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HomeMy WebLinkAboutProduct Approval r Miami-Dade County Building u y g Product Information for N.O.A. 17-0411.08 NOA 17-0411.08 L4--jllibrary/productcontrol/noa/17041108.pdf) Superseded—By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Horizontal Slider Material Vinyl-PVC Applicant PGT Industries, Inc. (pc-result detail aun.asp?app alias=101544) Expiration_Date September/24/2020 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 65 Maximum_Design_Pressure_Negative 110 Description Series"HR-5510"PVC Horizontal Rolling Window-L.M.I. Green Sustainable Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. Ubuildina/pc-result key app.aso) Page Last Edited:Wed Jan 25,201710:40:27 AM MtAMMWE M IAM 1-DADE MIAMI-DADE COUNTY ® 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.sov/economy PGT Industries,Inc. 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(AHD). 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 19E[R-551011 PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-E R5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,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 shalt 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 numberpreceded 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 manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.17 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 reviewed by Jorge M.PIasencia,P.E. NOA No.17-0411.08 f C E COUNTY Expiration Date: September 24,2020 Approval Date: August 31,2017 Page 1 t PGT Industries,Inc. NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted cinder NOA No.15-0903.10) 2. Drawing No. Al-D-HR5510-01 titled "Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up.drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,DurasealO spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NDA No. 16-0714.17) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8073, dated 02/18/15,signed and sealed by Idalmis Ortega, P.E. (Subt.-citted under NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074,dated 11/06/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 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. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol@ Ultraclear, Clear,and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No_ 14-0916.11 issued to Kuraray America,Inc.for their "SentiyGlas® (Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No..16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Prpuct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 i \ i i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC-5t'Edition(2014)and FBC- 6"Edition (2017), dated 08/02/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries, Inc. for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/01/17 and expiring on 09/24%20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2S ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEETS 12-314°MAK O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 6'MAX. +•I Lam• - B•SEE 1.114' LEVEL,SEE SHEETS 6-S IMPACT RESISTANT SHAT 3 SEE SHEETS .� MAX � � 9-16 O.SEE 2-5 ANCHORS,SEE CLUSTER u ��� _` 'SHEET4 DETA!L33HEE75 15.85' — 16.04"MAKO.C. r- --1 r '[ --r MAX.O.C. _s,B,SEE sHEE�f 3�_.` 10, i i 7 _ - 8"MAX. f-f- _ i —L_. ., SHEET 3 I a C.SEE 10'MAX. — - =-� E SEE _ F }T [ SHEET3 46 I 19' 76' �_. EQUALLY / ((� / MAX.O.C. MAX. / I 72• E SPACED v- ANCHORS PER _ I HEIGHT 1 / j / _9U EQUALLY 83' CIM TABLES 17-22 / / I HEIGHT ANCHORS PER BOCK SEE / TABLES 23,Z/ - 1 HEIGHT 3HEET3 O X _L 9.16 O X .� X O X I MAX� .OZ. W MAX. - L MAX - SEESILL -I - SEE 6LLL I U/EEPtfOIE,_J� qn O.C. I 3'rvtw '-- WEEPHOLE 4'O.C. j� -+-� 3'MAX. SEE SILL., DETAILS, 1-+- �' DETAILS, OWEENf}I L WEEPHOLE 4.O.C,BETWEEN _ SMiEE73 EPHE HOLES Y MAK DUCK YADTH —► B SHEET 4 EPHOLE 76'MAX.BUCK WIDTH •—�D SHEET 3 AX SUCWEEPHW 3'MAX. 140'MAK BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAiL-FIN CODES/STANDARDS USED: I •2017 FLORIDA BUILDING CODE(FIC),6TH EDITION j GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •AST E1300-09 1) coDE(FBc),5TH EDITION ASTM E1a6o�ns I 1)THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOR03A BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION I 2)SHUTTM ARE NOT REQUIRED WHEN USED IU WIND-BORNE DEBRIS REGIONS-FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ THE OUTBOARD LITE(CAP)MUSTTEmPERID. •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MUUAI-DA.DE COUNTY,USE ONLY MIAMWADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO •AISI S100.12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSf PER ANCHOR TYPE eAtSC 380.10 4)ALL WOOD BUCKS LESS THAN 1-V2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS AREOPTTONAL IF UNITIS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS I DEPICTED AS 2XARE 1-112'THICK OR GREATER,IXAND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCKDESIGN . AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES._..................1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS { ELEVATIONS GLASS ...».-....................1 1 SHOULD BE SEALED.OVERALL SEAIJNOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL DE GONE BY OTHERS AND IS BEYDNO THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)114'MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.».._......__..._....2 7)DESIGN PRESSURES; - INSTALLATION,FLANGE& i A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E7300. i B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13W- EQUAL LE .........._..3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION,th-iEGRAL FIN - 3NODETAILS—.........- ET NEL_. . 4 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST PIE WINOLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE THE 33-1/3°h STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS_._..........___5 I THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COVE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES...___....8-3 i SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES..,."-.,T,.-(1-18 8)METAL SUBSTRATE TO WE,-MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORRY HAVING JURISDICTION. EXTRUSION PROFILES&BOM.-17 10)REFERENCES:TEST REPORTS FTL-8072.6073&8074:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO ACGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER ASSEMBLY..........._._.. SHADES OF CAP COATED PVC EXTRUSION NOA5;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL - -"18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. O comp In with the Plorida USER INSTRUCTIONS: BOA-Moo NOA-No. 17-0411.08 i)DETERMINE THE SITE SPECIFIC�2)POJOWINGYOUR FRAME TYPE,'N�N OW CONT GURATION(OX XO.XOXI&ZE,GLAZING OPTION FROM(FABLE INGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD LAND D��7 ``���� ONYfLYNN It�i�� R C� ��Toracznr.ADecD 'ImUonD 09/2412020 REINFORCEMENT LEVEL DETERMINE YOUR WINDOWS D-cSIGNPRESSURE REQUIREMENT FOR THE WINDOWOPENWGUSING ��•''UCENg t!/ JR 03/27/17 NM TO ANCHOR CITY.TUB. By • F � Mtam1-D oProduct Contro TABLES 6.16(SHEETS 6.81 IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q•,.• -<1_1 Rev!sed W. Date: Reriv- OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET TO HELP FIND THE APPROPRIATE TABLE *.• N0.687f>✓ •'� 3)Of7ERMJNE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2AND 30N SHEET 2 ACCORDING TOTHE INSTALL.ATION CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHOWSUBSTRATE WILL MEET �� : J GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THATALL MIN.REQUIREMENTS,'ROM THIS 1 0 7E : SET ARE MET, � %.(L .• ,• (V� 1070 TECtINOLOGY DRIVE 5)INSTALL AS PER SHEET3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIty.FCHANNEL INSTALLATION.• �i �;<pg10A,,•= N.VENICE.F734215 USE TABLE 4 ON SH SET 2 TO R NO THE APPROPRIATE DETAILS. ��SS/ ' G�`�� (941}460.1600- HORIZONTAL ROLLER-LM' 05/15h5 NAL E "� cDPY6lcITv2m?mromueTRlTawc NOTE:DESIGN PRESSURE RATING DETERMINATION NS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, 'A�O r,/t P E nro�rrs eR' S°rla/ilad°N° Sm'e: STieet: Drowfn0 Na Ray. INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2- P"WTp., CER T.OF AUTH.029298 HR-5510 NTS 1 OF 18 MD-HR5510-01 B w 1 . I TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Doscrl tion stud from Exterior to Interior Frame class P (LI ) InstallationType 'A"=ANNEALED Types Options ConditionsSubstrateOption Detail Sheet -HEAT 6 7181 Laminated I.G.:Vit"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 118'A Glass with.090'PVB tntedayer T=TEMPERED STRENGTHENED (sac Fig B) (me Table 1) 6 718'Laminated I.O.:118"T Exterior Cap+7116"Air Space+WIG'Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 'PVB'=.00P TROSIFOLO PVB Through the ..-Into 2X Wood FrametBucketep-street 4,option 5 7 718'Laminated I.G.:3116'A Exterior Cap+318'Air Space+5118"Laminated;(2)Utes of 118'A Glass with.(7701 PVB Interlayer BY KURARAY AMERICA•INC. JOharerel 1-4 irdegra)fin...... ,,..Into Metal-sheet 4,option 8 8 7/6'Laminated I.G.:3116'T Exterior Cap+318"Aft Space+5116"Laminated;(2)Utes of 116"A Glass with.090'PVB Interlayer 'SG'=.050-SENMYGLASO (gt) Through the frame..-Into 2X Wood FramelBuckstc .sheat 4,option 6 INTERLAYER BY KURARAY ofthe t'ilndow•••••••,•Into Metal-sheet 4,option 7 10 718"Laminated I.G.:118'T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Liles of 118°H Glass with.090°SG hdedayer AMERICA,INC. Into 2XWood Framel8uckstdp-sheet 3,option 1 11 7/8'Laminated 1,G.:3116°A Exterior Cep+318"Air Spare+5/16"laminated;(2)Utes of 118"H Glass with.090"SG Interlayer Range 1-4 Through the Immo ....We Concrete/CMU-sheet 3,option 2 12 718'Laminated I.G.:3116'T Exterior Cap+318°Alr Space+5/16"Laminated;(2)Utes Wig"H Glass with.090•SG Intedayer (til) of the window...... ..-Ihrctgh 1XBuc6*trip Into Concrete1CMU-sheet 3,option 3 14 7/8'Laminated I.G.:1161 T Exterior Cap+5/16'Air Space+7/16"Laminated;(2)Utes of 3116'A Glass with.090"SG Interlayer GLASS TYPES S. 5 Into Metal-sheet 3,option 4 MAY NOT BE USEDD IN N THE Through the .._.joie 2X Wood Framet8uckstIlp-sheet 4,option 5 15 718'Laminated I.G.:311W A Exterior Cap+114°Air Space+7116"Laminated;(2 )Utes of 3116"A Glass wth.090°SG Interlayer HVHZ—ABOVE 3P. kit ral Fin Integral�••••.. ....Mo Metal-sheet 4,option 8 16 7/8'Laminated I.G.:3116'T Exterior Cap+114'Alr Space+7/16'Laminated;(2)Utes of 3116"A Glass with.090°SG Interlayer � 1-a (93) TMovyh the Same •-•-kdo 2X Wood FmmelBtrcksldp-sheet 4,option 8 EE SHEET 0.TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE INDEX. Oftha tvimbw..... ••,•Into Metal-sheet 4,option 7 TABLE 2•ALLOWABLE ANCHORS THROUGH THE FRAME ....into 2X Wood FmmafSuekstdp-sheet 3,option 1 Min.Edge Min. •MIN.OF 3 Materiel Mia F Min.F, Equal-Lep 1-4 Through lM frees No Ccnerete/CMU-sheet 3,option 2 Group Anchor Substrate r ("1 citta lviri�a......[*.-..".through 1XBuckstdp Irco Concrete/CMU-sheet 3,option 3 Distance Embedment THREADS P.T.Southam Pine(SG=O, )- 7116" 13/8" Steel Screw 32 kN 120 ksi BEYOND THE ....into Anatol-sheet 3,option 4 #10 SMS METAL 1085creN 60 ksi 95 ksi (steel,18-8 S.S. Steel,A36' 3/8' 0.0(IS SUBSTRATE. 410 Screw 90 ksl 110 ksi or410 S.S.) Steel Stud,A653 Gr:33• 318'° 0.0451°(18 Ga.) •UNGROfIrED Elco Asw"atoM 57 ksi 96 ksl A Aluminum,6063-15' 310" 0.050" Elco UhraCo:* 1S5kei 177 ksi FIGURE B:FRAME TYPES CMU'VALUES 410 SS Eloo Crate-Flex6 127.4 kal 189.7 kej P.T,Southern Pine(SG=0,65) 7/16" I_VS! MAYBEUSED 6063-T5 Alumimnn 16 ksi 22 ksl +- 3116"steel Ultrawn Concrete(min.2.85 ksl) 1" 1-We, FOR GROUTED � Ungrouted CMU,(ASTM C-90) 2.112" 1414• CMU A36 Steel 36 ksi 58 ksl [���/[� P.T.Souther Pine(SG=0.65) 9/16• 1-318' APPLICATIONS. Gr.33 Steel Stud M ksi 45 kal 2 O� #12 SMS Steel,A361 318" 0.050' B (steel,183 S.S. BOX OR Steel Stud,A653 Gr.33• 318' 0.0451"(18 Ga.) FLANGE I EQUAL- IX 410 S.S.) INSTAI.lAT10N NOTES,SEE SHEETS 384 FOR ILLUSTRATIONS: LEG Aluminum,606?-T5• 318° O.OS3" 1/4"steel URracon Concrete(min.2.65 ksi) 1" 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ONTABLE9 C Ungrouted CMU,(ASTM C-90) 2-112" 14/4" 2 8 31 THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 114"steel CreteAex Concrete(roto.3.35 ksi) I. 1314° ANY INSTALLATION OPTION SHOWN MAY 8E USED ON ANY SIDE OF THE vtNOOW. 1/4"steel Ultrawn Concrete(min.2.85 ksi) 2-V2" 1314° -•---�—�, 1/4'steel Ultroon P.T.Southern Pine(SG=0.55) 1" 1.9/8° 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. � T THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 1/4°steel CreteHex Concrete(min.3.35 ksi) 2-1/2" 1314" CONSIDERED 1X INSTALLATIONS,1X 4Y000 BUCKS ARE OPTIONAL IF E3 Ungrouted CMU,(ASTM 690) 2-172" 1-V4' UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED M D 1/4°steel CreteAex J CHNEL INTEGRAL P,T.SouttremPine(SG=0.55) 1' 13/8' AS 2X ARE 1-112"THICK ORGREATER.1xAND ZXSUCKS(WHEN USED) � FIN I 1/4'steel Aggre•Gator Concrete(min.3.275 kel) 1-112" 1316• SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE P.T.Southern PinO SG=0.55 1^ 1318• STRUCTURE wool)BUCK DESIGN AND INSTALLATION IS THE 1/4'steel Aggre-Gator Grouted CMU,(ASTM C-90) r r RESPONSIBILITY OF THE ENOINEERORARCHITECTOF RECORD. 3)VISIBLE LIGHT VADTH OR HEIGHT(ALSO Rc-FERRED TO AS DAYLIGHT i TABLE 3;ALLOWARLE ANCHORS THROU 3H THE INTEGRAL FIN OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as comps Ing with the Florida Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Coda j Group Anchor Substrate NOA No. 17 0491.08 Distance 6nbedmenC E 2.1/2 x.131'Common Nail P.T.Southern Pine(SG=0.55) 318' 2-7/fir ���t t t t l�r Re i°ed W. Data., tension: Expiration Oat o 09/24/2020 �.� apt LYM/V �•., JR 03/27/17 No—ces-s- 2-1/2'Ring-ahank Roofing Nail P.T.Southern Pine(SG=0.65) 318" 2.7/16' `.�C\��,.