,M8.67ANO6I. owalas %'fl,A''• �pLB�P : fir : �+ R 1010TLrQlJNOLODrDRA16 PARTS LIST %]lp J.R. o O EOLOWR)S&s" xoxaMStNY42r8 ram �,i�t',�S.••`•••,•• C�,\\�\ R m 01 io R°Hv NOCM1NWSTMSHEET ro.eoxt628 ALUM.FRENCH DOOR&SIDE LITES IMPACT �'Ii/ SIDII %IX0 a1. o°a NOICOMIS,FL34274 o wrzataer srac' z amroeu a A.LYNN MfLL��i,P.E. I:IC 12/23/04 L.T. 418105 FD760 NA 7 12 6000.9 i E FL P.E.#68705 -y 1.278 .062 I-�— .o6z � . .062 .050 2,236 1,160 1.000 � I 4;027 .583 a11 t .311 ----3.63G--+I -F!.w--�-•--._.3.636--�1�1_ 1,353 �-•t--. 1;033 .050 .040 #8006 6063-T6 _L O FRAME, HEAD, JAMB O #8003A 6063-T6 OUT-SWING SILL Q OS SILL COVER . O C 6063-T5 A #8008 6063-T5 CAP 5 C6) #8007 6063-T6 AND SIDELITE SILL SCREW COVER 1 7 . 1+— •074 3.018� .I .062 2:000 49 1.9d0 1.36 1.498 .583 .050 TF. 3.636s -- ---►I rn 3.990 `=j 050 #8009 6063-T5 O INSTALL PLATE ®@10. #80 O 17 6063-T5 OUT-SWING LOW SILL 20 STILE TOP 23' TOP SWEEP rq,oavcT nevLtslr MOP.075 code 1.938 .100 1.938 050 e15 not 1:487 :797 . _ I'0 -4.434--�— ---0. 2240 22 #8013 6063-T6 #S #8 016 6063-T5 BOTTOM RAIL 21 TOP RAIL T5 @BOTTOM SWEEP .075 RODUCPRENEWBD .075 utmdtn$i thtsaFto w 1.936 100 1,938 T 00� 1.467 1.170 �0 11 r' 8.250 i I- 4.434iamlDade pane ttttttttf #80.13A 6063-T6 #8014A 6063-T5 #8015 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL ��.•��cENsfi _ N0.55105 . O nai R�vuUor ': t d i��F (U W.o1�rc OF III 'f E AK !(Vt7AU 8 tkCiRAOFltEAI3t ,'A SYA •'_` 107or€cxxocOoraRnAX7'RUSION—PROFILES ;4•cF..,FLOR�OP�� �� J.R' IXYI9i179 0 AwE0 LOV7RIsEsaLANOSECOw EKwusONswET. NOKO.N/$FL 34275 , •• R NOGWIOESTH/SSNEE(ALUM.FRENCH DOOR SIDE UFS IMPACT ''�rSSIONA����` �!L aftztito a P.O.IS*,FL 28 , an.ee N„ ' nn A.LYN�I.MlLI.�R,P.E. co" . T2 Deal: NOKO.4ttS,ft 94274 F 42/23/04 L.1 4/B/U5' �� F176o .E.#58705 8 .142 I71.812—I .742 I �_.1L 075 �---2.260— .075 .353 `=sv,-- 1 000 (-4---1.783•-� �►--2:438---+-�� .100 0724. 27 #8021 B-6063-T6 28 #8020A 6063-T6 D29 #8018 6063-T5 .30 48019A 6063-T6 37 #8039 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE;DOOR TRUSS CLAMP 082 .125 3.251 Jam. 050 3.775 0 438 I X15 1.0400 T' 2.622-----w� 125 050 �•------3.638-----a, �--1.695 O #8028 6063-T5 #8056.6063-T44 #8033B 6105-T5 ,a O70. #8010 6063-T6 80 1►-1�� 1, 61 SL HEAD TRIM e4 SUBSILL•, OPTIONAL FD ASSY BEAM NARROW SL JAMB .045 1.169 .040 .442 7� 045 2.313 PRODUCT RwrlsweD ?T—. .437 ns cbmplyueg with the Floride .965 4 04 5 {.B18 r-- ulld(ngCode F .957 �--• coePeme DM� '�`f #6022 6063-T5 #8026A 6063-T5 #8023A 6063-T5 48024A 6063-T566663-T5 oso r 1 M 10 BACKBEAD 10 SL-BACKBEAD 10 7116" BEAD 08 I.G. BEAD 62 SL JAM 063-M y ami Dada Pmductc7onhol SL JAMB TRIM ninif via Mltj� ,� No,58705 was S�rb►xa: �,�'. Gl' 0 11 11 Ll!