•VtC...... Roused W. Dote Rev:e3on: Mi 1/2 1378" am o Pror uct Contra P.T.Southern Pine(SG=0.55) 010 Trusahesd SMS Aluminum,808375• 318° 0.0501 yr: No.58705 (steal,183 S.S. cr 410 S.S.) Steel Stud,Gr.33' 318" 0.0451'(18 Ga,) *- a Deecnptterq D.a.n ey F steel,A38 373^ 0.050• GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF 3 , - 3, r�.. P,T.Southern Puna(SG 0.55) 911E 1-318 THREADS L) '. 5T E 10707ECFWOLOGY ORiVE Tree: Date - #12SMS T N.VENICE,FL 34275 (sled,1SIVIS Allanlnum.6063-2'• 318' O Car MBE ON.DTHE ',�31 ''�ORIDP,.•' : (841)•480-1600 HORIZONTAL ROLLER-LM 05/15/15 4 Steel Stud,Gr.33' 318, 0.050' or 410 S.S.) SUBSTRATE. '���OLyN/i i'I `P.E, ��07a RDUSTivas,e:E. Sewn�addr Srnlo: a• fTradrrp Na. Re, Steel,A36• 318° 0.050• CEFr OFA11M2ee HR-5510 NTS 2 OF 18 MD-HR5510-01 B P,EA sa7a5 r i. INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 ORI 22`OR 23 ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENTANDEDGE OPTION 4 G BUCKSMP INTOCONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET (SEES ETS 6b) SEE NOTE 2,SHEET 2. CAL FOR ANCHOREOTHROUGH EDGEOISTANCE SEE TABLE 2,SHEET 2. FRAME INTON.ETAL TYPIALL FRAME INTO 2X WOOD "XO"OR'OXOX'SSASH 1/4"MAX SHIU EMBEDMENT FRAME OR BUCKSTRIP. - —�-�-' 1/d"MiVL SHIM i8 29 SEE NOTE 2,SHEET2. - 13 19 16 30 � EMBEDMENT 20 OPERABLE �:J 8 EDGE FLANGE -�-/ g100RW25TEEE `7 4U SASH DISTANCE FRAME (� � SMS(CS).SEE 37-39 �-' SHOWN I I _ —��L TABLE 2,SHEET 2. •�°• • + 2 O 1 u(-I/4-MAXSHIM 41 � �_ TYP.ANCHORTYPE, FDIED o C� EMBEDMENT AND 13LRE I SSI EDGE DISTANCE PER LIGHT WIDTH t+- SUBSTRATE,SEE TABLE 2,SHEET 2. 87 DAREnPPROVcD MULLION. �29 FICSTEFLF PLIANT _ VISIBLE 0ALUPAINUhYSTEEL FRAMING PLnNGE LIGHTWIDTH � OR STEEL STUD.MAY BE FRAME 72 1d 4 EQUAL VISIBLE VERTICAL.OR HORIZONTAL SHOWN 24 OR 25 0 26 LEO (1)AT MIDSPAN OF INTERLOCK LIGHT F� SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8-6)TYPICAL FOR ALL FRAME q3 (1)3.1R-FROM EACH SASH HEIGHT TABLE 2,S14EET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK VADTH SASH STILES/RAILS 2s HORIZONTAL SECTION A-A(OX) 22 OR� BUCK 28 \ 30 16 19 18 (SEE SHEET 7-8)TYPICAL HEIGHT EXTERIOR T 43 FOR ALL"XOX"SASH OPERABLE o OPERABLE �. 20 _ OPERABLE 43 . SASH SASH. SASH VISIBLE _ 37-39 �_- 21 OR&RO # UGHi (SEE SHEETS") HEIGHT Q i 28 �1 LL TYPICAL FOR l J 41 ALL SASH -L—I 16 - I I O FIXED �� ) 80 (I ^fl VISIBLE ttlt"���'-----"' LRE - i� VISIBLE U 45 47 _- LIGHT WIDTH �- ' LIGHT WIDTH 43 r- -- 29 FLANGE r 81 ! - FRAIME 87 o• o '; O WEEP OPT. 29 i i. 15 SHOWN -Jl- NOTCHES 80 - C t.�l4•X 1/4' o.,� --O &R 2LIGHT WIDTH 72 1442 VISIBLE EXTERIOR . (SEE SHEETS 6.8)TYPICAL FOR V 4 4 ALL"XOX"FIXED MEETING RAIL , 114"MAX t� BUCK WIDTH �lq � �S"'M HORIZONTAL SECTIONE-E(XOX) EQUAL-LEG 41E0 PRODUCT-REhtSED as eom 1yfi�gg with the Florida TAI.I�PON AS PER SECTION A-A ABOVE 8uiidfag Codo I EQUAL LEO l 1T t 1I ._ SHOD NOA-No. 17-0411.08 FRAMESHOWN - • ```���QN...../yN�i,�'' RMsea�: pore: RNO CHWOES TWSSET. Expiration 01'2412020 INSTALLATION a� {ICENS�'•!!, JR 03/27/17 g OPTION 2 _� `•.ctp' ei^ D.I. Rav clan Miam a roaacc cbatmi ANCHORED THROUGH `7F: W68705 FRAME DIRECTLY INTO _ CONCRETEIC6AU. .EDGE --O p' Dexrtpttom ��pY DISTANCE VISIBLE LIGHT FORMULAS �� ' 31 I�" �; FLANGE&_EQUAL-LEG/BOX FRAMES - J ROSOWSKI I TYP.ANCHOR TYPE, 'Q y2ATE :••(V. EMBEDMENT AND EDGE VERTICAL- (EQUAL-LITE,XO -1 ''� •• 1070 TECHNOLOGY DRIVE DISTANCE PER SUBSTRATE, �i '•.'Q<ORIOP,,••' _�� N.VENICE,FL 34275 Tipe: Ootc SEE TABLE z,SHEET2. SECTION B-B -WIDTH:BUCK IAMTH 12-4-114• %,SS�•'NAI.�NGo (841)41804600 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-114" i O ` corrraaKrozonlcrww�rat'0.u�c. /!11 7 11 11111 amrto S-d-o w-W.-• Seo1e: Sheet: LYeirin2 Na Rw: aLYNN P"? RE. DIRT.OFAtrM 1719298 HR-5510 NTS 3 OF 18 MD HR5510-01 B - i l i i INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 —'� -- INSTALLATION ANCA40RED THROUGH FRAME INTO 2x OPTION 7 8OR 22JOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRMG SEE INSTALLATION NOTES SHEET 2 ( EES EETS 6-8) NOTE 2,SHEET2 ANCHOREDTHROUGH INTO METAL(INTEGRAL "--""` TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN FIN INTO 2X IF EMBEDMENT FIN/FLANGE REMOVED) 'WOR"OX"SASH WOOD FRAME OR BUCK- !) E' STRIP.SEE NOTE 2, EOOE 1!4'MAX t211M 19- 16 30 16 29 I 1 J SHEET2. - _ DISTANCE 13 20 OPERABLE 28 EDGE DISTANCE JLMANNEL 4100R#125TEEL (L TJ 40 SASH37-39. FRAME SHOWN O SMS(0),SEE - TABLE 2,SHEET 2 P - LJ 28 �I 1 TYP.ANCHOR TYPE, 1 1l4•MAX SHM NIAND FIXED 41 .J G EDGEDM DISTANCE Q I SUBSTRAE,S PER TVP.AHCHORTYPE, FIN AND/OR LITE LIGVISIBLEHTIBUEWDTH SUBSTRATE,SEE /� TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE MAYBE l I (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD ---���—� 72 n SEE TABLE 3,SHEET2. o 85 87 FIN 13 FRAME IJ DADE APPROVED MUWON, VISIBLE 42 EXIgR10R SHOMN 29 FBC COMPLIANT LIGHT WIDTH ALUMINUMISTEEL FRAMING 72 O O 1d 3 OR STEEL STUD.MAY 24 OR L O�28 VislBl£ POFD OR OR HOR¢ONTAL. (SEE SHEETS FD TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, °XO'OR'OX'FDD MEETING RAlL HE��+T TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH 29 16 TYPICAL FOR FLV INTO METAL 30 18 19 28 ALL'XOX' (FLANGE MAY BE REMOVED) BUCK )XTERIOR �' , OPERABLE 40 20 OPERABLE d3 SASH HEIGHT T _ SASH SA - #100R.12STEEL ' NSIBLE — f- �' _ 37.39 r-;�"-' SMS(G5}.SEE 21 OR 202 23 LIGHT OPERABLE a L II 1 I ; ;1 , � O TABLE 2.SHEET 2 SEE SI LEETS 0-8) HEIGHT SASH Lr,�' Itt.'U 28 41 J TYPICAL FOR C-- J ��".. - - . ALL SASH L• 1g I f FIXED I VISIBLE �o- LITE - ^•� VISIBLE 88 45 4T U3HTWIDTH �� " LIGHT WIDTH - �=�7 FIN J)t { 80 81 FRAME 87WEEP 29 NOTCIlES_ 29 SHOWN I VISIBLE lb 42 EXTERIOR C� a!4'XVA° { COR 26 LIGHT WIDTH 72 14 f1 JCHM'N£L 1-1/1'X1!4' 3 (SEE SHEETS 6.8)TYPICAL FOR V 1 FRAME is ALL"XOX'FIXED MEETING RAIL _ SHOWN 33 3 114'MAX HORIZONTAL SECTION C-C(XOX) PRODUCT REVISED j as compl�InB with the Florida SHIM (1)AT MIO-SPAN OF INTERLOCK INSTALLATION A9 PER SECTION 0-D ABOVE Bulidin9 90 FIN FRAME -- 43 (1)3.112 FROM EACH SASH I I I I(!1!/ Non-No. 17.0411.08 CORNER AND(i)AT CENTER OF SHOWTI , �--��- SASH STILESiRAILS ��� NY LYNN '4 ReHsed Br. Data: Expiration Dram 8124!2020 TVP.ANCHOR TYPE,. JR 03/ Ro-+ision:27/17 NO CWWG-rS TH65NEET. �. EMBEDMENTAND « �:' F�•;���` ey EDGE DISTANCE PER '- EDGE DISTANCE Q;: t•P R.A d W. Date' Rnfakn:• Miami- a Fromm,Contra SUBSTRATE,SEE SEE No.55705 TABLE 3.SHEET 2. --.-1.EMBEDMENT DvacrfAfi­ Warn 9y. ) VISIBLE LIGHT FORMULAS •� 3I I� - J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI i INSTALLATION OPTION_5 VERTICAL o'. SIA 1 {EQUAL-LITE.XO&OXI .t� a Y!/ 1070 TECHNOLOGY DRIVE Tiro: Dotes ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ •'•.�ORtOP,.•'•��� N.VENICE,FL3427S \NDTH:BUCKWMJ2.4-1l4' �i s INTO 2X SEE NOTE 2 MEET 2C* HEIGHT:BUCK HEIGHT-7-1/4• '%,s�ONq�EN�.�` (941 °'16°° HORIZONTAL ROLLER-LM 05/15/15 calmcwlTo2onPOTusuaTRes rac r111I 11 ltl o scrta,/Moder. ScoWt Shea• Dia+ihq No. Rer. h LYNNL9lI FR P.E. CERT OFAUTH.A29298 HR-5510 NTS 40F 18 MD-HR5510-01 B P.E.R SET00 1 SILICONE i I STRUCTURAL -�'I 718'NOM. _ -+{ 718'NOM �- ---►•� 7/8'VOM. -►{ 716'NOM M �•- POLVISOBUENE '--114'NOM. WITH DESICCANT EXT.GLASS 76 KODISPACE 5/16" IA APVB- 5/16"AIA PVB •- 5/16'A/A PVB 5/16"A/A PVB 4SG TPS 7/16"AIR SPACE - 7116"AIR SPACE—Y 3/8'AIR SPACE 3r8"AIR SPACE 118"A GLASS 1/8"T GLASSA 3116'A GLASS 3/16'T GLASS j INT.GLASS EXTERIOR E%TER10R a E'T RIOR L <m F.XTEfiIOR 1 I� 76.70 9678 7678 7698 HOT-MELT BUTYL i STRUCTURAL SILICONE GLASS TYPE B GLASS TYPE 7 GLASS TYPE 8 SILICONE 3/16"NOM GLASS TYPE 5 FOAM-\ DESICCANT SUPER 718"N7W NOA1. 718"N718•N01. EXT.GLASS �SPACERN NXT"' 5/16"H/H SG 5/16"H/H SO 5/16"H/H SG 7/16"A/A SG-- •7/16"AIR SPACE3/8"AIR SPACE 318'AIR SPACE 5116'AIR SPACE INT.GLASS. 1/8"T GLASS _ 3/167.5 GLASS 3/16"T GLASS— 118°T GLASS---N 1 ALUMINUM 1�3 EXTERIOR G]EXTERIOR G]EXTERIOR C�EXTERIOR REINFORCEMENT Tb79 7s-TO 7679 - 16.79 6/16'NOM. DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14FOAM i 7a E)LT.GLASS DURASEAL® 718'NOM. 718'NOM•--�-� �•�- f SPACER 1/2'NOMcu�ss I I 76-79 SITE TYP. 72 INT.GLASS 74 7116'A/A SG 7116"A1ASG GLASS TYPES 5,7,11815 EXTERIOR 114'AIR SPACE 114"AIR SPACE-- ' MAY NOT BE USED 1N THE } t POLYISO- DESICCANT FILL AREA 1�j 28 3/16"6 GLASS 3116"T GLASS HVHZASOVE 30'. , 'BLRYLENE 5116"NONt. 29 _ 76 G]EXTERIOR G]EXiFF10R GLASS TYPES SILICONE SEAL 10-1281418 SEAL 29 'MAY NOT BE USED=1 1CHANNEL OR INTEGRAL ROLL-FORMED 1 7g.7g 7670 •FIN FRAI t STAINLESS STE 1 (F XL EDGER' 33 TI PRODUCT REVISED i EXT.GLASS I GLASS TYPE 15 GLASS TYPE 16 SPACER as eomptylag with elro Florida DACode I o CJ t l l l t DA-No-No. 17-0497.08 INT.GLASS •• ••'• •" `�\� N GEN�F ��(11�1 Rar xd�' Data: NOES tM9 star. �piratl to 09/2412020 JR 03/27/17 NO TYP.GLAZING DETAIL Q; _FP y RaYraee e, Hata Re"isae Nliam_ a uet Controli :.k r No.58705 "A" ANNEALED - /�.ti" *- ® OexAptiore Ot'o+e W. Parts Description matedal 'H'=HEAT STRENGTHENEDJ � �•�• �� GLAZING'DETAILS' J ROSOWSKI ''T'=TEMPEREO �O•• STA O ''�� 1}i 76 Kommerlrp4S[t TPS6pacer Syslem "PVB'=.090"TROSIFOL0 PVB BY KURARAY AMERICA INC. i(1•'., <r7\ 1070TECHNOLIXaYDRNE I I 77 Oueeex Super BpocernXr urrth Mot Mott Butyl See lfus "SG'=A90'SENTRYGLASO INTERLAYER BY KURARAY iii C� •�;c[ORIDP.•'�_�� N.VENICE,FL 34278 rte' mta III re Ouanex Ruresoel Spacer Sheet br AMERICA.INC. '��SS/�• ..... ce+t}aeo laoo HORIZONTAL ROLLER WINDOW-LM 05/15/15 79 CardMalxi Ed99 Spacer MaleAals 71rrr NAL11`�y� eorrttaALLrmrmR ���� �� sbeaa M-bg ma FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A LYNN1nM. rt,P.E CERT.OFAI"m VMM298 HR-5510 NTS 5 OF 18 MD-1-1115510-01Z6: 1 REFERENCE TEST REPORTS:FTA-8717.896688970 SHEET2. P.Eab6785 � I I • - P TABLE 6: Index to All Design Pressure and AnchorCuantity Tables Mar Max. Glass R laf. Cosign Precmm AmbarOlantly TABLEe: TABLE7: Com; Widh "dot Type Laves Glass Typos Design Pressurs(lbli fe) GlassTypos Design Pressure(lbsNt2) a 1 _ n s 5-8 for XO or OX Windows S.a f.,XO or OX Windows 59 2 7 —� 18 9 RcInt Level R1 All Bwk HeigF4s up to 54' Roint.Le191 R2 AO Buck Holghts up to SV 227 75 tCt 5.8 3 8 7 19 1 10 W tt3' 4 11 B 21 11 All Buck +50 7-50 All auto +65/-70 OX 72' 6-8 4 10 8 20 10 up to 75'75 up to 76'75 75 76' 10-12 1 4 12 8 22 11 k-1 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 5-B 3 9 7 1 23 12 12V 83' 5&f1 4 13 a 24 13 )6DX 7&8 4 14 B 25 14 140, W., 10-72 4 16 8 ?a 15 - ta_iB 4 18 8 I 21 16 HEADER HEADER i r r � lul 4'MAX O.C. I SECTION DETAIL SECTION DETAIL FOR VJINDOWS WITH — 21 FOR WINDOWS WITH u O 21 LEVEL R1 REINFORCEMENT' LEVEL R2 REINFORCEMENT § 6-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCENENTSSHOWN ASH / IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRA'L19 TYPES 8 FRAME TYPES B ; CONFIGURATIONS) D 21 CONFIGURATIONS) 21 4'MAX.O.C. SILL SILL 4-AN CHOR Cry I CLUSTER DETAIL BASH MOTH SASH WIDTH MEETING RAIL. • '=} I�._.. .�( M MEETING RAIL i 4'MAX O.C. 24 26 21 21 21 21 i JAMB �crrex», JAMB on�tior: 3-ANCHOR -- PRODUCT REVISED I CLUSTER DETAIL ao eomPlyin with the Florida I NOTES:, _ Building Cordo 1)USE THESE TABLES FOR ALL WINDOWS 1111111th NOA-No. 17-0411.08 B'MAX.O.C. .� J I��Fft ROUGH THE FRAME OR ``` �QNY...... /��/i,��' R� O3I27/17 .cnlssmEDT�BLE4 6 irntlon Oslo 09/24/2020 4•MIN.O.C. I I 2)FRAME DIMENSIONS ARE BUCK WIDTH AND cl,•' VICENSF'••4 y BUCK HEIGHT(SHEETS 3.41 SASH SIZE IS ASZ7. RoraeO Bi^• pea Rer7sion: Mia 1-0a /duct Control— PERTHEFIGURE. _�-: No.58705 I 3)FOR SIZES NOT SHOWN,ROUND UP TO THE — NEXT AVAILABLE WIDTH OR HEIGHT ^-O dfe _ ��yDIMENSION SH01M10NT11ETABLE. 7DESIGN PRESSURE TABLES J ROSOWSKI 7// 2-AfN'CHOR 4)•1/4-1n•114^AND-1134M-IrrINDICATE THAT O 5[q O 440, THOSE STANDARD SASH CONFIGURATIONS 'k%•'• = 0 1070TECHNOLOGYDINESTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN TFE �� '•:t,LORIDP•• ��� N.VENICE,FL 34276 nae' ADJACENT COLUMN.'CUSTOM'INDICATES �'�!S`S/OlVAL ENG��� (0 IMBO-1600 HORIZONTAL ROLLER-LM 05/15/15 i �• THAT NO STANDARD SASH CONFIGURATIONS copymtrro2onR0TustREs,aa ltaL FALL WITHIN THE RANGE. i 1 i I t t t 1111 ALLRIWIS ko miro s-d-l"O"b Seale: Sheet: Drawing No. R7 A.LYNNilLLER,P.E. • HR-5510 NTS G OF 18 MD-HR5510-01CERT B P.E.Mb87CS { I I TABLE D: Glees Typoo, Design Pressure(I)slft) 5-8 for XoorOXWindows Reht Levi R3 A5 Such Heights up to ST A3 seek Wdths +501-60 HEADER Up to 75• I i s SEE TABLE 19 FOR ANCHORAGE [ -� TABLES: Glass Types Sash design Pressure(Ibs/ft)for XOX I Sash Width Windows Reinf.Leel Cordgute0oh RarQe(0) Window Buck He011 6 SASH 48• Fib" 63'. HEIGHT 35.1/4^ 34-%-Y, 11.393-11 +5D.0 400 +%1) .50.0 1+50.0 -50.0 E 30' %-YA-% 12.308-12316 +50.0 -50.0 +50,0 30.0 +50.0 -50.0 - 11.391-13.397 +500 -500 +50,0 -50.0 +50.0 50.0 1 %-X-% 13.S98-14,6M +500 4110 +50.0 50.0 +50.0 .50.0 _..�� 673!4' %-%.Y411.391-12297 +5D.O -50.0 +50.0 .50.0 +S(A bog -%-j. /2208-1&V% +50.0 -5a0 +60.0 -50.0 +68.0 40.0 j SILL Custom 11.391-12018 +60.0 40.0 +50.0 .50.0 +60.0 Oat) 52.1f9" y+-%-% 12017-13.397 +60.0 Sao +Sao -MO +SOA zao WA-% 13.398-17.010 +%0 .50.0 1+50.0 .50.0 1+50.0 50,0 f Custom 11,391-13.397 +60.0 -500 +50.0 50.0 1+50.0 .50.0 j - SASH MOTH 60" Y Y,-% 13.398.15.350 +50.0 .50.0 +60.0 -%D.l+50.0 .50.0 3g %-J-'/s 16.301.19,641 +50,o Sao .60,0 Sao +50.0 -5o,D o Custom 11.391-13-397 +50.0 •500 +50.0 Sao +50.0 5a0 MEETING RAIL - 75' X.%=/ 13,398-19.119 +&O.D -600 •60.0 30.0 -MO 50.0 .7 f 25 %-Y-N 19.111-24.841 +50.0 4(10- +50,0 •611.0 +50,0 40.0 - ) Custom 18.360-19,397 +50.0 5a0 +50.0 SOA +49.1• -49.1• 22 22 a 98' 1- % 19.398-24.3W +510 SOD +50.0 30.0 +50,0 50.0 JAMB exlrsooR Custom 124.301-30.360 +5D.0 50.0 1+50.0 50.0 +60A SO.O ) V 12V WA-'b ^ .30,384 +50.05a0 +50,0 40.0 1+491-1-49.1- +501-60 609.1' -49.1'+50!•60 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE } ••MN.SASH SIZE a WINDOW Z110TH•5928 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT 1 (REINFORCEMENTS SHOWN i PRODUCT ftEvise IN FIGURES APPLY TO ALL Fl FRAME TYPES 8 as complying with the orlda FR CONFIGURATIONS) Building Codo \.1\ttuttt7 NOA-No. 117.0411.08 { &&sed W. Rota: R-ds,*= Expiration Date 09/24/2020 } :. ...... ... � JR 03/27/17 t4oauNseslltssHF-. ey III • 'F - MIa uc Contro 7-7 Rwimd By. Date. RMs1oa: *t No.58705 Dascrouosu Draxa ey: ffioj.�, gyp'. t `' DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. p <V� 1PI0 TECHNOLOGY DRIVE 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE ��i�s•'•�� pP•' (y� �` N VENICE•FL 34VS 3)FOR SIZES NOT SHOWN,ROUND He TO THE NEXT AVAILABLE MOTH OR HEIGHT DIMENS104SHOWN ONTHE TABLE. ���is�QNALE�it�' (��0�0� �ORRIZkONTALROLLER-LM 05/15/15 4)'114-U2-114'ANO'113-113.1/3 INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH 71114 11111\ Dwsinp No. Rer. RANGE IN THE ADJACSNT COLUMN.'CVSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN NiLLER,P.E. THE RANGE. p,Eg6 CERT.OF AUTH,828296 HR-5510 NTS 7 OF 18 MD-HR5510-01 B i i w TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure IbsBt°for Olass Types Design Pressure bse for Gloss 7yres g ( ) ) 6 8 6 sash sash Design Pressure(Ibs)ttt)for XOX Windows 5-8 7612814.18 TABLE IO: XO Or OX Windows XO or OX Windows C-1191-ii- Width f g ReIN L%%)I Window Buck Haight Reint Level Window Burk Height Rely late! Range M) Wlndaw Btxk h(=lDht ! Gloss Tyles Design Pressure(IbslH) Ra 36• 48• 64' B3• 4f 6-8 forXOorOXWmdows R4 48• 54• 6T' Ra 54 67• 76" ggt,t 11391.13307 +611,6 -70.0 +611,0 70,0 +66.0 -70.0 1190 �.3 25.112" +e50 -70.0 +6&0 10 +85.0 .70.0 251/2• x65.0 .110.0 +6.0 -110.0 +65.0 At00 R41nL Leel R4 Ali B6ok Mathis up to 7r t � Co.. }f_K-y 13.399.15.360 +65.0 •70.0 -690 70.0 +65.0 70.0 +65.0 -70.0 q5, 26• -650 -70.0 +65.0 •70.0 +65,0 -700 28" +65.0 •1700 +15.0 1.110,0 +65.01.110.0 All Ouck WldOni 38' +650 -70.0 +65.0 -70.0 +85.0 •70.0 36' .650 .110.0 +65.0 410.0 +65.0 1.110.0 Ys-�-iG !6.361-5,8.6/1 +65.0 -70.0 +69.0 -70,0 +611.0 70.0 +69,0 700 +501-50 " S Cu3tun 11.391-13.397 -Bill -70.0 +65.0 .69.6 +63.3 53.3 -53.2 532 up to 75 4r +650 -70.0 +05.0 .70.0 +65.0 -700 m 4r +650 •110.0 +65.0 -110.0 +650 •110.0 x 48' +650 -70.0 +65,0 -70.0 +650 -70,0 48" +850 -110.0 +650 -110.0 +650 -110.0 7S Y..%-Y. 13.398-19.110 465,0 -70.0 +85.0 MO .+65.0 -MS .58.2 -562 SEE TABLE 20 FOR ANCHORAGE y,-Y- 19.111-24.641 +650 -70.0 +6&0 -70.0 +e5.0 -70.0 465.0 -66.0 60' +650 .70.0 +65.0 •700 +65.0 .70.0 CA' +650 1-1100 +65.0 -110.0 -65.0 -93.4 e Cullom 18.360-19.397 +65.0 •70.0 +�.9 59.9 +55.6155.5 449.1 5,9.1 7S +650 -70.0 +65.0 -70,0 +64.3• 54.3• 75' +65.01.110.0 +55.0 .10.7,5 +65.0 -600 +65670 FOR CLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE Y-N+-Y 14.395-21.380 +65.0 -70.0 -MeSZ1 521 +68.0 58.0 -50-3 -60.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.361-30.360 +811.0_ aD.o 765,0 -70.0 -85.0 b7.3 +57.11 -STA TABLETS: q 1217'� %? % •• -50360 465.0 70.0 +59.9 59.8 +55.5 55.5 +49.1 -09.1 Giros Types h15.361. � Design Pressure(msM forXOX .I H��y ••MIN.SASH SIZE c WINDOW 2 DTH-6028 SEE TABLE 24 FOR ANCHORAGE 10-12 Sash Windows TABLE 14: Rea Lewl Confla-11dth Glass Types e pn) Window Buck Fi:iDhl 7 8 B Sash Deslgn Pressure pbs9e)for XOX Windows R4 48" 5q- 63• Sash NRdlh Custom •13.397 +650 -110.0 +69D -110.0 +65.0 -110.0 Re W,Le'wq Ov'gumtbn Rana*0n) Ydidow Buck Helots 60' y-'/�-}�+ •15.380 +85.0 •110.0 +85,0 -710.0 +85.0 -110.0 R4 3v 1 1 48' S4' 63` Js •19.641 +690 •110.0 +65.0 410.0 +85.0 410.0 l+ CWtm !1.391-13397 +GSA -10.0 765.0 -711,0 71590 -70.0 +85.0 70.0 C2stom -13.397 +850 -110.0 +69,0 -110.0 *&5.0 -110.0 60• •/.-)4•)e 13.398-15360 +6_°.D •70.0 465.0 -70,0 +155.0 •70,0 +65,0 •70.0 T5• Y- -y -19.110 +650 -110.0 a85.0 -110.0 -65.0 •110.0 SASH � K-K-X 15.381-19.641 +650 •70.0 -MO 70.0 -65.0 -70.0 -65.0 10.0 HEIGHT Custom 11.391-13397 +63.0 .70.0 +65.0 -70.0 -115,0 •70.0 +65.0 •70.0 yrs-'�s •24.641 +65.0 -110,0 7690 -110,0 a650 -7100I75• y_X_+/, 73398.19.110 +65.0 .70,0 +650 -70.0 +65.0 •700 +65.0 -70.0 CurLm 19.397 .65.0 -110.0 .85.0 410.0 -6.5.0• -104.6•O6• Y-%ry' -24.360 +650 .110.0 465.0 -110.0 -05.0• -109.5' Q3 %-Y.-Y. 18.111.24.641 4650 -70.0 +BS.O •70.0 +65.0 -70.0 +BS.O -70.0 Custom 24.381-37.641 +650 -110.0 +65.0 -110.0 465.6 •110.0 Custom 18.360.19397 x65.0 .70.0 -65,0 -700 +65.0 •70.0 +ESA' -672' Q116 y-y, 10.396.24.3so •115,0 -Tao +6so ao.0 .�.a Tao .es.D -emir 120' -%-% 29.641-32516 -65D -110.0 +65.0 -1m0 +86.0• -104.8' G - 1 }�- -'/i, 32616-38.641 4650 -110.0 +66.2 -110.0 +690 -1100 Custom 24.387.30.260 +650 •700 +66.0 70.0 465.0 70.0 +65.0 •-70.0 I - SILL 120" %-'/5,-Y+ -30.:60 +89.0 -70.0 +65.0( -70.0 +65.11 700 -65.0• L72' ' 140` Custom - -39.041 -650 -110.0 -65.0 •110.0 +65.0• -104.6• -- +851=110 FOR GLASS TYPES 17 8 12 SEE TABLE 26 FOR ANCHORAGE `+657-70 FOR GLASS TYPE B SEE TA3LE 25 FOR ANCHORAG'c WINDOW WIDTH•60.72 c "MIN.SASH SIZE o WINDOW WIDTH-60.26 "MIN.SASH SME c 2 - 2 1 TABLE 16: Glass Types Design Pressura(lbslie)forXOX SASH WIDTH - 14.is Leh - SECTION DETAIL VMth Windows Ef Rekt6 Lefe1Range 8n) Wirdow Bus•Height. MEETING RAIL FOR WINDOWS WITH R4 48• .54" 63• LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 -110.0 +65.0 •710.0 X6$.0 -110.0 - - 26 (REINFORCEMENTS SHOWN 60' Y,-YY, 13.398.16.360 +65.0 -110.0 +15,5.0 1-110.0 1+65.0 410.0 IN FIGURES APPLY TO ALL %-%-3415.361-19.641 a66.0 -110.0 •85,0 -170.0 FRAME TYPES B 465.0 -110,0 � CONFIGURATIONS)GURATIONS) GLASS TYPES 1612 d 1416 r� Custom 11.391-13397 +65.0 -110.0 +65.0 -110.0 �B �-65.0 409.3 of MAY NOT BE USED WITH PRODUCT REVISED -0111 5 75. }�r=/+-% 13.3%-19.110 +690 -110.0 +63.0 -110.0 *65.0 -1020 __ J•CHANNEL OR INTEGRAL as complying with tiro Florida 19.111-24.641 +65.0 -lie.0 +65.0 -110.0 +65.0 -1029 FIN FRAMES Building Code NOA-No. 17.0411.08 Custom 17.641-18.397 +65.0 -110.0 +65.0 -110.0 +65,0 57.4 - 1 I 1 i l r Expiration Dat 09124/2020 g6• y--ya-+/, is 98-24.360 +asD -410.0 -ss.o -110.0 +ss.D 520 `��� Ny LY 7y % R JR 03/27/17 Rm7slwr e Q N 90 cw 4171511!11111 sHEBT. 5 Custom 24,361.31.641' -65.0 -110.0 .-65.0 -110.0 +690 -88.4 r ��� LiGFJVgF" Mlmr o m P/o uet Control 720' Y"-% 29.641-32.615 -Pb.O -110.0 +65.0 -109.8 +65.0 -64.3 Q-: •.F� Redsod W. polo: Rarision: %-%s-'/j137.618-39.641 -65.0 -110.0 +65,0 1-115.0 +65.0 5010 *': NO.56705 14T Custom -39.6411+65.0 1-110.0 I+650 1•105.0 +65.0 50.0 - *- Drown D..Q*tfm: W.:SEE TABLE 27 FOR ANCHORAGE (/t a= DESIGN PRESSURE,TABLES J ROSOWSKI NOTES: �0�'•, FTA OF :'!(,�: 1070 TECHNOLOGY DRNE 7i0et, out 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. C� �ORIDA••' ��� N.VENICE,FL94276' DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3 OWN ROUND UP OTHENEXTAVAILAB WDTHORHEIGHTDI ENSION HOWL ON THE TABLE '/S7�ONAL E G�� 0WyR�i0aQ2M tvtaDumwaswa HORIZONTAL ROLLER-LM 05/15/15 FRAME . S N . 4)'114-172.1!4"AND`1!3.173-1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SAH WIDTH RANGE a� �ihl�� P E 'tea Serte°/YR- seola: SAeetr Go.InD Na Rer. IN THE ADJACENT COLUMN.-CUSTOM•INDICATES THAT NO STANDARD SAH CONFIGURATIONS FALL WITHIN THE RANGE. PEp�� CERT:OFAUTK02M. HR-5510 NT.S 8 OF 18 MD-HR5510-01 B TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anehor 5-8 Sash Spacing for"Integral- Group E Group F 30"Height 36'Hdght 48"Height 54"Height 3D°Height 36"Height 48"Height 54"Height Width Fin"Installation 3.8" 4' Head Head Head Head ' Head " Head Head Head Relnf Leal °� &Sig &Sill -E°, &SAI &Sill &SAI I &Sig � &Sill ' &Sal10 R1 GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C PRODUCT REVISED as comps n with No Florida 25.112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 'FOR OX WINDOWS(XO SIMILAR): .SDA- o �o _ 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1. 3 1+C2+1 3 ANCHORQUANTm NOANo. 170411.08 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+122+1. 3 PER JAMB Expiration Data 09/2412020 MH 42" 20.397 1+122+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+122+1 3 2+C3+2 3 By HEAD AND SILL M'CHOR QUANTITY: nllami o Product Uontro 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION vo +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 �3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH "ADDED NOTE TO ANCHOR 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+122+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+122+2 3 TOTALOF7ANCHORSATIHEHEADAND7ANCHORSATTHEsn1 a QTY TABLES. Anchor Group 8 Anchor Group D SEE ELEVATION,SHEET 1 25-12" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+122+1 3 1+122+1 2 1+122+1 3 1+122+1 3 1+122+1 3 SEE ELEVATION,SHEET d an S 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETALS,SHEET 6 z � 'A0u V7 T m 38" 17.397 1+C2+1 2 1+C2+1 3 7+122+1 3 1+122+1 3 1+122+1 2 1+122+1 3 1+122+1 3 1+122+1 3 - > W u� O o a 42" 20.397 i+C2+1 2 t+C2+1 3 1+122+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I s- SEE ELEVATION, o N> 0 0 m r - 4S" 23.397 1+C2+1 2 i+C2+1 3 1+122+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 sE! �` / U X/ _ SHEETI }n 2 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+122+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, { q A lY SHEETI MEETING RAIL 75' 38.897 2+122+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+122+2 2 2+122+2 3 2+122+2 3 2+122+2 3 O LL o »ya p SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL Z m - TABLE IB: LLI C o: UUo � �'� Glass Types Anchor Quantiles for XO or OX Windows FOR XOX WINDOWS: HW g v 1 —1 ANCHOR QUANTITY f`>r , 00 5-8 PER JAMS o rn LL Sash 30"Helghl 36"Height 48"Height 54°Height 30"Height 36"Height 48"Height 64•Height Z�- L� H � Head E Head Head E Head E Head s Head E Head 'e Head 1+c3+2+123+14 rFAD AND SILLA4CHOR QUANTITY: -1 O Rein[Level 6N &Sill ", &Sol ' &SUI &Sill . 8 SAI -°, &Sill 4 &Sill m j (1)ANCHOR AT THE SASH --1 R2 8 Sill +A CLUSTEROF(3)ANCHORSCENTEREDATTHEMEETWGRAIL I O Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION B 1 1 iJd� +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETINGRAIL J 25112" 12.147 1+02+1 2 1+C2+1 3 Y+C2+1 3 1+C2+1 3 +(I)ANCHORAYTHESASH = d z v 28' 13.397 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+122+1 3 TOTAL OF 10ANCHORS ATTHEHEADAND 10 ANCHORSATTHE SILL Ix Z wo s 36' 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 a SEE ELEVATION,SHEET , U 1+C2+1 2 T+122+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET ti 48" 23.397 '`� 3EE ELEVATION,SHEET 1 Z O = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I —i II a 2 ch!1 'an0 c?ws 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 l _ SEE ELEVATION, Anchor Group 8 Anchor Group D JL- X O y X SHEET 1 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+122+1 3 1+122+f 3 1+122+1 2 1+122+1 3 1+122+1 3 1+122+1 3 ELEvnrlav - s :� ucENSF SHEET I i -�"� SEE CLUSTER Q'• �� 28" 13.397 1+122+1 2 1+122+1 3 1+122+1 3 1+122+1 3 1+122+1 2 1+122+1 3 1+122+1 3 1+122+1 3 iAEET1NGRAtl DETAILS, *; No.58705 38" 17.397 1+122+1 2 i+122+1 3 1+122+1 3 1+122+1 3 1+122+1 2 1+122+1 3 1+122+1 3 1+122+1 3 SHEET _ REPEAT ANCHOR PATTERN AT SILLto •� f .•�` 42' 20.397 1+122+1 2 7+122+1 3 1+122+1 3 1+122+1 3 1+122+12 1+122+1 3 1+122+1 3 1+122+1 3 �•, �.:•�^ 3 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOTES: �•• 1)FRAME 6UC.KDIMENSIONS SEE SHEETS 3-0).TM �itORIOl'•'' \?� 60" 29.397 2+122+2 2 2+122+2 3 2+122+2 3 2+122+2 3 2+122+2 1 2+122+2 3 2+122+2 3 2+122+2 3 Max.Anchor O.C. Anehor t S "........... NC9� SASH SIZE IS AS PER THE FIGURES ON '�,S/OVAL 75" 38.897 2+122+2 2 2+122+2 3 2+122+2 3 -2+C2+2 3 2+C2+2 2 2+122+2 3 2+C2+2 3 2+C2+2 3. Spacing for"Integral- Gf0°PF SHEETSBB. �/j111111111tTt` ==QUANTITIES QUANTITIES SHOWN..ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installatlon 4„ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX,O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P,EiF 69705 TABLE 19: Glass Tapes Anchor Quantities for XO or OX Windotro� Max.Anchor O.C. SSpacing for"Integral- Sash 30"Height 36"Height 48'Height 54"Height 63"Height 30'Height 36'Height 48'Height 54'Height 63'Height Fin"Installation Width Head Head Head Head Head Head Head Head Head Head Relnf.Level PN E E E E E E Anchor, Anchor &Sill &Sill 8 SIII 8 Sill .&Sill &Sill 8 Sill &Sill &SAI &Sill 10� Group E Group F R3 Anchor Group A Anchor Group C 35' 4- PRODUCT REVISED 254/2" 12.147 1+C2+ 2+ 1 2 1+C2+1 3 1+131 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 8 tial gl n�With the Florida m 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Non-No, 17-0411.08 36' 17.397 1+C2+1 2 1+C2+13 1+C2+114 1+02+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Pato 09!2412020 m .42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+132+11 1+C2+1 4 1+C2+1 4 1+C2+1 4 ey- Mlam Product Con Vo 48' 23.397 1+C2+1 2 1+02+1 3 1+132+1 14 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2�-1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2+C2+2 3 2C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 21 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 AODED NOTE TO ANCHOR 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 ¢GLASS FRSNITABL 2 GLASS 5 FROM TABLE 20. Anchor Group B Anchor Group D 25-112' 12.147 1+C2+.1 2 1+C2+1 3 1+C2+1 4 1+132+1 4 1+132+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 L3 Y CO 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+CZ+1 4 1+C2+1 4 t+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 N < 'tea x 36' 17.397 1+02+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 !U z t� O o > ❑ 4T 20.397 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 rn 48° 23.397 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 N �tg aI"a W LO LO $ or 60' 29.397 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 p mm = t Fa 75" ?6.897 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 z LL SEE TABLE 8 FOR DESIGN PRESSURE Z Uj.