— FrG; ra/a�na e»cfunE/musa EXTRUSION PROFILES '�O '.,. SPLOR JA 9�'1?A>9 NE19PA f07NOXO.Nl 34,216YOW *rte i�,��s' •••• ��\��� ,art' or /0 D H0CHWGE49MISWfEE1 f�aeoXfa28 ALUM.FRENCH DOOR&SIDELITES, IMPACT �,,S�ONAti���` a*"er:.Mk Duro NOKOd11S;fL 34214 a '"�* bai1" �"°� a*+v+� Ro A.LY�N!N1iLl! �2,P.E. A.K. 12/"4 L.T. 41"5 FD7W 1/2 9 d 12 8000-11 E FL P.E.#58705 9" „ 6.. _�6"r, wt 6" 11" 11° 3"MIN, HEAD&BILL. 11" 3"MIN. -- --HEAD&SILL 11" -- �TYP. ANCHOR �TYP. ANCHOR f CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) 10.671" MAX. MAX. O.C. O.C. ----�- " JAMB 18.500"0" RS � A CHORS 18.540 GHORS NC O S 5- 9-_s. •-�--- MAX. HT. QTY. HT. QTY: MAX, HT. QTY. HT. QTY, 95 3I4""-(6) O:C' 95 3/4"-(8). 95 3/4"-(6) O.C. 91 314"-(5} 91 3/4"-(8) 91 3Jd"-(6} (2)EQ. (3)EQ. 01314--(B) " 87314°-{6} SI' SP rrP 873/4"-(8) 87 3/4"-(5) 87'3/4 -(8) 83 3l4"-(6) 633A--(7)W 83 3/4"-(6) 833/4'-(7) " 79 314--(7) 11" 79 314 (6) 11" 79 314"-(7) 11" 793 -(5) 11 D 'T. ILA(CONCRETE} ® DETAIL B (WOOD) ®DBTAII C(CONCRETE) SEE.NOTE 6 A.M.TAIL P (WOOD) REGARDING A (SINGLE PANEL) ($INGLE PANEL) (�oI�MORE PANELS) A('PLICA13UTY (�OR MORE PAN ANCHbf2"TYMS: ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYP98: OF ENCIRCLED 1011,2 2 OR.3 10112 ANCHOR �QR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE-REPRESENT ANCHORING-OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D 4. ABOVE REPRESENTANCHORING OF ANY MIXTURE OF DOUBLE XX"DOORS,.SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. idw 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREW 06) CONCRETE SUBSTRATE USE TYPE 1 AT 1 318"'MIN,EMBEDMENT OR TYPE 2 AT 1314"EMBEDMENT. 1314"MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 13/9'MIN,EMBEDMENT. 3.SINGLE PANEL CONFIGURATIpNS:.(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) RENOWED D AND SILL......W MAX.FROM FRAME CORNERS. „ PwRcaupty�hrg wt thept the E10" AM85.....................11"MAX.FROM FRAME CORNERS,18.600"MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571 MAX.D.C.WOOD SUBSTRATE(DETAIL B). sultarng wao ,g Aeoeptaace "'t .034.TWQORMORE'PANELCONFIGURATIONS:(DETAIL C,CONCRETE SUBSTRATE) � �'Wo' HEAD AND SILL......6"MAX.FROM FRAME CORNERS,AND AT 3"AND W MAX.ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS(CLUSTER OF 4), Miami Dade Pro tact Contcot JAM13S....1Ill MAX.FROM FRAME CORNERS AND 18.600"MAX.O.C. 1111.11!!! 5.TWO'OR MODE PANEL CONFIGURATIONS:{DETAIL D,WOOD SUBSTRATE) 4YNM / r��f HEAD AND SILL....,.W MAX.FROM FRAME CORNERS,AND AT 3",8-,9"AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS(CLUSTER OF 8). PWS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 314l'. JAMBS.....................11'MAX.FROM FRAME CORNERS AND 10.671"MAX.O.C. = *r No.50705 ttEtitavE arE FR7 OTO E0VM1DEAFD � - .owom* : ''_., STATE OF R " Rti ANCHORAGE SPACING R a�aw '0707a7GNNOLOOYDRSW rit' narxtros c Noclwvcs7lirssxsEr NOKor�rs saz7s low ALUM FRFNCHDOORASIDE LITES IMPACT Rk of fo D ' OKRNt3EDTANCOW TO tJlT7iFICtkJ F•O en"tmy eKr. aehGate '% 74 artpDavlas(ct wMsvra 9 A•LYN�t�&�� R,P .E. E 5B705 12 SQ1e.z 1a= 1.T 918Ip6 ® CONCRETE ANCHOR WOOD ANCHOR,.. 114"MAX• WOODANCHOR CONCRETE ANCHOR SEE NOTE 1 OPTIONAL OPTIONAL (NOTE 1) 114 MAX: SEE NOTE 2 GROUT SEE NOTE;? 1/A'MAX, GROUT.—SE84 1/4"MAX. NOTE 5' 84' GROUT, NOTE GROUT SEE 5 NOT&5 SEE NOTE 5 j :EMBED. \ f : 1 r . EMBED. 3 A KSI MIN :;„% J , 3•d KS!MIN., , .; 'CONCRETE + Y r" SEE @� ' , q.• t ' SEE 1318" 1 3(8" NOTE 1 CONCRETEt NOTE 1 MIN. 2x WOOD,SEE MIN. 2X WOOD,SEE :}:::;'%• "'••`,'cSr, �! . NOTE 3 •;::.,� `•, .. ..: '�--•'----j- NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL.SIDE LITE SILL ! LA TYPICAL SIDE LITE SILL OPTIONAL.SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO iNOOD) EXTERIOR INTERIOR RIOR[ : (ALL HEAD&SILL SECTIONS) e i : EMBED, 3.4 KSI Mild CONCRETE i or SEE':L� t a .it NOTE 1 «t it Fbl \ i,'EMBED, i .4 K$I MIi� a.•.. SEE MAX. •• , 2x WOOD 1 3/8"MIN. -10%',,'2• CONCRETE g' ':NOTE 1 SHIM SEE NOTE 3` ! t 15 41 Ix WOOD SEE NOTE 3 114"MAX MAX, SHIM SHIM ® IrT CONCRETE ANCHOR;SEE NOTE 1 &CONCRETE ANOHOR SEE NOTE 1 AWOOD ANCHOR SEE NOTE 2 ' • PRODUCT RENEWED uwld,the Florida TYPICAL DOOR&SIDE LITE HEAD ns.complying�KecoN NOTES: in 1.FOR CONCRETE APPLICATIONS IN MIAMI=DADECOUNTY,USE-ONLY MIAMI-DADS COUNTY APPROVED£LCO 1/4"ULT OR 114"SS4 CRETE-FLEX. MIN.DISTANCE - FROM ANCHOR TO CONCRETE EDGE IS 1314"..MIN.EMBEDMENT:114"ULTRACON-1 3/8",114"SS4 CRETE-FLEX-1 314": Miwni Dade Product Coo 2, FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G6)OR ELCO 1/4"SS4 CRETE-FLEX-1 318"MIN.EMBEDMENT FOR EITHER, 3.WOOD BUCKS DEPICTED AS'lx ARE LESS THAN 1'112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD-BUCKS DEPICTED AS 2x ARE 11/2"THICK.OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO'BE ENGINEERED BY OTHERS OR AS APPROVED BY THE: 11 I t rt I AUTHORITY HAVING 4.FOR ATTACHMENT TO ALUM.THE MAIL SHALL BE A.MIN.STRENGTH OF 8063-TS AND A MIN,.OF 1/8"THICK. THE ALUM..STRUCTURAL MEMBER SHALL BE OFA SIZE TO ......\\ PROVIDE FULL.SUPPORT TO THEDOOR FRAME SIMlLAR.TO THAT SHOWN IN THE DETAILS:ON.THIS SHEET FOR2x.WOOD BUCKS. THE ANCHOR SHALL BE A#42 SMS zSQ� �\ '•'p WITH.FULL ENGAGEMENT INTO THE ALUM. IF THESECRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING'FOR WOOD SHOWN = *: N0.58705 * ' ON.SHEET 10 MAY BE USED. _ 5 IF SILL IS TIGHT TO;SLIBSTRATE,GROUT OR OTHER MATERIAL.IS.NOT REQUIRED. IF USED,.NO,NSHRINK,NON-METALLIC GROUT,,3400.PSI MIN.,.