- 0 w TABLE 20: W Z v m C W Class types Anchor Quantities for XO or OX Windows Max.Anchor O.C. n�; a C3 J o0 Spacing for"Integral- o Q 6.8 Sash 30"Height 36"Height 48"Height 54"Height 63"Haight 72"Height 30`Height 36'Height 48"Height 54`Height 63"Height 7T Height p g g `-21 L) F• w U- Width Fin"Installation w Head Head Head E Head E Head Head Head ° Heed Head E Head E Head a Head Anchor A"�� - O Reim Level ") &SAI &SUI &Sill `-° &SAI 9 &S01 &sill &501 &SIA 8 SIp $SAI 8 S)0 &SIII Gmup E Group F zFz— O O Anchor Group A Anchor Group C 3.T 4" ® R Q a I(n 251!2° 12.147 1132+j 2 1+132+1 3 1+132+1 4 1+G2+1 4 1+132+1 5 1+GZ+1 5 1+132+1 2 1132+1 3 1+132+1 4 1+132+1 4�1+132+1 5 1+132+1 5 Q CY s 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 j4 1+02+1 4 l+C2+1 5 1+C2+1 5 1+C2+1 2 1C2+1 3 1+02+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 a Z sr y 36" 17.397 1+C2+1 2 1+132+1 3 1+132+1 4 1+G2+1 4 1+C2+1 5 1+C3+1 5 1+CL+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 5 o O O o m 42" 20.397 1+C2+1 2 1C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 l+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 U 48" 23.387 1+C2+1 2 1+C2+1 3 1+C2+1 4 1C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1C2+1 3 1+G2+1 4 1+133+1 4 1+133+1 5 1+C3+1 5 C 00 60" 29.397 2+132+2 2 2+C2+2 3 2+C2+2 b 2+133+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+G3+2 5 2+C4+2 5 NOTES! _ 1)FRAME DIMENSIONS 75" 36.897 2+02+2 2 2+C2+2 3 2+133+2 4 2+C3+2 4 2+134+2 5 2+134+2 5 2+132+2 2 2+132+2 3 2+133+2 4 2+C3+2 4 2+104+2 5 2+C4+2 5 A�BUCK yuDnIAND Anchor Group B Anchor Group D BUCK HEIGHT(SEE .�`�1I IY LYNlrrr'� SHEEETS 34).SASH SIZE IS �� QN.,,,... 25112" 12.147 1+132+1 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1tC2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON a�N t10ENSR Id 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 6.8. Q,• .F� 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+133+1 5 2)FOR SIZES NOT =*: ND•68705 42' 20.397 1+132+! 2 1+132+1 3 1+132+1 b 1+132+1 4 1+133+1 5 1+133+1 W2+C2+2 1+132+1 3 1+132+1 4 1+132+1 4 1+133+1 5 1+133+1 5 saowN,RourtD UP TO THE NEXT AVAILnBLE :,L{�p"f 137 Y4DTH OR HE{GHT 48" 23.397 1C2+1 2 1+C2+1 3 1+C2+1 4 1C3+1 4 1+C3+1 6 1+C3+1 1+C2+1 3 1+C2+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 DIMENSION SHOWN ON �"p••, L✓` 60. 0 38.891 2+C2+2 2 2+C2+2 3 2+C3+2 4 2 C3+2 4 2+C4+2 5 2+C4+2 2C2+2 3 2+C3+2 4 2133+2 4 2+C4+2 5 2+134+2 5 TABLE %�` 'O 3)SEESHEET9FORA istt NAL r1� SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE r 1 1111 TABLES. A.LYNN MILLER'PZ MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAK O.C.SPACING SHOWN ON THE ELEVATIONS. . PF1t 5870s 3 E I TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5.8 Sesh Spacing for"Integral- Group F 30"Height 35"Height 48"Height 54"Height 83^Height [2+C2+2 ght 36"Height 48"Height 54"Helght 63"Height Width Head E Head E Head a Head E Head EE Head E Head E Head a Head o Fin"Installation q• Reinf.Leel (1°I 8 Sit 8 Sill �° 8 S11 &511 &Sill �° &Sill 8 S11 a sill 8 Sill I R4 PRODUCT REVISED Anchor Group A Anchor Group C ae complying with the Florida Bundiny code 25-112•' 12.147 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No. 17-0411.08 16 28" 13.397 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 ExpirntlonOnto 09/2412020 36" 17.397 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By GT to 42" 20,397 Not Allowed 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miam as ro ucdT6ontTor' 3 48" 23.397 . 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 14 o � 60" 29.397 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 q [_�[IIY DED NOTE TO ANCHOR 75" 36.897 2 2+132+2 3 2+132+2 4 2+132+2 4 2+133+2 41 .TABLES. Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+t 4 1+132+1 4 1+C2+1 2 1+132+1 3 1+132+1 4 1•+132+1 4 1+132+1 4 v iB 2 m 28^ 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+CZ+1 4 id - 3: "— 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > y p m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 14 CA W o+°p 0 j 48" 23.397 1+C2+1 2 14-02+1 3 1+C2+1 4 1+132+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 .0 N u -� E i E 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3t2 4 2+C2+2 2 2+C2+2 3 2+132+2 4 2+C2+2 4 2+132+2 4 0 3 a d 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 Z LL$ N rD xOc _ SEE TABLE 11 FOR DESIGN PRESSURE U LU o -U) _ TABLE 22: IW-Z q J 1u0 1 Glass T Anchor Quantities for XO or OX Windows GLASS TYPES W{ m J Types 10.1281416 MAY co 1012 8 1416 Sash ' NOTBE USED z c0i )- � <L 30'Height 36"Height 48'Helght 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"HP.Ight 76"Height WITH J-CHANNEL W O Width Head Head ' Head Head Head a Head Head Road Head " Head Head Noad • ORINTEGRALFIN J In E E E E E E E E FRAMESRein evil ( I 8,Sit &Sill 8 Sill �, &Sill ' 8 Sill m, 8 Sill 8 Sit &Sill 8 SIII 8 Sit 8 SIII $Sin �° Z v,s Anchor Group A Anchor Group C ® R Q _ J 25-1/2" 12.147 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 Z 28" 13.397 1+132+1 12 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+03+1 '6 i+C3+1 5 Q Z O0 S 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+q+1 51 i+C4+1 6 o (:) N m' LO 42' 20.397 NotAOowed 1+02+1 2 1+C2+1 3 1+C3+1 4 1+q+1 4 1+q+1 5 1+C4+1 b �j U Q' to '6 48' 23.397 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q `_ Z C 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C4+2 5 2+C4+2 5 etll ' �sew NOTES: 75' 36.897 2+132+2 2 2+132+2 3 2+133+2 141 2+133+2 4 2+134+2 15 2+134+2 5 )FRAME DIMENSIONS + AREBUCKwIDTHAVD �. NY LYM Anchor Group Anchor Group - BUCKHEIGHT(SEE ��.•••'••••NAJj SHEETS 34).SASH SIZE 15 UGENSF••• i 25.112" 12.147 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+CZ+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 5 1+C3+1 5 L AS PER THE FIGURES ON •� ! 28' 13.397 1+G2+1 21 1+132+1 31 1tC2+1 14 1+G2+1 41+133+1 5 1+133+1 5 1+132*1 2 1+132+•1 3 1+132+1 4 1+132+14 1+C3+1 5 1+133+1 5 SHEETS 68. NO.58705 Y 36' 17.397 1+132+1 2 1+132+1 3 1+132+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+132+1 2 1+132+4 3 1+132+1 4 '1+133+1 4 1+q+1 5 1+04+1 5 2)FOR = " 42' 20.397 1+132+1 2 1+132+1 3 1+133+1 4 1+C3+1 4 1+C3+1 5 1+C41.1 5 1+02+1 2 1+C2+1 3 1+C3+1 4 1+q+1 4 1+C3+1 5 1+C4+ SHOAX ROUND u 1 5 PTO �� `a 3 (� m THC-NEXT AVAILABLE ;01 •., � •(u14 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+q+1 4 1+C4+1 5 1+134+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 •1+C4+1 5 WIDTH OR HEIGHT :�F' �IORtoP,. 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C4+2 5 2+C4+2 5 THETABt-F_SION NON '';rS'...... C`I% 75' 1 36.897 2+C2+2 2 2+C2+2 3 2+q+2 141 2+C4+2 141 2+C4+2 5 2+134+2 51 2+C2+2 121 2+C2+2 13 2+q+2 4 2+C4+2 4 2+C4+2 51 2+04+2 5 1 3)SEE SHEET 9FOR A MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST PJ.SO COMPLY WITH THE MAX.O.O.SPACING SHOWN ON THE ELEVATIONS. SEE TABLE 12.FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER P.0 TABLES. P.E.d SBTOS { TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. cue Type Anchor Quandtles forXOX Windows 5-8 Sesh 24'Ho hl 307 Hel t 36'Hef ht 48'Fie t 64'Hd ht 63'Height 24-Height 30'Wi t 38•Height 48'W ht 64'Height 83•Height Sash b 9h D � re g9h 9 9 Configuration Width a a a a a a a a o a .a a Rein!Level Range Qn) Head 8 5171 Head d Sial F. Head&SII Head&SII E Head&SII E Hk d&861 E Head&SII E Head&SiD Ham&BID Head&SM Head&Sill g Head&Sib R3 Anchor Group A Anchoi•Group C PRODUCT REVISED r 35-114' %-Yj-% 11.391-11.391 1+02+0+C2+1 2 1+CZ+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+OtM+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+(.x+0/02+1 4 1+02+0+C2+1 4 1+C2+O+CZ+1 4 oa compllzin,with the Florida Building o 0 38' )S-)S-'/, 12.308-12308 1+C2+0+C241 2 1+C2+0+C2t1 2 1+C2+O+C2+1 9 1+C2+O+C2+1 4 11+C2+1)+C2+1 4 1+C2+o+C2+1 4 1402+0+C2t1 2114C2+0+02+1 2 1+C2+0+C2+1 311+02+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 41 NOA-No. 17-0411.08 45.18, 3/-y,-y 11.391-19.397 1tC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+OtC2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 F. pimtion veto 0912412020 Y$-Y,-Ya 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2*0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+ti41+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 By =/$-36 11.391-12297 f+C2+1*[2+1 2 1+0211+02+1 2 1+C2+14C2t1 3 1+C2+14C2N 4 1+C2M+C;.2+1 4 1+02+1+02+1 4 1412+1+02+1 2 1402+1+C2+1 21+07+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 9 1+02+1+02+1 4 Miami-bode ro uet Contra 47-3W Yr35''/a 12298.15.558 1+CZ+D+C2+1 2 1+C2+O+C2+1 2 1+C2+OtC2+1 3 1+C2+0+C2+1 4 1+C2+OtC2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D1C2+1i3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 14C2+0+C2+1 4 Custom 11.391-12.016 1+C2+142+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+7 3 1402+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 - t Y,-%-Y, ADDED NOTE TO ANCHOR F 62-78' + 12.1)17-13.397 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+02+1+02+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1402+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 CITY,TABLES. %-)3-1+ 13.398-17.016 t+C2+O+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0++12+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C2+04C241 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 m Custom -11.391-13.397 1+x+1+C2+1 2 1+02+1402-1 2 1+02+1+02+1 3 i+CZ+14C2+1 4 1+C2+1402+1 4 1+C241+C2+1 4 1402+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1402+1+C2+1 4to _ 60' Y4-K_y4 13.398-15.360 1+C2+1+C2+1 2 1402+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+CZ+1 4 ci `S m z Cn 1 Y-y-)3 15.361-19.641 1+C2+0+C2+1 2 1+01+0+(2+1 2 1+C2+OtC2+1 3 1+C2+0+C2+1 4 1+C'2+O+C2+1 4 1+CZ+D+C2+1 4 1+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+C2+0+C2+1 3 I+CZ+OtC2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 Custom 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+C2+t 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 14C2+3+C2+1 4 1+C2+3+C2+1 4 1tC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CL+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W t j Q p i v 75' Y°-j4-y 13.398-19.110 1+C2+2+C2+1. 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2tC2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 H� O O O f r %-%-35 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2t1 3 1+C2+14C241 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 142+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1402+1+C2+1 4 z w °1W t0 7 Custom 1&360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2tI 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 1a•0 96' V4-y,.% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 311+C2+3+C2+1 4 1+C2+3+C2+1 4 l+C3t3+C3+1 4 1+C3+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2-1 3 1+Cx+3+C2r1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 +02+2+C2+114 1+C2+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 Z Ute.w 120' Ya--%-Y4 -30.360 i+C2+3+C2+1 2 1+C2+34(x+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+CZ+3+C2+1 4 t+(2+3rC3+1 4 1+C2+3+C2+1 2 1+C2+3+02+t 2 1+C2+9+02+1 3 1+C2+3+C2+1 4 1402+3+(2+1 4 14(2+3+C2+1 4 V LL,9 Anchor Group 8 Anchor Croup 0 F 2'Q =a J yr0 t 35-114• Y." 11.391-11.391 1+C244+C2+1 2 14C2+0+C2+1 2 H C2+G1C20 3 1+C2+0+C2+1 4 1+C2+O+C2r1 4 1+C2+0402+1 4 1+C2+04(x+1 2 1+C2+O+C2+ 2 1+C2+D+(x+1 3 1+0x+0+02+1 4 1+C2+OtG2+1 4 1+C2+0402+1 4 0�,- � m � CO 1 38' 13-Yi-% 1Z308-12308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+01+Cx+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+CZ+WC2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+C+C2+1 4 i+C2+0+C2+1 4 HC:2+O+C2+1 4 z o; 0 a+ 45-118' LL y-yl11.391-13.397 1tC:2+O+C2+1 21402+OtC2+1 21+C2+0+C2+1 31+C2+O4C2+1 41+C2+0+02+14 14C2+0+C2+1 4 1+C2+0+C2+121+C2+O+C2+121+C2+0+C2+13I+C2+O+C2+141+C2+O+C2+141+C2+o+C2+1 4 W p Y.-Y,% 13.398.14.683 1+C2+0+C2+1 2 1+C2+D+C'2+1 2 1+C2+0+C2+1 3 1+C2+01C2+1 4 1+CZ+O+C2+1 4 1+C2+0+02+1 4 1+(2+DH 2+1 2 1+C1+O+C2+1 2.1+C2+O+C2+1 3 1+C240+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 J N 47314' Y%-% 11.391-12297 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+.-2+1+02+1 4 1+C2+1+C2+1 4 1+CZ+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+1 3 1+CZ+1+C2+1 4 1+CZ+t4C2+1 4 1+C2+1+C2+1 4 0 m 0 01� I Ya-'X 12298-15.558 1+C2+04C2+1 2 1+C2+04'2+1 21+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+0;2+14 1+C2+0+C2+1 21+C2+0+Cx+1 21+C2+0+C2+1 3 1+C2+0+C2+14 1+C2+0+C2+14 14C2+0+C2+1 4 s. < Q U 1 Custom 11.391-12016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C 2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+(2+1+C'2+1 4 _ Z {4 $ 52-118' y-'/=-y 12017-73.997 140241402+1 2 1+C2+1+02+1 2 1+021 1+C2+t 3 1402+1402+1 4 1402+1+02+1 4 1402+14(x+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+0241+C2+1 3 1+C2+140241 4 1+02+1+C2+1 4 14(x+1+C2+1 4 Z >l�S Ya- 13.398.17.016.I+C2+0+C2+1 2 1+C2.+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+Cx+1 4 1+C2+0+C2+1 4 1+12+O+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C?.+1 3 1+C2+D+C 2+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 4 p 0 0 c:- 3-)S I m Custom 11.391-13.397 1+CZ+1+C2+1 2 1+C2+1+02+1 2 14241+C2+1 3 1+0241+C2+1 4 1+C2+1+0241 4 NC2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C211+02+1 3 1+02+1tC2+1 4 1+(2+1+C2+1 4 1+C2+1+C2+1 4 3 60- y-yy. 13.398-15.360 1+C2+1402+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2r14C2+1 4 14C2+1+CZ+1 4 1+C2+14C2+1 4 1+C2+1+Cx+1 21+C2+1+C2+1 2 1+C2+1+02+1 31+C2+1+C2+1 4 1+C2+1+02+1 4 14C2+1+02+1 4 U Z 0 Y -f-% 15.361-19.641 1+C2+D+C2+1 2 1402+o+C241 2 1+C2+0+C2+1 3 1+C2+0+Cx+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0r(2+1 2 1+C2+OtM+1 2 1+02+0+C++1 3 i+C2+DtC2+1 4 1tC2+1HC2+1 4 1+CZ+D+C2+1 4 Q T Z I� Custom 11.391-13.397 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3402+1 4 1+C2+3+0241 4 J+C2+3+C2+1 4 1+C 2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2 1 75• y-h+/. 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+242+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2t2+C2ti 4 X111 YlViv Y-Ya-Y+ 19.111-24.641 1+C2+14C2ti 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ l 2 1+C2+1+C2+1 2 1+Cx+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4 `�� (1�Y L...... '/,,�' •� Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 14Cxr3+C2+1 3 1 t(xt3+c2+1 4 1+C2+34(x+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 2 1402+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 a� LICENSE' 96' -JS-'/. 19.398-24.360 1+02+3+(2+1 2 1+02+3+C2+1 2 1+C2434C2+1 3 HC2+3+C2+1 q 1+(2+3+C2+1 4 1+C2+3+Cx+1 4 1+C2+3+02+1 2 1+C2+3+tx+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1402+3+C2+1 4 1+C2+3+C2+1 4 �•, No.58705 Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2tC2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 ltC2+2+C2N 4 1+0242+C2+1 4 14 2.2+C2+1 2 1+C2+2+C2+1 2 1+Cx+2+C2+i 3 1402+2+02+1 4 1+C2+24(2+1 4 1+C2+2+02+1 4 �••7 •C tk 120' Y+-YIX " -30.360 1+C2+3+C2+1 2 1+C'2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 1+(2+342+1 2 1+02+3+Cx+1 2 1+C2+3+:2+1 3 1+(x43+0.2+1 4 1+C2+34C2+1 4 1+C2+3+C2+1 4 WfNDOW WIDTxI•-6928 �g SEE TABLE 9 FOR DESIGN PRESSURE %�Q••, A pL :•2Cl" "MIN.SASH SIZE=.--._- Imo---- (�•• AZORIOI'.••' ��� Max.An chor O.C• Anchor ADchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). �� 3+'• � � ral• Group E Group F S SASH SIZE IS AS PER THE FIGURES ON SHEETS Spacing for"inte iD g 2)FOR SIZES NOT SHOWY,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ' /J7 r I t 111 1111 ` i Fln"installation3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2.9" 4" i I 4)'114.112-1/4'AND'113.10-1.'3'1NDICATC THAT TI IOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. W THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL.WITHIN THE RANGE. PRAT 53105 I TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MA)LO.C.SPACING SHOWN ON THE ELEVATIONS. G12ss Types Anchor Quantliles for XOX Windows 586 Sash Sash 24'Fbigh! 30°Height 38'Height 48'Helgtd 54'Haight (O"Height 24"Haight �3('Height 36'Haight 48'Might 54'Height63"Weight Con on Width Reiot Laud Rargs(In) Head&Sill Head&Sul Head&Sill Head&Sig Head&SIR Head&SUI Head&Sig o Heed&SII .6 Head&Sill Head 8 S81 Heed&Sip liead&Sill RA Anchor REVISED Group A ' Anchor Group C as Som& with the Florida 35-114' '/r-%-% 11.391-11.301 1+C2+0+C2+1 21+C2+0+C2+1 2 i+Cd+0i,q+1 3 1+C2+O+C2+1 4 1+q+0+C2+1 4 1+C2+0+q+i 4 Building 38° %-Y 12.308-12.308 1+C2+0+02+121+C2+0+C2+1 21+C2+0+C2+1 3 1+C2+0+q+1 41+C2+OtC2+141+q+D+C2+14 NOA-No. 17-0411.08 45-118' +/+-Y-Y 11.391-13.397 I+C2+0+02+1 21+C2+D+C2+1 21+C2+04q+1 31+C2+0+C2+1 41+C2+0+C2+1 41+02+O+C2+14 Expiration onto 0912412020 1+C2+0+0.2+1 21+C2+O+C2+1 2 1+C2+C+C2+1 3 1+C2+O+q+1 41+C2+o+q+1 41+02+O+C2+1 4 B Y,-Y,-Y, 13.398-14.683 y Y-%-y4 11.391-12.297 i+C2+1+C2+1 2 1+CZ+1+C2+•1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 Mlami-IZa rodaet Control 47-314' %-Y-Y3 12.298-15.6'8 1+C2+0+C2+1 2 1+C2+0+C2+11 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Cuslum 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1402+1+C2+1 4 1+C2+1+CZ+1 4 ua L 52-118' %-Y-% 12017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+q+1+02+1 3 1+CZ+1+CZ+1 4 1+C2+1+C2+1 4 VC2+1+C2+1 4 Y- h 13.398-17.016 1+C2+O+C2+-1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+D+q+t 4 1+C2+O+C2+1 4 Custom 11.391-13.397 Not Albtaed 1+q+1+C2rt 21+(2+1+(2+1 2 1+C2+1+C2+1 3 1+C2+t+Cx+t � m 4 7+q*1+C2+1 4 1+q+1+C2+1 4 � X m i5 6P yr)s--% 13,389-15.360 1+q+1+C2+1 2 1+(2+1+02+1 2 1+C2+t+q+t 3 1+q+1+C2+1 4 1+C2+t+q+1 4 1+q+1+C2+i 4 y to .%-%.Y. 15.381-10.641 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+02+0+C2+1 3 1+('2+0+(2+1 4 1+C2+O+C2+1 4 i+C2+0+C2+1 4 Custom 11.391-13.397 _ 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+i 3 1+C2+3+C2+1 41+C2+3+C2+1 4 1+C2+3+q+1 4 Oto 0 75" +/+-'/r-Y 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+02+1 2 14C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 CC S Q a �u�d a°° I Y3-%-y3 19,111-24.641 1+(2+1+C2+1 2 1tC2+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+q*1*C2+1 4 1+C2+i+C2+1 4 LID ul z Custom 18.560-19.397 li+C2+3+C2+1 2 1+C2+3+C2+1 2 1 i+C2+3+C2+1 3 I 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+q+3+q+1 4 N 96' Y X-34 19.398-24.360 1+C2+3+C2+1 2 I+C2+3+02+1 2 1+C2+3+(2+1 3 14C2+34q+1 4 1+C2+3+C2+1 4 1+C2+3+q+1 4 1° n '+e z Custom 74.381-30.360 i+C2+2+C2+1 2 1+G2+2+C2+1 2 14C2+2+C2•i 3 1+C2+2+02+1 4 1+C2+2+02+1 4 1+q+2+02+1 4 Z LL m ®Eq wp I 120" Y-Y-Y4 " -30.360 1+q+3+C2+1 2 1+q+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+q+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group D F�Z.1 v S2 4 J 35-114' +/a-35-Y 11.391-11.391 1+C2+D+C2+1 2 1+C2+0+02+1 2 i+C2+0+C2+1 3 1+C2+O+C2+1 4 1C2+ q +C2+O+C2+1 4 1+0240+C2+1 4 t+ 0+C2+1 2 1+C2+0-C2+1 2 1+ +0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+CL+1 4 Q>•aL Q + CO 38' Y-Y-Y 12.308-12.308 I 1+C2+O+C2+1 2 1+C2+04q+1 2 i+C2+0+q+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+q+O+C2+1 4 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+q+0+02+1 3 1+C2+D+C2+1 4 1+C2iD*C241 4 1+C2+0+C2+1 4 Z S g i' CC LL i 1 X-h-Y 11-301-13.397 1+C2+0HC2+1 2 1+C2+0HC2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+q+1 4 1+C2+0+L2+1 2 1+C2+D+C2+1 2 1+ChO+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+04(2+1 4 J 45-VB' J3.30 ya-Y-Ya 13.398-1!,883 1+(2+0+(2+1 2 1+C2+O+qq .1 2 1+ +pC2 tC2+1 s i+ 40+C2+1 4 1+q+O+C2+7 4 l+C240+gt1 4 1+840+(2+1 2 1+C2+(Sigt1 2 1+C2+0+C2+1 3 1+C2tOt(2+1 4 1+(2+0+(2+1 4 i+(,7+O+C2+1 4 M O y4-y2-y4 11.391-12.297 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+CZ+1 3 1+C2+1+C2+ q q 1 4 1402+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+4+02+1 2 1+C2+1+02+1 3 1+C2+1+ +1 4 1+CZ+1+C2+1 4 1+C2+1+ +1 4 0 Z 47.3"4° 1++4s s �r+/S-fie 12298-16.558 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+0+(2+1 3 1+(2+6+(2+1 4 1+C2+0+C2+1 4 1+q+0+C2+1 41+C +O+C2+1 2 1+C2+O+C2+1 2 1+CZ+0•C2+1 3 i+C2+0+C2+1 4 1+C2+D+C2+1 4 1+(2+0+(2+1 4 .::) J F- custom 11391-12018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 3 1+C2+1+C2+1 4 1+q+1+C2+1 4 1+q+1+C 2+1 4 i+C2+1+C2+i 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ('1 jZ Z I 52-118" Y.-%-Y. 12.017-13397 1+C2+1+C2+1 2 1+C2+1+q+,1 2 1+C2+1+C2+1 3 1+C2+ q i+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+ +1+C2+1 2 1 q +C2+1+ +1 2 1+q+1+C2+1 3 02 1+C2+1+C2+1 4 1+C2+1tC2+1 4 1+C2+1+ +i 4 Z -1 f %-Y,-Y, 13.388-17.016 0-C:2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C2+1 4 1+q q +0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+CHL2+1 2 1+ +0+02+1 3 1+C 2+D+C2+1 4 1+C2+O+C 2+1 4 1+C2+0+C2+1 4 0 T N O if Custom 11.391-13.391'1+C2+1+CL+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C Z+1 2 1+q+1+C2+1 3 1+C2+t+C2+1 4 1402+1+02+1 4 1+C2+1+C2+1 4 U 0: U j 1! g" -Y- 13,988-15.300 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2Hq +CZ+1 3 1+C2+1+C2+1 4 1+C2+1+ +t 4 1+C2+1+C2+1 4 1+CHC:2 2+1+C2+1 2 1+C2+1+C2+1 2 C2+1+ +1 3 t+q+1+Cx+1 4 1+C2+1+q+1 4 1+C2+1+C'2+1 4 C1 Q = 60' Y4-%-y4 . Y,%-Y, 15.381-19.641 1+C2+0+C2+1 2 1+C2+O+q+1 2 1+C2+O+C2+1 3 t+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+O+C3+1 4 i+C2+O+G2+1 2 1+C2+O+02+1 2 1+C2+0+C2+1 3 t+q+04(x+1 4 1+C2+D+C2+1 4 t+C2+0+C2+1 4 Z .Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+q+1 4 1+C2+3+q+1 4 1+C2+3+C7+1 4 1+q+9+C2+1 2 1•C2+3+C2+1 2 1+C2+3+2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1; 75 Y-Y-Ye 13.398-19.110 i+C2+2+C2+1 21+C2+2+C2+1 21+C2+2+C2+13 1+C2+2+C2+1 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 1+q+2+C2+1 214(2+2+C2+1 21+02+2+C2+1 31+C2+2+C2+1 4 1+q+2+q+1 41+C2+2+01+1 4 `CCCIC 1j"11 { Y19.111-24.641 1+C2+1-C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+q+1 4 1+q+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+q+1+C2+1'2 14C 2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+HC2+1 4 i+C2+1+C2+1 4 `��\��Q�Y LYI�j�I�%,,� `f Coelom 18.380-10.397 1+(2+3•(2+1 2 NC2+3+C2+1 2 1+(2+3+02+1 3 1+C2+3+(2+1 4 1+C2+3+q q +1 4 i+ +3+(2+1 4 1+02+3+(2+1 2 1+C2+3+C2+1 2 14q+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 11+C243-C2+1 4 ` .•'• C-10ENSF '•�G 06' y4-y2-y4 19.398-24.36011+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 itC2+3+C2+1 4 1+C2+3+q+1 4 1+C2+34C2+1.4 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+0243+02+1 41+C2+3+C2+1 4 N0. *: 58705 Custom 24.361-30.360 i1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+(2+2+02+1 4 1+02+2+C2+1 2 1+C2+2+CZ+1 2 1+q+2+C2+1 3 1+C2+2+C2*1 4 1+C1+2+C2+1 4 1+C2+2+C2+1 4 7 •' y}= I a 120" Y-%-Y. -30.360 1+C2+3+C2+1 2 1+.x+34(2+1 2 1+C2+34q+1 3 Hq+3+(2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1402+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+t 8 i+C2+34(x+1 4 1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ro j '. yANPQY"yy1DTH-Sy28 N07E5: SEE TABLE 13 FOR DESIGN PRESSURE �� � ��;•�j� '•MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SHEETS 3A). Max.Anchor O.C. Anchor z .,Ct\ '.�CORIpA..•' Z . + C-tOUpF 2�FORSIZESNOT SHOWN,ROUND H SIZE IS AS PER THE SI�TOTHE NEXT AVAILABLEWI0T110RHEIGHT DIMENSION SHOWNONTHE TADON SHEETS 6-8. LE. S��NAL�NG�\��` Spacing for'Integral- 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ""11111 11111(( Fin"Installation 4" 4)-114-112-IW AND-i"3-USt"3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUAIN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN M2LER.P.E. P,E.#68705 t t 1 TABLE 25: MINIMUM ANCHOR OL ANTHiES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantifies for XOX Windows 788 24'Height 30-HOW 36'Height 4tr Haight 54-Height 83'HeightFi-C2-j-C2+1 e ht 30-Height SW Height 40-Height SV HO l e3'Height Sash Sash 9 9h 9hl 0 b Bh Configuration Width n c n n a a a Nin a n Rcinf.Lend Range(in) Head 8 SUI Head 8 SN Head 8 S01 ' Heed 8 S01 Head 8 Spl Heed 8 SN1 SU Head 8 Sig Hood 8 SL'I a Head 8 SBI Heol 8 S01 Head 8 501 E " PRODUCT REVISED R4 Anchor Group A Anchor Group C as com ing with the Florida 35.1/4' 1 1 11.391-11.391 C2+1 2 1+C2+6+02+1 211-C2-0-C2-1.2 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+04C2+1 4 Building ode �' - NOA-Na. 17-0411.08 38' %.y,-Y, 12308-12.308 +C2+1 2 1+C2+0•C2+1 2 1+02+0+C2+1 3 7+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 y4-%-y 11.291-13.397 C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 4+02+0+C2+1 4 1+C2+0+C2+1 4 ExPlmtion Date 0912412020 45.18' -ys-M 13.398-14.183 C2+t 2 1402+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2-1 4 By 47-3/4' /+=ft-Y 11.301-12.297 C241 2 1+C2+1+C2+1 2 1+C2+1•C2+1 3 1+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+:1+C2+1 4 Mluml-oa Product Comte h h 12"98 15,558 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.D10 C2+1 2 1+C2+1+C2+1 2. i-2+1+C2+1 3 14C2+1+C2+1 4 1+G2+1+C2+1 d 1+lx+NC2+1 4 t°ADDED NOTE TO ANCHOR 4i 52-18' y,-Y,-Y, 12.017-t3.397 14C2+1+C2+1 2 1+cz+1+C2+1 2 1+C2+1•C2+1 3 1+C2+1+C2+1 4 14C2+1+C2+1 4 1+C2+1+C2+1 4 ¢CITY.TABLES. 3 M.%.Yla 13.398-17.010 1+C2+0+C2N 2 1+C2r0+C2+1 2 1+C2+O*C2+1 3 1+C2+0•C2+1 4 1+C2*0•C2+1 4 1+0+0+C2+1 4 Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+i 2 1+C2+1+C2+1 3 t+C2+1+C241 4 1402+1+C2+1 4 1+C2+1+C2+1 4 lCJ 60' Y,.:%-y4 1338C2 9 .15.360 f+C2+1+C2+1 2 1• +1•C2+1 2 1+C2+i*C2+t 3 1+C2+1+C2+1 4 1+C2•1+C2+1 4 1+C2+i+C2+1 4 ig Q) ,m %_y_}S 15,381-19.641 1+C2+0+C2+1 21+C2+O+C2.+1 2 i+C2+0+C241 3 1402+0+C2+1 4 1•C2+O+C2+1 4 1+C2+O+C2+1 4 lU w Custom 11.391-13.397 1+C2r3+C2+1 2 1•C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1402+3+C2+1 4 1+C2+3+(2+1 4 Z ro CD 0 O 75' %_y_% 13.398.19.110 1*(x*2•(2+f 2 t+C2*24(2+1 2 1•l2l2+C2+1 3 1+02+2+C2+1 41+02+2+C2+1 4 1+C2+2+(2+1 4 O � O i )S.jfy, 19In .111-24.647 1+C2*1+(2+121*C2+1+C2*1 21+(2+1+C2+1 31+C2+i*C2+1 41+C2.1•C2*14 1+C2+1+(2.14 }'gym a1e0 LYLO Custom 18.300-19.387 1+C2+3+C2+I 2 1+C2+3+C2.1 2 1+C2+3•C2+1 3 1+C2+3+C2+1 4 1- -3+G2+1 4 1+C2+3+C2+1 4 �O N S { 90' Y,-!/,Y, 19,398-24.360 1+C2+34C2+1 2 1+C2+3+C2+1 2 1+C2+3•C-2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+34C3*1 4 p M p 'I- C) = wav0 le 69 Custom 24.361-30.360 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+f 4 = 0 I K 121 '/a-'/!j-Y4 -30.360 1+C2+3+C2+1 2 1+C2+3•C2+1 2 1+C2+3+C2•1 3 1+C2+3+C2+1 4 1+C2*3+C2+]4 1+C3+3+C3+1 4 U Z 6 J .oV Anchor Group AnchorGroupl) 35-114` %-%-% 11,391•11.391 1+C2+0+C2•1 2 1*C2+O+C2+1 2 1+C 2+0+C2+1 3 1+C2+G+C2+1 4 1+C2+O+C2+1 41 1+C.•2+O+C2+1 4 1+C2+0•C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+o+C2+1 4 i+Cx+0+C2.1 4 1+Cl2+0+C2+1 4 1�.J,y. M1 r O 0 38' h-ys-y4 12.308-i2308 1+C2+D+G2+1 2 1+C2+0+C2+1 2 1+C2+CI•C_2+1 3 1•C2.0+C2+1 4 1+C2+O+C2H 4 1+C2+0+C2+1 4 1+C2+Q+C24f 2 14C2+04C2+1 2 f+C2+0+C241 3 1+C2+04C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 Z tg LL ; 11.391-13.397 t4C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+Ch+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2.1 4 f+CN0+CZ+1 4 1+C2+0+C2.1 4 J 45.1!8' J y_y,. 