(DONE BY OTHERS) .b Gi• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT.IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. 7J : / 1� tf eY•' uo,atmx. :0 STATE OF Fx a '"�' NOt't4�'t"1D '�� ANCHORAGE VkTA/LS %, �, •.�ZORION--"GN tzax f0707E`WINOLOO Mpla i c ,Ia�aNOsae°tiirr essncd8rui oaN aatr is Koxguls rz sa2t6 IONAL SR• OtRevfO' Cfm0ffa'rAPC0W'fO V`7RAOXF. ` P.O.SQK152a ALUM.FRENCH-DOOR&SIDE LITES IMPACT vitvm A !���A��,a P.E. wk: an. NOXOM/9 FL 84274 - K. 12123104 L.T. . 4/8/05 fD760 9/4 1!__ 12 8000-11 E FL P,E.#08706 �]EXTERIOR' INTERIOR (ALL SILL SECTIONS) CONCRETE OPTIONAL ANCHOR, OPTIONAL . SEE NOTE 1, 84- 84- CONCRETE k SHEET 11 WOOD AANCHOR Q A ANCHOR® 0 WOODSHEE II SEE NOTE 1 1/4"MAX' SEE NOTE 2 SEE NOTE 1,SHEET 11 A SHEET'1I 1/4"MAX. GROUT, 1/4"MAX. 1/4"MAX. SHEET 11 10 t -�^=GROUT, SEE N07E 0 .. - ip t SEE NOTE 5, _ _�i 5,SHEET]1 ^; GROUT J GROUT, T' SHEET 11 A SEE SEE NOTE -� N07! 5, 5,SHEE711 ';:;( SHEET 11 _ ___ . .rS.a;�tvi�.� - - :.r•2_ '•s.:i.J..•^. :4�ar- �'MQEb. ::3.4 KSI MIN. I sr ''K t' ?. 3.�KSI f41(N� EMBED. � `��/� � �� SEE N0�'E 1, :,�:t:�_,' ~' : : y• 4 8EE N07E], 1 3/8" 2x W00D,— SHEET 11 1 COfVCRETE;,;s- `::� :l: ;F..:CONCRETE . ® MIN. , NOTE-3.=- - 1 318" 2X WO6D, ;::.,,..: ::•: :::• :`r:::; t`•';=; r. . SHEt;T 11 SEE NOTE 3,_ MIN. SEEN07E3�- ' SHEET 11 SHEET 11�— TYPICAL DOORSILL OPTIONAL'DQOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) �nnut�aa�url� ®E SEED EMBED.� SEE ►d Tai tla.t CONCRETE CONCRETE NOTE 1, A ANCHOR, ANCHOR, 4- tk HE. NOTEI, SHEET11 SEE NOTE 1, " SEE NOTE 2, SHEET 1] SHEET 11 1 318 SHEET 11 INTERIOR .f. ,•�: ; ., MIN." (ALL JAMB SECTIONS) I CONCRETE EXTERIOR `I qty ANCHOR, , (tit _ SEE NOTE 1, SHEET 11 3.4 KSI MIN'.•'';;:�f; s CONCRETE ,*.": (� OR 1.5 KSI ';'•`.,.`•;;3.; 3.4 KSI MIN. " CONCRETE ~ }''•' MIN. 2X WOOD PRODUCTRENHWED 1%WOOD, `' SEE NOTE 3, ascomplyingwiththeFtoride f?,:� '%,�'•i.i '`•' `•ti; SHEET 11 fi ceptance N. 11L�.� SEE NOTE 3, .01 Acceptr:ce No SHEE71l. piti116It a 1/4"MAX.SHIM--a I 1/4"MAX.SHIM-- �— 1/4"MAX.SHIM--] a Miami Dnde Product Control TYPICAL DOOR&SIDE LITE JAMB �{{U NNi oN ........Mii �. \* ENSp No.58705 a, n►a omwx F l STATE Of Ll/ F1c lNt7h?s. a NElY9Ni ApO9UeStttANDAi7>RIlA7ETPPdBO1TdMW1fLFJYlrtU9lAV9. ANCHORAGE DETAILS �� CifANOEpM)N(C$lDFtE f07078t';IiNOLOOYDRNE _ % 'rLOR►OP`.•'• ` � °� nvv114►1QE99NEET tZEDDErA1LS NOIfdMi3 FL 3075 ALUM.FRENCH DOOR&SIDE L1TES,IMPACT l��` �s/ANAL Jrz ��otnevtD %9 Brox MTs FL 3344174 a s b s'o6 c e� M* A.LYi�t� flfl!t! I2,1P.E. F.K. 102&W L.r. d/&W F076D 114 12 a 12 =8000-11 E FL P.EX 68705