13.398-14.633 1+C2+O+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+i 3 1+C2+11•C2+1 4 1+C2•0•C2+1 4 1+C2+0+C2+1 4 1+C240+C2N 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2+0•C2.1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O Y,-%-Y, 11.391-12297 1+0241+C2+1 2 1+C2+1+C2+1 2 4+C2+1*C2+1 3 1+C2+14C2+1 4 14CZ+14C2+1 4 f+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 e m Z 47Jl4' -, 12.298-15.558 1+C2+O+C2+1 2 1+C2+0+(.'2+1 2 I+C2-o--C-+i 3 1+C2+0+C2+1 4 1+C2+0+CZ+l 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0•C2+1 2 1+C2+0+C2+1 3 1+C2•O+C2+1 4 1+C2-0+C2+1 4 1+C2+0+C2+1 4 J Custom 11.391-12,010 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+Cx+1+C2+1 3 1K2N+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+I+C2+1 3 1+C2+1+C2+1 4 4402+t+C1+1 4 1+C7+t+C2+1 4 F (f' F-• Z G 62-18' ys-Ya-:G 12.017-13.307 i+C2+14C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1•(2+7+C2+1 4 1+C2+1-C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 3 l*C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 z 7T t 13.399-17.010 1+C2+MC2+1 2 1+C2.O-C2.1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0•C241 4 1+C2+0+(2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2.0+C2+I 3 1+0240+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O O I Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+0241 2 1*C2+1+C2+1 3 1+C2+1+C2N 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U U) m f 1 60' %_y.y 13,398-15.380 1+C2+1+(72+1 2 1+C2+1+G2*1 2 HCZ+i+C2+1 3 t+C2.1+C2+1 4 7•(2+1+C2+1 4 1+C2+1*C2+1 4 1*C2+1•C2+1 2 1+C2+1-C2+1 2 1+C2N+(241 3 1+C2r14C2+1 4 1+C2+14(2+]4 1-CL-1•C2+1 A o Q I c K_y_1,{ 15.361-19.841 1+C2+O+C2+1 2 1+(2+0+(2+1 2 1+(240+(2+1 3 1+(22+ +0+(2+1 4 1+( 0+(2+1 4 i+C3+(}+paiN d 1+C2*0+(22 1*C2+0+C2+1 2 1+C2-(Y (x +C2+1 3]+C2+D+C2+1 4 1+C2+O+C2+1 4 1+ +0+C2+1 4 = Custom 11.391-13.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2*3+C2+1 3 I+C2+3+C2+1 4 1+C2+3+C2+1 4 1402+3+C2+1 4 ]+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+G2+1 4 ) i 75' %.Y% 13.398-19.110 1+C2+2+C2+1 2 1+C2+24C2*l 2 1+C2+2+C2+1 3 1402+2+C2+1 4 1+C2+2+C2+1 4 1+C3.2+C3+1 4 1+C2+2•C2+1 2 1+C2+2+CZ+4 2 1•C2+2+C2•1 3 1+C2+2+02+1 4 140242-2+1 4 1+C2+24(2+1 6 1111111111/i+, i yy.y 10.111-24.011 i+C2+14(2+1 2 1+C2+1+C241 2 1.12+1+C2+1 3 1402+1402+1 4 1+C2+1+C2+1 4 1+C3+1+p+1 4 1+C2+1+CZ+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 t+C2+1+CZ+1 4 1+C2+1+C2.+1 4 �.1`�ONY•LY)1fV CUst01p 16.360-18397 1+C2+3+Cx•1 2 1•C2+3+C2+1 2 1•C2+3+C2+1 3 I+C2+3+02*1 4 1.02+3+C2+1 4 14C2+3+G3+ +C2+ ' 1 4 1 3+02+1 2 1+C2+3•(241 2 1+C2+3+C2+t 3 1+C2+3+C2+1 4 il;-S 3+C2+1 4 •+CZ+3+C2+1 4 �`��.•' LIOEN& •.�(e�i 1 98' % 19.398-24.360 1+C2+3+C2+1 2 1+C2+34C2N 2 1+C2+3+C2+1 31+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3•C2+112 1+C2+3+C2+1 2 1+C2+3+C241 31+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Q• Custom 24.301-30.300 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+(242+C2+1 4 1+C2+2+CZ+1 4 t+C3+2+C3+1 4 1+C2+2+02+1 2 f+C2+2.02+1 2 1•(2.2+02.1 3 1?C2+2+C2N 4 1•(7.+2+02.1 4 1+(2*2+C2+1 4 NO,58705 i 1201' .. �%-y 30,3eO 1+C2+3+C2+1 2 1+C2+34C:2+1 2 1+C2+3+C2+1 3 1+(2+3402+1 4 1+C2+3+C2+i 4 1+C3+3+03+1 4 NC2+3+C2r1 2/+Cx+3+02+1 2 1.02+3+C2+1 3 1+(2+3rG2r1 d i+C2+3*C2+1 d 1+02+3*02+1 4 WINDOWWIDTH-5928 - SEE TABLE 14 FOR DESIGN PRESSURE •' N.SASH SIZE= NOTES: - T STATE F CUA ; li Max.Anchor O.C. AriChOr 2 IFI RES ON DIMENSIO SHEETSNS BALE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4),SASH SIZE,IS AS PER THE %��SS'•cCORIDP-,•G�� � i y Spacing for"Integral. Group 2)FORSIZES NOTSHOWI4,ROUND UPTOTHENEXTAVAILABLEWIDTHORHEIGHTDIMENSIONSHOWN ONTHETABLE. 'r/�ONAL��111 I Fin"Installation 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. /!/I I 1111 t 111 3.7° 4)'1/4-112-1/4'AND-1l3-1rd-1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E i IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WHHIN THE RANGE. I P.E.d 68706 ! TABLE 29: MINIMUM ANCHOR QUANTITIES SI IOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE VAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types AnchorQUantities forXOX Windows 10.12 Sash Scan 24-Height 3O"Hdght 36"HMght 46-Y,cight I 54'Height 63"Height 24'F'dgM 30°ttelgtd 36'Hictght 1 48'Height 1 64°Height I Sr Height ConligumtIon Mth a a a- a a a n Re1M Leel Range Cin) Hasa 8 5111 Head&sin ,� W:ad B S10 Head&S01 Head&Sit .4H+c a Spm Head 8 sill Heed&Sib read 8 Sib Head&Stil Head&sig Head&Snl R4 Anchor Group A Anchor Group C 35.1/4' 'h-34-Y+ 11.391-11.3911 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2.0#C2+1 4 1+C2+0.C2+1 4 PRODUCT REVISED 38'. Ya-%-% 12.308.12.308 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1402+O+C2+1 4 as cc-p= am I9ing with the Florida 0ullding Godo 45.118- 3a-Y Y, 11.381•13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+03+0+0+1 4 N0A-No. 17.0411.08 %-X.% 13.386-14.683 t+C2+0C2+1 2 I.C2+0+C2+1 214C2.0+C2+l 3 1+C2+O+C2+1 41.C2+O+C2+1 4 1+q+15+03+1 4 PxpirolfonData0912412020 11.391-12297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 T+C2.0.C2+1 3 i+L�+0+C2+1 4 1+C3+0+q+1 4 14q+0+C1.1 4 47-W B 3a -Y+ 12-289-15-558 1+C2+O.C2+1 2 l+C2+G+C2+1 2 1+C2#C2+1 3 1+Q+G+C2+1 4 t+C3+0+q+i 4 1+C3+0+C3+1 4 8Vam1 D Product Co rD^L 1 Custom 11.381-12.016 - 1+C2+G+LZ+i 2 1+C240+C2+1 2 1+C2+MC2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+03+O+C3+1 4 5211/8' y%-y 12017-13397 1•C2+O+C241 2 1+C2+0+C2+1 2 1+C2+G♦C2+1 3 I+C3+O.C3+1 4 i+C3+0+C3+t 4 1+p+6+C3+1 4 i1 Ya--�-Yt 13.398-17.016 i+02+0+02+1 2 1+C2+6+12+1 2 14C2+0+C2+1 3 1+C2+0+C2+1 4.+p+0+C3+1 4 1+C3+04p+1 4 ADDED NOTE TO ANCHOR 3 s`QTY.TABLES. + + Custom 11.391-13.387 1 C2 2<a 1 2 1+02 2 C2r1 2 1.02+2.02 1 3 1 C2 2+02+I 4 1 q 2+p 1 4 1 C3+2+p+1 4 m 6p° Y+%Y. 13.398.15.380 NOI A wed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C�+♦1 3 14C2+2•C2+1 4 1+q+2+C3+1 4 1+C3+2+p+1 4 D Y-%-35 15.381-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1'2 1+C1+0+C2+1 3 1♦q+0+C3+1 4 1+q+O.C3+1 4 1+C4+0+C4+1 4 b Custom 11.391•13.397 1+C2+2+C2+1 2 1+C2+3+C241 2 I+C2+3+C2+1 3 1+C2+3+C2+1 4 t+C3+3+C3+1 4 i+q+3+p+1 4 Z .ay 76- Y.-'/+-% 13.398-19.110 1+02+2+01+1 2 1+C2+2+C2+1 2 1+C2.3+C2+1 3 1+p+3+03+1 4 1+C3+3+C3+1 4 1+C 4+3+C4+1 4 w r r• 3S-SS-Y. 18.111-24.641 1+C2+0+C2+1 2 1+C2+D+C+1 2 1+q+0+C3+1 3 1+M+D+C3+1 4 i+C4+0+C4+1 4 1+C4+0+C4+1 4 j jr 9 O Q Custom 17.641-19.397 1+C2♦3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+03+4+qN 4 1+q•4•p+i 4 i+C4+4404+1 4 R S O O r OG NYSA 18.398-24.360 1+C2+3+C2+1 2 1+C243+C2+1 2 1+02+3+02+1 3 i+q+4+q+1 4 t+q+4+p-1 4 1+04+4+CA+} 4 tD z oSOO Q' j 24.361-31.041 1+C2•Z+C2+12.2+02+2.02+ 2 2+C2+2+C2+ 3 2+p+3+03+2 4 2+C3+3+C3+ 4 2+04+3+C4-2 4 (7 m20.641.32.515 q+4+q+ 4 2+C4+4+C4.2 4 2+02+3+02+2 2 2-C2+3+C2+ 2 2+C2+3+02+2 3 2+q+4+qr2 4 2+120" 32.518.39.641 2+C2+2+C2+2 2 2-C2+3+02+2 2 2402+3+C2+ 3 2+C3+3+p+2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 Z LL 0 N C=_7 140' Custom -39.641 2+C+3+C2+ 2 2+C2+3+C2+2 2 2+C2*3*C2+2 3 2+p*4+p+ 4 2+04+4+CA+ 4 2+C4+4+04+ 4 =W S 4: 4 Anchor Group B Anchor Group D WU Z 2 W 'ou 35.1/4' Y-h-74 11.391.51.391 1+C2+6+02+1 2 1+C2+O+C24}2 1+02+O+C2+1 3 1+02+C+C2+1 4 i+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+02+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0.C2+1 4 p U>1 J� m J 0 38" 3a-i4-35 12.306.12.300 1+CZ.D+C2+1 2 1+C1+0+02+7 2 1+C2+0+C2+1 3 1*0246+02+1 4 1+C2.O+C2N 4 t+C2+O+C2N 4 1402+O+C2+1 2 1+C2+0+C2*1 2 1+C2+D+C2+1 3 1+C2.6+CZ+1 4 1+C2+6+C2+1 4 1+C2+0+G2+1 4 o Z v O < a, . %.Y. 11.391-13.397 1+C2.0+C1+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 I+C3+0+C3+1 4 I+C3+0+q+1 4 1+02+0+C2+1 2 PC2+C+C2+1 2 1+01+0+02+1 3 1+C2+0+C2+1 4 14C2+0+C2+1 4 1+p+0.03+1 4 O W LL 45.1/6' 3;-yN 13.398.14.8&1 /+C2+0+CZ+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+12+0Kc /4 1+C2+o+C2+1 4 i+C3+0+C3+1 4 1+C240+C2+1 2 1+C2+0+C2+1 2 1.C2+D+C2+1 3 1+C240+C;2♦1 4 1+01+0+C2N 4 1+C3+04C3+1 4 J 47314' Y-Y,34 11.391.12297 i+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C�+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+O+C2+}3 1+C2+0+C2+1 4 t+C3+0+C3+1 4 1+C340+C3+1 4 - F- J L0 Y-35-h 1229D-15.558 1+C2+O+C2+1 2 1+C2+O+C2N 2 I+C2+0+C2-1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C2+D+C2+1 2/+C2+O+C2+1 2 1+C2+0+C2+l 3 1+CZ+6+1.2+1 4 1+C34O C)+1 4 1-C3+D+C3+1 4 p �j Q w i(/� Custom 11.391-12016 I+C2+0+C2+1 2 1+C2+9+C241 2 1+01+O+C2+1 3 1+C3+D+C3+1 4 1+q+0+C3+1 4 1+C3+O+G1+1 4 NC2+6*C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 i+p+6+C3+1 4 14p+D+C3+1 4 1+C3+0+C3+1 4 a 0 Q (•••- ( l 62-116• Yr}< 12.017.13.397 1+C240+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+D+C3+1 4 1+W+O+gr1tl-C2+GrC2+1 +O+CZ+1 2 I+C2+0+C2+1 2 1+C2+O+CZ+1 3 1+C3+O+C3+1 4 1+q+D+C3+1 4 1+C3+0+C3+1 4 (-- Z 1 - - s Y.-Y,-3i 13.398•17.016 i+C7+O+C2+1 2 1+C2+NC2.1 2 1+C2+0+C2♦13 1+C3+0+C3+1 4 I+q+0+q+1 4 I+C3+0+q+1 +DK2+1 2p1+.-2 0+C2+1 2 1+C2+0+C2+1 3 1+C2.0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 ¢ z alna� j 1 cD Custom 11.381-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+p+2+03+1 4 1+C3+2+p+1 +2402+1_22+C2+1 2 1+C.'+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+03+1 4 1+q+2+C3+} 4 O N 1 m 60" Y%-Y+ 13.398.15.360 1+C2+2+C2+-1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+q+1 4 1+q+2.q+1 +14C2+1 21+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2-1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 V ! Y.-%% 15.361.19.541 }+C2+D+G2+1 2 I+C2+0+CZ+1 2 1+C2+0+C2+1 3 Hp+O+C3+1 4 1+C3+0+C3+1 4 1+CI+G+C4+1 +O+C2+1 20•C2+1 2 1+C2+0+C2+1 3 1+C3+D+q+i 4 7+q+0+Ci+1 4 1+C4.O+CAM 4 �i z 0 I J Cuatcm 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+02+I 2 1+C2+3+C2+1 3 1+C2+3+q+1 4 1+q-3+q+1 4 1+q+3+C3+1 +2+C2+1 2 +02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 14C3+3+p+1 4 1+C3+3+C3+1 4 ¢ 2 i 75' Y-Y is 13.396•19.110 HC2+2+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+c3+3+C3+1<i.C9-3+C3+1 4 1+C4+3+04:1 r2+C2N 2 +C2+1 2 1+CZ+2+C2+1 3 1+C3+2+q+1 4 1+03+2+p+1 4 1+C4+2.C4+1 4 apl1 •a.a0 rang J j %•Ye-% 19.111-24.641 1+C2+0+C2+1 2 1+C2+0+C2+1.2 1+C3+OKM+1 3 14W+O+p+l 4 1+C4+0+C4+1 4 1+C4+0+04+1 2 +C2+1 2 1+q+0+C3+1 3 I+C3+D+C3+1 4 1+C4+D+C4+1 4 1+C4+DMA+1 4 Custom 17.641-19.397 I+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+12+1 3 1+C3+4+C3+1 4 1+p.+4+C3+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 +C2+1 2 1+C2+3+C2+1 3 1+q+4+C3+1 4 1+p+4+C3+1 4 1+C4+4+C4+1 4 `�.���NY!Y!I/^/''/ BB' Y.-Y+-3± 19.398-24.360 1♦C2+3+C2+1 21+C2+3+C2+1 21♦C2+4+C2+1 31+C3+4+q+1 41+C3+4+q+1 41+04+4+CRN 4 1+C2+2+C2+1 23+C2+1 21+C2+3+C2+1 31+C3+3+C3+1 4I.C3+3+p+1 41+CA+3+C4+1 4 cam:•' t,ICENy��'•., 24.361-31.641 C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+q+3+q+ 4 2+CA+3+C4+ 4 1+C2+2+C2+1 2 +02.1 2 1+02+2+02+1 3 1+0.''.2+q+1 4 NC3+2+p+1 4 1+61+2+C4+1 4 Q' '•,� iii Y-Y. 29.841-32515 +CC!+3+C2+2 I.2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C 3+4+C3+2 4 2+CH4+C3+ 4 2+01+4+C4+ 4 2+C2+3+C2+2 2 2,c2+3+02+2 22402+3+02+2'3 2+p+4+g4 4 2+q+4♦p+ 4 2+CA•4♦CA+2 4 _C N0 8705 120' 3S$i_35 32516•39.641 +C2+3+02+2 2 2402+3+02* 2 2+C2+3+02.2 3 NG7+4♦q+2 4 2+C4+4+04+ 4 2+C5+4+C6*2 4 2*C2+2+C2«2 2 2+02+3+02+2 2 NC2+3*C2+ 3 2+q+3+q+2 4 2+04+9+04+2 4 NCA+3+Ot+2 4 =-p: 4 ) 140' Custom •39,641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C�+2 3 2+C3+4+p+ 4 2♦C4+4+CA. 4 2+f5N+C5+2 4 2+C2♦3+C2♦2 Z 2+C2*3.02+2 22+02+9+02+2 3 Z+q+4+q+ 4 2+C4+4+C4+2 4 2+04+4+CA+2'4 •'. t �' •:•��` r` I NOTES: SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). �/��1 ••:c40RiDP. Z�� 1 GLASS T1PE510 12&1416 "M3J.SASH SIZE s VANDOW WIDTH-60.71 2)FOR SI ES NOT SHOWN,ROUND UP TO 7 E NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.IS AS PER THE FIGURES ON SHEETS 6 ///S��NAL MAY NOT BEUSEOWITH 1/lt11111U 3)SEE SHiEETO FOR A GUIDE 70 USING MESE TABLES. II J-CHANNEL OR INTEGRAL 4) 1ft 1!3°-1/4- -1/4°AND-1/3-1!3. INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE FIN FRAh1E5 A.LYNN MILLER,P.E. I INTHE ADJACENT COLUMN.°CUSTCI<W"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.0687n6 i 4 I TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 14.18 14•Fie M 3P He1 N 38'M l 46 He'ht 54-Height 03'Hct ttF141,1 30'tidght 36 Hsi t 46'Height 54'Height 63'Halghl bash 19 99SohRete[Le+ol Conlgm8on Wall Range(m) Head&SIII Head a SOI Head a SOI A Heid a SIO Head 8 SIII Head 8 Sal heed 8 3111 1NeedaSN (♦rad&6N HeaC890 ' Head a S01 Pi R4 Anchor GroupA Anchor OroupC35-U4• Y"-36 11.391-17.391 2 1+02+0!CL+t 2 1.0+0+02+1 3 1+C2+O+C2+1 4 t+C2+0+C2+1 4 + +. PRODUCT REVISED air 12308-12.306 2 7+C2+O+C2+7 2 1+C2+D+C2l+1 3 1+C2+O+C2:1 4 t+C2+o+C2rt 4 1+C3+6+C3+1 4 as comp7gng with the Florida 2 t+C2+OrG2+9 2 1+C2+o+C2+1 3 1+C3+o+CJ•.1 4 7+C3+o+C3+1 4 1+C4+OCA+1 4 MCA-Buildio addo11.391-13.397MCA-No. 17-0411.08 14.673 1+C2+0+C•2+1 2 1+C2+0+C2.1 2 7+C2+0+C2+1 3 1+C3+O+C3+1 4 7+C3+0+0+1 4 1+p+0+p+1 4 Expiration Dato 09/24/2020 0-3S 7L391-12297 1+C2+0+C2+1 2 1+C2+0+G'+1 2 1+C2+MC2+1 3 1+C3+O+pM 4 I+C3+o+p+1 4 l*C4+0+C4+1 4 47-.344• _Y 12288 1+C2+D+C2+1 2 1*C2+O+C2+1 2 1+C2+0+C2+1 3 1 1+C3+0-C3+1 4 1+0+0+01+1 4 1+C3+0+C3+1 4 Custom 11.391-12.018' 1+CZ+O+C2+1 2 t+C2+0+CZ+i 2 1*G3+0fC3r1 3 t+C3+0+C3+1 4 1+C4+0+C4+1 4 I+C7+0+ +i 4 Miam a ro u�fContro Ci _ 52.1/6 YY,-Y. 12.017-13.397 [14C2-2-C2+1 Cx.D+C2+1 2 1+C2+0+C2+1 2 1+03+O+Ci+1 3 t+C7+0+C3+1 4 1+C4+0+C4+1 4 I+CJ.rO!C4+1 4 ' Ys-Y'Y 13.398-17.016 C2.0+C2+1 2 1+C2+0+17+1 2 1+03+0+0+7 3 1+C3+0•p+1 4 1+C4+0+C1+1 4 1+C4+0+C4+1 4 m ADDED NOTE TOANC14OR ' Y C:•stan 11.391-13.397 2 I+C2+2.C2+1 2 1+C2+2+02+1 3 1+C3+2+C3+1 4 1+Ct+2+q+t 4 1+C4+2+01+1 4QTY•TABLES. 60' Y-Y-% 13.398-18.308 Not Mowed C2N+C2+1 2 1+C2+2+Cx+t 2 1+C2+2+C2.1 3 I+C3+2+C1+1 4 1+C.3+2+07+1 4 1+CA+2+C4+1 4Y-Y-Y 15.361-19.641 C2+O+C2+1 2 1+C2+o+C2+1 2 1+C3+C+C3+1 3 1+C4.o.CA.1 4 1.04+0+04+1 4 1.CS+O+C 14 m Custom 11.391-13.397 C2+2 C2+1 2 1+C2+3+[2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 7+CA-3+04+1 4 z C2+1 3 I+C3+3+C 3+1 4 1+CA+3+CA+1 4 1+CA+3+C4+1 4 C676' %-�-� 13.398-19.170 02+21(:2.1 2 1+C2+2+02+1 2 i+G2+3+ r• Y.-%-Y. 19.111.24.641 1+C2+0+CZ+7 2 7+0+0+0+1 2 1+plQ•C3.1 3 1+CA+OfC4+1 4 7+CE+0+C5+i 4 1+CS+C+C5+7 4 Ct3 O O C:mtom 17.641•19,397 1+C213+C2a1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+(2.4+0.1 4 i+C4+4+04+1 4 1+C4+4+04+1 4 p[ O. CA 0 0 98' 1.-Y-Ys 79.3°..8-24.360 7+C2+3+02.1 2 1+Cx+3+(x+1 2 t+C2+3+C2+1 3 1+CA+4+CA+1 4 1+C4+4+C4+1 4 1+C4*3+C4+1 4 }m fL' 1U) 3j-%Y. 24.301.31.641 1+C2+2+C2+1 2 2+C212+C2.2 2 2+(2.2+(2+ 3 2+CA.3+C4+ 4 2+CA+3.CA+ 4 1+04+2+04+1 4 � Y.-Y,++-Y.. 29.641-32615 2+C2+3+C2+2 2 2+CP.3.CL+ 2 2+C2+3+C2+ 3 2+C4+4+CA+2 4 2+C4+4+CA.1 4 2+CA+3+0.4+ 4 �CJ�O 'O g Z 720• Y_Y-Y 32516•39.641 2+G2+z.C1•2 2 2+02*3+C 2 2 2+C2+3+C2+ 3 2+04+3+CA+ 4 2+C4+3+04. 4 2+C4+3+CA+ 4 0 ty m n '1D'O 140• Custom •39.841 2+02+3+(x+ 22+02+3+02+ 2 2!12+3+C2a 3 2+C4+4+CA+ 4 2+CA+4+C4+ 4 2+C4+3+CA+ p S CLj 0 Anchor Group B _ Anchor Group 0 V Z m W 'ox 35.1/4' Y-Y-Y 11.391.11.:391 1+CL.D+Cx+t 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+6+02+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 z/+C2+0+C2+1 2 1+C2aDtC2+1 3 1+C2+0+C2+1 4 1+C1+0+C2+1 4 1+C2+0+G2+1 4 1?L Cr m J co 36 Y-Y-Y 12308-12.306 7+C2.O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+0+1 3 1+02+0+G2.1 4 1+CVWC2+I 4 1+p+O+C3+1 4 1+C2+0+02+1 2 1+C2+0+020 2 1+C2+0+t'2+1 3 1•C2+0+C2.1 4 1.C2+0+C7.1 4 I+C3.0+C3+1 4 Y-35.% 11.391•13.397 1+02t0+C2+1 2 7+C2+D+C2+1 2 1+C2+O+C2+1 3 i+p+C+C2+1 4 t+C3+O+C3+1 4 1+CA+0+Cr4+7 4 l+2+D+Cx+1 2 1+C2+0+C2+1 2 1+Cx+0+0'+1 3 1+(3+0+0+1 4 t+p+0+p+1 4 1+07+0+C4+1 4 Z O ~ LU LL W 45-116 - r + 0+02+1 2 I-C2-04C2-1 3 7+0!0+0+1 4 7.03+0+03+1 4 t+03+0+0+1 4 t+0x+0+02+7 2 1+02+0+02+7 2 1+02+0+(2+1 3 1+03+0+0+1 4 1+0.0+0+1 4(+03+0+0+1 4 •--1 0 Y Y•Y 13,396.14.683 1 C•2+0 C2+1 2 t+C2* 0 _ J -34-y 11.391-12297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+(2+0+(2+i 3 7+0+0+0+1 4 t+C3+0+C3+1 4 t+C4+0+C4+1 4 1+CND+C2+1 2 1+Cx+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 l4C3+0+C2h 4 1+C4+O+C4+1 4 I- Q 47.34' 'h-Y_Y, 12299-1$.$56 1+C2+D+C2+1 2 1+C2+O+C2+1 2 I+C2+0+C2+1 3 7+0+0.0+1(4 i+03+0+0+1 4 t+G3+0+0+1 4 1+C2+0+C2+1 2 t+C2+O+C2+1 2 1+C2+0+C2.1 3 1+C3+0+C3+1 4 1+p+0+p+1 4 1+03+O+C3+1 4 Q aZ Q' 1°�S Custom 11.391-12 0161+CZ+O+C2+1 2 1+C2+0+C2+1 2 1+p+0.C3.1 3 1+C3+0+C3+1 41+04+0+07+14 1+04*0+C4+1 4 1+C2+0.C2+1 21+C2+0+C2+1 2 7+C3+9+C3+1 3 1+C:3+O+C3+1 4 1+C4+O+C4+1 4 I+CA+o+CA+l4 y. Q I.... 52.176 Y-Yi-Y+ 72.017-13.397 1+Cx+O+C2+1 2 1+C2r0+C2+1 2 i+C2+O+C3r1 3 1+C3+O+C3+1 4 1+04+0+04+1 4 1.C4+0+C4+1 4 I+CZ+C+C2+7 Z I+C2+p+02+1 2 1+C3.0+C2+7 3 1+p+0.C3+1 4 I+CN0+C4+1 4 1+CA+D+C,10 4 U I- Z td %-Y.-Y. 13.338.17.016 1+C2*O+C2+1 2 1+C2+D+C2+1 2 1+p.0+C3+1 3 1+C3+O+p+/4 7+C4+O+CA+1 4 1+C4+DWA+1 4 1+ChD+C2.1 2 1+C2+o+C2+1 2 1+C3+NC3+1 3 1+p+0+C3+1 4 I+C4+D+CA+1 4 1+01+0+04+1 4 ¢ 0 Ho'S Custom 11.3DI-13.397 1+CL+2+C2+1 2 1+02+2+C2+t 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 7+0+2+0+1 4 1.0+12+07+1 4 OC2+2r=-1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 I+p+2+C3+1 4 1.0+2+0.1 4 1+C4+2+01+1 4 0. 0 O 80' 3j•h•'/+ 13.398-15.360 1+C2+2+C2.1 2 1+C3+2+G2+1 2 1+CZ+2+C2+1 3 t+0+2+0+1 4 1+C +2+03+1 4 1+C4+2+C4+1 4 i+C2+1+C2+1 2 1+C'2+1+C7+1 2 I+C2+1+C2+1 3 1+p+HCS+1 4 1+p+1+C2+1 4 1+C4+1+C4+1 Y-Y-Y 16.361-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 7+0+0+0+1 3 1+GI+D*C4+1 4 1+0,4+01 01+1 4 1+CS+O+CS+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+D+p+1 3 i+CA+0+�C4+1 4 1+04+O+CAH 4 1+CS+O.CS+7 4 L) Z Q Custem 11.391•13.397 1+C2+3+C2+1 2 1+C2+3*C.2r1 2 7fC2+3+C2+1 3 1+0+3+p+1 4 1+04+3+C4+1 4 1+CA+3+C4+1 4 1+C2+2+C2+1 2 f+C2+2+C2+1 2 1+C2+3+C2+1 3 1+0+3+C3+1 4 1+07+3+04+1 4 1+C4+3FG4+1 4 ¢ = S 7S Y Y-3: 13.398-19.110 I+C Z+2+C2+1 2 1+C2+3+C2+1 2 1+CZ+3+C2+1 3 1+C3+3+0.1 4 7+C4+3+CA+1 4 1+C4+3+04+1 4 1+C2+2+02+1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+0+2+C3+1 4 1*CA+2+C:4+1 4 I+G4+2+04+1 4 °41'1 -.0 s as Y-X-Y. 10.111.24.641 1+C2+O+C2+1 2 1+0+0+0+1 2 1+0+D+pri 3 1+C4+0+C.7+1 4 1+05+O+CS+i 4 t.C5+0+CS+1 4 1+(2+0+02+1 2 t.p+O+p+t 2 1+C3+O+C30 3 1+C4+O+CA+1 4 1+0+0+0+1 4 1+CS+O+C5+1 4 Custom 17.641-19.397 7+C2+3+02+7 2 I+C2+3rC2+1 2 1+C2+4+C2+1 3 1+C3+4+03+1 4 1+C4+4+C4+1 4 1+C+4+C1+7 4 1+(2+3+CZ+7 2 7+C2r3+C2+1 2 1+C2+3+02+1 3/.C3+4+c3+1 4 I+C4+4+04+1 4 1+C4+3+C4+1 4 it' W LYNIv 96 y-Yi-Y 10.393-20.300 1+02.3+02+1 2 1+02+3+02+1 2 1+02+4+(x+1 3 1+C4+4+C4+1 4 NCA+4rC4N 4 1+G1+3+04+1 4 1+C2+2+C2*1 2 1+C2+3+02+1 2 1.02+3+CZ+7 3 1+C;4+3+CA+1 4 1+CA+9+CA+1 4 1+G+3+04+1 4 ` ��Q LICENSE �(�% i t Y-Ya-Y 24.361•37.641 Z+C2.2+c2+2 2 2+ct+3+C2+ 2 2+C2+3+02+2 3 2+CA+3*CA+ 4 2+CA+3+04+ 4 1+G7+2+CA+1 4 1+02+2+02*1 2 1.07+2+02+1 2 1+02+2+02+1 3 1+01+2+C4+1 4 1+C4+2+CAH 4 1+04+2+04+1 4 y..Y.}: 29.831-32.515 +c2+3+02+2 2 2+02+3+02+ 2 2+02+4+C2+ 3 2+C4+4+CA+2 4 2+CA+4+CA+1 4 2!CA+4+C4+ 4 2+02+3+C2+ 2 2.02+3+02+2 2 2+02+3+02+2 3 2aCA*4+07. 4 2+07+4+CA*2 4 2+04+3+Gi+ 4 _�* NO.58705 120• Y_Y_Y 32516-39.641 +C2.+3+C2*2 2 2+C2+3*C2+ 2 2+02*3•C2+2 3 2+CA+4+O(+2 4 2+C4+4+04+2 4 i +3+04+ 4 2+C2+2+02* 2 2+C2+3+C2+ 2 2+Cx+3+02+2 3 2+CA+3+07+ 4 2.CM3+C:f+ 4 2+C4+2+CA+ 4 140' /2+stom -30.641 +02.3+02+2 2 2.(2.3+02. 22+02+4+02+2 3 2+CA+4+CA+ <2+04+4+04+2 4 2+CA+3+03+ 4 2(02+3+0x. 2 2+02+3+(x+ 2 2.02+3+C2+2 3 2+CAM+Gi*2 4 2+CA+4+0+ 4 2+Gi•3+CA+ 4 7D ! 3 3t 1 NOTES: SEE TABLE 16 FOR DESIGN PRESSURE .C%••.• ATE F W, r n)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). %�s•••FCORtDP..• �� '•� ` ,' 'GLASS TYPES 10-12 814.16 •'MIN.SASH SIZE° SIZE IS AS PTHE FIGURES ON SHEETS N. yJINDOwvuloTH-60,72 p��R SUES NOT SHOWN ROUND UP TO 771E NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE '�'�is�ONAL ENG'\ ' MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ///+14444471\ ' J-CHANNEL OR INTEGRAL 4)'1/4-112.114•AND-1/3-1/3.1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E •FIN FRAMES IN THE ADJACENT COLUMN.-CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.F-9 58705 j i TABLE 28: BIII of Material 3.500' ---il 3.500' 3.500• 3a"00• -�••{ S Partp Description atatorlal 1 820121 Frame Head,Slg and Jambs-J Channai PVC �� o6z +T.1•- oe^c• .l�- 002 2 620122 Flame Head.Sip and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC J �� 4 620124 Frame Head.Sill and Jambs-Equal Leg PVC 2.445' 2.445• 2.446 2.446 13 620172 An'J-LIR Insert/Trim Coyer PVC 14 620131 Fixed Meeting Rall PVC (L r ' II I = 1 l 15 820158 Track Insert _ 6063 78 At 16 620129 Sash Rail(Sides,Top&Bottom) PVC ED �____Ju 17 620166 moncrarl 6063 T6 Al .62s J-CHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEO FRAME 10 i 19 620156 Pull Rap Interlock 6063 T8 AI 1.375 O FRAME HEAD,SILL T- Q HEAD,SILL 6 1.375 O HEAD,51118 O HERO,SILL& 20 620144 Pug Rail Interlock Cow _ PVC ' &JAMBS I JAMBS I JAMBS JAMBS 21 620150 Ught Sash Reinforcement ED83 TS All 22 620151 Standard Sash Rcinbmement 6063 TO AI 23 620152 HD Sash Reintarcement WW TO AI I I ' I•�- 24 820153 Standard Meetingbrc Rall Rclnemertt 600575 At !+- 4.507' 1437•� I I o 25 620154 HD Meetkg Rall Reinforcement 6005 T5 At I - t tea" T 2.f 2.176• -► 26 820165 H.D.Hodr-Roller Meeting Rail RoWarcement 6005 TS AI ,n2. .065` 0 0 1020" 1.375• �t� 27 710X114PPA #10 x 1-114•PH.PH SDS(Monorail Screw) 410 SS 1 5790-II-{ .471' i 28 61644 Weatherstrip,,107"x.270`Fin Pile OOs �_ .060` 1.000' j� -y .1070' .050' 29 61719 Weathership,.187"x.229'Poly Pile -�, 1231• LIFT RAIL LIFT RAIL 30 #e x V Ph.PH SDS(Interlock Mounding Screw) 4108S 13 & TI-LIFTINSERT COVER14 MEETING RAIL t6 FIXED TRACK R R'r 18 SASH RAIL f0 INTERLOCK 20 INTERLOCK COVER- 31 78X312PPA #8 x 3-1/2'Ph.PH SMS(Fixed Meeting Reil Screw) 410 SS 32 716MP Meeting Rall Screw Support Plate W 63 T5 AI l� 33 720210 Wrap Hok Cofer PVC 173oa �+} T1s I ' 0yyy7mCW -�{ 1.100• a 34 720187 insAuto Screw Holo Plug PVC n-- LII .716• 37 720197 _Auto Lock C Stael I tt_iL lU�-It'}U} IJ 33 720199 Sweep Lack - Cast Zinc .75s .7&I" 39 720198 Auto lack Cover Assembly Cast Zinc ��-�^ o2s -�N-� 43V -.I r-� � 1.1& �-� •060" 40 N6 x 1-178'Ph,FH SDS(Auto and Sweep Lock Screw) SS l.AMI IG ROLLED FXTRUDGD UGHT SASH STANDARD II 41 720200 Auto and Sweep Lock Keeper Cast Zinc O BEADING O SCREEN FRAME 81 SCREEN FRAME O REINFORCEMENT RE202 INFORCEMENT 1 42 76x34PPA 46 x 3/4•PH.PH SDS(Keeper Somw) _ SS 43 7612FFTX R8 x 112°FPH Tek(Reinlorczmerd Screw) SS 070•• �4..--_ 1.162- 44 Leadstile Top Comer Key Nylon 1 45 LeadsWe Bottom Comer Key Nylon 1.180• F+- _L - 070 ate• 48 Lockstlle Top Comer Key Nylon .070• .791' 1'036' 1.041•[� 1.04T 1.22 �u�u 47 lJrksllle Bottom Comer Key Nylon 810• L L 130' � .16V � .070• 48 720204 Wheel Nylon 7}- r-- .150• -1 1.331• Imo- -.I 1.340" F-- ( 1.340• I-.--- h 72 620135 IJ1rN.I.G.Bead PVC i HD SASH STANDARD HD MEETING HO HR MEETING PRODUCT REVISED 74 Beckbed GE 770D or Dov77B1 Silicone O REINFORCELTNT 24 MEETINGRAIL O RAIL �RNL 17 MONORAIL as lding In with rho Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT eulidin9 Godo 75 71684/5 Setting Block(7/8'x 2'x 118°)85 r/.5 dura. EPDM NDA-No. 17-0411.08 W 61011 Roll-brmed Screen Alum `` 7j77 RaWmd W. pot,; Raristen expiration onto 9124/2020 {` at 61012 Extruded screen Frame Alum �� QN..LyIVN�i.,,�, JR 03/27/17 no CHANGES 7H15SHEET. ey 02 Extruded Screen Spreader Bar Alum .``'-C•:0CENSE'•.1�� ►Alam a uct Contra I 83 47042W Screen Corner Key with Pup Ring PVC Revised W. tee' R�rc me i f 64 47041WICKGW Sc men Comer Key No Pug Ring _ PVC >F: No.58705' 85 7CASPM Tersien SpdM 55 *_ ® Descrfpuore prom W. tis etB16G18 Screen Cloth Fiberglass 7J; 3J �� WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61035161614 .140•Screen Spline achlreJHend H011etl Vkt t O �T/� 1070 TECHNOLOGY DRIVE � ! P (M ) T'•. !(7` 7ium Oot4: I C� •••�,�ORIDP-.•' �� IN VEMCE,FL 34275 r NOTES_ ' ONAL E�G� � cmtTPOT OWTw®we s�d �ONTAL ROLLER LM o�.+re NQ_ 05/15815 I 1)ITEMS#G-12.18.35,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL � A,S.4NN M tu�R,P.E. H Rst, NTS 17 OF 18 M D-HR5510-01 •B � 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AX EXTRUDER CODE. PE 458700 CERT.OF AUT",II7B296 i I ` 18 SASH TABLE 29: MITERED FRAME WITHC44) r ` ASSEMBLY O 1 Egress Lock BIB of Material 1 INTERIOR AND EM-MOR DETAILS # Part# DeseAptlon Material FRAME WELDS 100 7MC7D24 MuIA•Point Lock Operator .Cestan i6 42 1 CEJ 1D1 73340 Operator mounting Plate See] 31 l 102 72016 Muki 'nt Lock Keeper Ahurdnurr. 1 ATTACHED 103 720214 Multipcint Lock Guide N!on 32 EXTERIOR 48 SASH 104 220217.221 Tie Bar(Length Varies) Stainless Steel 1 I f1 105 71024X12HFX#10 x V2°HH MS Stainless Steel 108 78X1FPAX x 1"Ph.FH SMS Ste nless Slse1 72 X4 107 7WSFPTX z 34"Ph.FH 60.5 Stemless Steel 19 G l �\ �'. 17 ATTACHED TO © 103 27 \\ 30 FRAMEJAMB \`• - EGRESS LOCK 37 DETAILS �\ <o (NOTTOSCAIF. 39 I 89 83 OR� 42 �•, 104 87 /'' - 'a. ' OPT.AUTO LOCK B5 f �� PRODUCT REVISED 45 �, 20 ATTACHED TOas eomplyIng with the Florida F�MJ=J Duitding odo \ (48 r i 106 HOA-No. 17.0411.08 E-pl-tion Onto 09124/2020 \ 42 82 \\\� 14 18M1z. Dad —duct control OPT. X4 40 \` 41 3.. II 47ATTAC © } VTO 42 1 OPT.SWEEP LOCK FRAME CA0.8 I 80 OR 61 vvv 15 I 1070 TECHNOLOGY DRNE I �`9 1 MITERED 1..WRH 1 W N.VENICE.FL 34275 I INTERIOR AND EXTERIOR 100 (941)-480-1600 1 I FRAME WEEIDS f jj111ij CERT.OF AUTH.129296 SCREEN \ .� CNY LYiVN '/,, Revraad Sr Dots Rev aka: I I ASSEMBLY ;�`���.:• "'s•tiii�� ' RJR 03/27/17 NO�+oESTHsat�r. DETAILS , I ��: LICEN c . ' er: Dots ae.rera�c * Na.58705 801014-/ 33 '� ='V� fjt, •'* Deserlptfon: Drnm fiy: f EXTERIOR FRAME ��O'•. � l ��� EXPLODED WINDOW VIEW J ROSOWSKI t. r..? ASSEMBLY %;t�`''•• <o�oA oro i 1)GLASS AND SOME PARTSIOPTIONSNOT SHOWN ONDRAWINOFOR CLARRY. DETAILS ,�, .,� i '� S�ONNG���` HORIZONTAL ROLLER-LM 05/15/15 i ff 2]J•CHANNEL FRAME SHOWN.PART#1.OTHER FRAME TYPES APPLY. A.LYNY A71LI.ER.P.E ` Serles/keOaL• Soak: SAeet: OroMnq Ab. R.I. 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 8$. HR-5510 NTS 18 OF 18 MD-HR5510-01 B i 7§ P.6.#6e708 ~ } I Miami-Dade County wilding Product Information for N.O.A. 17-0630.10 NOA 17-0630.10 t (libraryloroductcontrol/noa/17063010.pdf) Superseded—BY File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Double Hung-Single Hung Material Vnyl-PVC Applicant PGT Industries, Inc. (pc-result detail ayD.asp7app alias=101544) Expiration—Date September/17/2020 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Posibve 70 Maximum_Design_Pressure_Negative 110 Description Series"DH-5560"PVC Double Hung Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key.(lbuildinalpc-result key app.aso) Page Last Edited:Wed Jan 25,2017 10:40:27 AM 1Sl'1Gi!! - f MIAMI-DARE COUNTY • IMMADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIY EWrRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.miamidad&Z2X/econemy PGT Industries,Inc. 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"DH 5560"PVC Double Hung Window—L3LL APPROVAL DOCUMENT:Drawing No.MD-DH5560-01 titled"Double Hung Window Installation- LM",sheets 1 through 14 of 14, dated 05/15/15,with revision B dated 06/06/17,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. MLSSII,E 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 fled 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 he 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 NOA#16-0714.09 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 reviewed by Manuel Perez,P.E. NOA Na 17-0630.10 iu Expiration Date: September 17,2020 Approval Date: November 02,2017 Page 1 PGT Industries,Inc. NOTICE.OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No, 15-0812.04) 2. Drawing No. MD-DH5560-01 titled "Double. Hung Window Installation - LM", sheets 1 through 14 of 14,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 4. . 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 W"md Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTm spacer system and XL Edgelm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0 714.09) 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure-Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15--0812.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5560 PVC double hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8007,dated 04/28/15, signed and sealed by Idalinis Ortega, P.E. (Submitted under NOA Aro. 15-0812.04) Manuel Pier P.E. Product ControE miner NOA No.17-0630.10 Expiration Date: September 17,2020 Approval Dater November 02,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014)and FBC 61 Edition (2017),dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. 'Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coN uim) L Notice of Acceptance No. 1&1117.01 issued to Kuraray America,Inc.for their "°Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(CIear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter-Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance'No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014)and FBC 6ffi Edition(2017), dated June 22,2017, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. Manuel r4iFA P.E. Product Controi Exajhmer NOA No.17 30.10 Expiration Date: September 17,2020 Approval Date: November 02,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(corrrnv m) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NDA No. I5-0812.04) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. -16-0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09,issued to PGT Industries,Inc. for their Series "DH-5560"PVC Double Hung Window-L.M.I."approved on 08/25/16 and expiring on 09/17/20. Manuel Per . Product Controlr NOA No.1=. 0 Expiration Date: September 17,2020 Approval Date: November 02,2017 E-.3 TABLE A:MAXIMUM O.C.SPACING DESIGN PRESSURE RATING IMPACT RATING 64'MAX.SUCK WIDTHVARIES PER REINFORCEMENT LARGE&SMALL MISSILE B.SEE Olese Types Abate Meeting Reil LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT SHEETS --_12'MAX a{II 6.8 16.112' �•—-- 30•MAX.O.C.-►�_I, , I+- 64'MAX.SUCK WIDTH 9-16 12' 62-118'MAX.BUCK WIDTH A.SEEI -- SEE SHEETS 1-1/4' S.SEE I __ 36'MAX.O.C.•�•+�--12'MAX. SHEET 3�.._. TOP SASH 12"IMX.--^--' } SHEET3 t - _ __ _ -' VISIBLE �-- 64'MAX.BUCK WIDTH 8HEETE4,�.-_-__ Sao _ _ LIGHT �L 88.338'A.SEE I'-'"' - �— B,SEE 30'MAX.O.C.__ 12'MAX. I MAX. .-).._.._�:"' f�..►—.._12'MAX. SHEET3 / TOP SHEET' I _ _ SUCH BHEEf4� j / + SPACED EQUALLY — BASH VISIBLE S HEIGHT q,SEE — 72•MAX.yI Y I I / EQUALLY I, SEE TABLE A ANCHORS I LIGHT SEE TABLE A SHEET 3i / - - t 7_ SPACED ..-1L, PER TABLES / HEIGHT 1 EQUALLY I _..1� I ANCHORS PER I 8•tt 1 / I / SEE TABLE A SPACED TABLFB 8.11 I ANCHORS PER I / I 84' — x f'1 84. X 1.L TABLES B•11 x 1 02' x+ I� BUCK v --- —I— MAX. v �— _ — — MAX. _ HEIGHT 10'MAX.O.C. BUCIC 10'MAX.O.C. 10'MAX.l•O.C. BUCK A9 SHOWN X ( 4 HEIGHT X I X I I 11 HEIGHT 1 X 4 (88.338' _�_..!_ — — /7/1 . MAX,� i19.807 MAX.D.G.EQUALLY ._._.. .—. j13.80T MAX.O.C. EQUALLY I SASH 3.807 MAX.O.0. EQUALLY .---.-/SPACED SPACED 1 VISIBLE SPACED I SEE ANCHORSPER --_— ANCHORS LIGHT —�— ANCHORS PER /// SHEETS TABLES 8.11 j f PER TABLES I —/ HEIGHT A TABLESS-111 , --- ——^ —.� 8&9 A 8.11 •)S-112'MAX. CKORSATSU 16-11L-MAx_ 8 -•-.^_ NO ANCHORS AT BILL '`-'�NOTCH L WEEP-, 0_---•BOTTOM BASH VISIBLE_JNOAN ` NOTCH DETt SEE illi. AILS, B - N T I �!I D•+r•-•-•- yt• --• ~ NOTCH DETAAIiLS. NOTCH DETAILS. SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION ._.r. FOR CUSTOM COTTAGE CONFIGURATION UP TOANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW 76•HEIGHT SEETABLES 0-11SIM( ILAR ANCHOR DIMENSIONSS FOROTHER CONFIGURATIONSI, 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ME NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. ELEVATIONS........................................... ... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE INSTALLATION.FLANGE&EQUAL LEGA 30X.....3 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLAT ON.INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................6 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHITECTOF RECORD,(AOR). DESIGN PRESSURES..................... 0-7 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT.INST.ANCHORS8-11 SHOULD BE SEALED.OVERALL SEALINOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIESFLES........................................ 12 6)1!4'MAX.SHIMS ARE REQUIRED AT=ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES..T.................................. 12 7)DESIGN PRESSURES: ASSEMBLY 8 PARTS LIST................................... 13-14 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL.&CYCLE TESTING AND GLASS PER ASTM E1300. CODES ISTANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GIASSPER ASTM E1300. 62017 FLORIDA BUILDING CODE(FOC),8TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/395 STRESS INCREASE HAS NO -ASTME1300-09 BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WIT *ANSUAF&PA NDS-2013 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2016 PRODUCT REVISED S)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *AISI 5100.12 m mntpiying with the Florida 10)REFERENCES;TEST REPORTS FTL-8006&8007;ELCO ULTRACON NOP ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& eAISC 380.10 Building Coda BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NON$:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL Acaptmgo 11)APPLICABLE EGRESS REQUIREME14TS TO BE REMEWED BY BUILDING OFFICIAL. 111 1/1 RMrbn: f ra 1ONa 111 //' USER INSTRUCTIONS: `. .........LY)Vyj�'-., UPDATED TO FBC 2017.-JR= By. .� i Miom DedoRnduseClxtuey-1 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIONPREy�„EURE REQUIREMENT FROM ASCE O6IO6/17 U 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 O 3 ACCORDING TO THE INSTALLATION CONDITIONS. Nu,88708 3)KNOWING YOUR GLA41NOOPTION(TABLE 1);WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = PRESSURE FROM TABLES 4-7.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW — fj OPENING OBTAINED IN STEP 1. �^ = 1070TECMNOLOGYDRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6.11.VERIFY THE ANCHORMUBSTRATE WILL MEET REQUIREMENTS FOR �: � N.VENICE,FL3427& _ �� YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET.. � •'' A !(J. (041) 80-1so9 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15!15 6)INSTALL AS PER SHEET 3 FORTHRUFRAME INSTALLATION OR BHEET4 FOR INTEGRAL FIN INSTALLATION, �i 'FlOR10�`.�'' ��� NOTE:DESION PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL;FLANGE, � NAL�N% AM R*M ON10' ✓Mode ''o°"'° ' NO' 'P°" INTEGRAL FIN OR EQUALLEGMOX). A.i4lm"44aR!d•1• DH-5560 NTS 1 OF 14 MD-DH5560-01 D • P.EJ168706 CEILT.OFAUhLtI4Y28B TAB LE I:ALLOWABLE GLASS TYPES Frame slow Frame Glen Description(Listed ham Exterior to Interior) Dedgn Pressure Types Options OonBge, Installation Optionsthat may be used Type Table N Bheet N (as pig B) (sae Table 1) (see Fig A) 5 7/8'Laminated 1.0.:1/8'A Exterior Cep+7118'Air Space+6118'Laminated;(2 Utas of 1/8'A Glass Wth.090"PV8 Interlayer 4,5 6 8 7/8'Laminated 1,0.:118•T Exterior Cep+7118'Air Space+611W Laminated;(2)Liles of 118•A Glass vAth.080•PVB Inteda er 4 5 6 Into 2X Wood Freme/Suckstrip•sheat 3,option 1 Etplald ke, 7 7181 Laminated 1.0.:3/t8"A Exterior Cap+318'Air Space N16'Laminated;t2)Utes of 1/8"A Glass with.090"PVB Intedayer 4 5 6 Flange Through the tame ,,,.Into ConoroldCMU-sheet 3 option 2 Pa 6.16 Ori Cottage d the window through 1X Euckstdp Into ConC_ro1e1CMU•sheet 3,option 3 8 7/B•Laminasd I.G.:3116'T ExladorCsp+318°AlrSpaoe+6116•Laminated;(2)Utee of 118'A Okas vAth.090'PVB Inledoyer 4 5 6 �) g Cotlsgs _ 9 7/8'Laminated I.G.:1/8'A Exterior Cap+7/1B'Air Space+Will'Laminated;(2)Utas of 1/8'H Elias wilh.09V 80 Intedayar 6 7 ....Into Metal•sheet 3, ton 4 10 716'Laminated LO.:118'T Exterior Cap+7/16'Air Space+6/16'Laminated;(2)Utes of 11W H Glass vAth.090'SO Inierlsyar 6 7 Box ....Imo 2X Wood FramarBuckstdp-sheet 3,option 1 11 71W Laminated I.G.:3116'A Exterior Ca +3/8"Air Space+611 S'Laminated;(2)Liters of 1/61 H Glass vA1h.090°80 Inteda er 6 7 Eq d•Ug 6-16 Ori ltProxtew Through the tame ...,into Concmte/CMU-shoot 3, tlon 2 12 710'Laminated I.O.:3/16"T ExteriorCap+3/6'Air Space+6/16'Laminated;(2)Utes of 1/8'H Glass wilh,09D'SO Interleyer 6 7 (#4) d College of the window...... through 1X Bucket Into Concnda/CMU-shoot 3,2ean 3 13 7/8'Laminated 1.0.:118'A Exterior Cap+6116'Air Space+7118'Laminated:(2)Lkes of 3118'A Glass wllh.090'SG Moeda er 7 7 Into Metal•sheet 3.option 4 14 718'Laminated I,O.:116'TExterior Ca +6116'Air Space+711(1'Laminated; 2)Utes of 3118"A Glass with,080'•SO Mtodayer 7 7 Through the ,...Into 2X Wood FmmefSuckstdp-shoot 4,option 8 16 7/8•Laminated I.O.:3116"A Exterior Cap+.114'Air Space+7118•Laminated;(2)Utes of 3118'A Glass With.090'SO interlayer 7 7 JLChannel Equal•Ute' Integral In•••••• .,..Into Metal-sheet 4.0 Ion 7 + 6-8 OdeUPro hew Indo 2X Wood FromdBueket •sheet 4,option 8 16 718'Laminated I.G,:3118"T ExtedorCep 1/4'Air Space+7118•Laminated;(2)Utes of3/16'A Oiass with.090•SG letmrieyeY 7 7 (N1) d l�ottege Thraph tis Rama riP d the window...... ,,,,Imo Metei•ehaat 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6.7,8,11,13 Through tib .,,,Into 2X Wood FrnnafBuckat -swat 4,option a 8 15 MAY NOT BE USED INEqual-1.11111. Group Anchor Substrate Min.Edge Min. THE HVHZ ABOVE 30'. Iriepnl Fln 6.8 OrlauPmVaw Integral on Into Metal-shoot 4, ion 7 Distance Embodmene • hp) Thigh the tame I....Into 2X Wood FMnWBuekstdp•atleel4,option B 3 am ne 3/ S Cottage ofthe vAndow,.-••• ....Imo Metol-sheet 4.option 8 #10 SMB Steel,AW 0.050' (steel,18-6 S.S. Steel Stud,A&53 Or.331 318° 0,0461"(18 Ga) 'A"-ANNEALED or 410 S.S.) A Aldminum, T5 31F_ 0.0 *H"=HEAT STRENOTHENEO P.T.Southem Pine(SG-0. ) T/18" -/B" FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "P e TEMPERED 3/16"steel Ultmoon Concrete(min.2. el) 1318" J 'PVB°=BY KTRARAYAMOSIFOL0 PVB U IdOd CM A C-90 Pre 1-114° �J� v �� 0Y KURARAYAMERICA,INC. P.T.Southern Pine(SC�.55) 8/16" 1-3/8" j� � 2 L 4 SG'*ASD'SENTRYBY KU BD #12 SMS St ,A36' 3/8' 0.0w INTERLAYER BY KURARAY (steel,18-0 S:S BOX OR AMERICA INC. Steel Stud,A1153 Or.33: 8' .04 °(18139.) / � Y� FLANGE EOUAL- B or 410 S.S.) Aluminum,8083 T5' 318" 0.083' y� LEO 1/4 steel tlecon P.T.Southern Ptne(8G=0.55) 1 1 114 steel Clete x P.T.Southern Pine(SG=O. ) 1" 1 $' EQUAL-LITE ORIEL COTTAGE - 114"steel Aggre-Gator P.T.Southam Pine($0=0.65) 1" 1-/8' MIN.OF 3 THREADS ro e(Min.2.85 Kai) 1" 13/4" BEYOND THE 114"steel UttreClNl METAL WCmtoFIsx9 l Min F Mi..F. C lin uteri U,(AS ) 2-1l2" 1-114' SUBSTRATE Screw 92 ksl 120 ksl ,, 1 4'Sites Star fete(min.3.35 Me i 1" 1314" w s0 kei 05 kei �J G C� o 1/4'steel Ulimc.n Concrete(min.2.86 nil) 2-112" 1-314' "UNGROUTED ew 90 kei 110 kat J CHANNEL INTEGRAL concrete m n,3.35 ksl) 2-112 I V* CMU-VALUES atot® 67 kei Nil FIN �l 1!¢"steel CfOteitlX MAY BE USED D Ungrouted CMU,(ABTM 0 2-2• 1-1 4° ort® 155 Net 177 kd Corotete m n . 7 sl 1-1 FOR GROUTED 114"steel Aggre•Gator CMU reteFiex® 127.4 it 188.711e1 Grouted U,( r APPLICATIONS. minun 6 kei Iu 36 Steel 38 al tib kat --'Q T 0 •ALLE ANCHORS RO O THE ItdTEGRAL IN Or.33 Steel Stud 33 el 45 kei PRODUCT REVISED it,complying with dw FWdo Mia Edge Min. Ac r�F�°NoGrosP Anchor Substrate �6 Distance Embedmenr t 11 t I l/ ' F pual o Date 6 2-1/21 x.1311 Com;=Neff P.T.Southern Pine(9 318. -27774-r2112"Wrtg ehettk Racing t4ek P.T.Southam Pina(Swat$) ale• 2.7/16' .���` N`E►+aF % R ANCHORS RE-GROUPED. DProdw P.T.Southern Piro(8(1+.66) 11r- 13/6• ' -JR-06/06/17 #10 Th eahead SM. Altxninttm,8083 TG 318' 0.060 :*; N0.68705 (steal,188 8.8. Sleet Stud,Or.33• 318' 0,0451-(18 GA.) = 00wdPtlonr or 410 S.S.) F steel, 316" 0.05(r 6 . 1070TECHNOLOOTINtNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI s' `. P.T.9adhem Pine(SCi=.6� 8/18' 1318• 'MIN.OF 3 � Tf `� N.VENICE,FL 842x6 a12 SMS tlmintxn sae T6• 0 THE METAL % s•.�....... :��'� (a1�466 teoo DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,168 B.S. Steel Stud,Or.S31 31• 0.050" THE METAL �1r S�ONAL `%% wera rtkd or 410 B.S.) SUBSTRATE. 7//x//1111111111 IGT So ec Seale: Shark OroalrW No, RW: Stem,AM. 31W 0.050" A.LYNN MILLER,P.E, railtaHstISMEo DH-5560 NTS 2 OF 14 MD-DH5560-01 B P.E.188705' CERT.OFAUTH• INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. --�-4- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT.- FRAME INTO 2X WOW _ - '•"""" '�"`-"r - 114'MAX SHIM 18 1/4•MAX SHIM -►I �-- FRAME OR BUCKSTRIP. -'�---- T r~ SEE NOTE 2,THIS SHEET. �� C. _ __ VISIBLE 17 ` EMBEDMENT EDGE , •'". ��-� 18 LIGHT WIDTH 1_._ (`� •• EDGE e_ DISTANCE FLANGE FRAME - SHOWN DISTANCE a BALANCE -- -- ^�} TYPE BOTTOM [� l_1/4'MAX _ VARIES SASH _ - TYP.ANCHOR SHIM TYP.ANCHORTYPE. 42 WITH SASH TYPE. � EMBEDMENT AND WEIGHT 54 EMBEDMENT l` _ TYP.ANCHOR TYPE. EDGE __ 77q 30 - ANDEDGE \- DISTEMSANCE 1 f. _ _ ' DISTANCE PER SUBSTRATE, DISTANCE PER I 31 ( DISTANCE PER SEE TABLE 2,SHEET 2. SUBSTRATE' TOP EDGE SUBSTRATE, 18 SEE TABLE 2.SHEET 2. O. -./—� SASH -Y DISTANCE SEE TABLE 2, jI O FLANGE �� �,-„,,,.� LIGHT-WIDTH �- _ GD EQUAL J. FRAME 10 12 LEGBOX T 72 1� NOTES: SHOWN I ......87 w FRAME VISIBLE VISIBLE 20 OPT.SASHTOP •-- BUCK WIDTH LIGHT LIFT RAIL 1)USEONLY HORIZONTAL SECTION A-A HEIGHT SUBSTRATE-APPROPRIATE l / 1 ANCHORS LISTED ON TABLE 2, / l4 8 - FOR ALL EDGE DISTANCE LIMITS.ANYSHEET 2.FOLLOW AND DADE APPROVED MULLION,FOC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. J WINDOWS R4-1, ;1 INSTALLATION OPTION SHOWN MAY MAYBE VERTICAL OR HORR NTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. J -...��__.__ .�.-..�-�.._�_-L1 _ f22 ANCHOR® BE USED ON ANY SIDE OF THE / 153.55'FROM WINDOW. .1l4'MAX. /#10 OR#12 STEEL 114'MAX. �- 45 46 47 CENTER AT 2)MASONRY ANCHORS MAY BE SHIM -a�J 1� •� 19ELF•DRILUNG � I SHIM BUCK OFOR USED INTO WOOD A8 PER TABLE 2, S- SMS(05),SEE I HEIGHT `._ WINDOWS SHEET 2.ALL WOOD BUCKS LESS 7 TABLE 2, 80 fl 18 OVER 36' THAN 1.1n'7HICKARE TOBE SHEET2. 9nERIf WIOE.ADD CONSIDERED 1X INSTALLATIONS.IX 1 �OR 30 \ ADDITIONAL WOOD BUCKS AREIF 4] SCREWS UNIT19INSTALLED DIRECTDIRECTLY TO VISIBLE @18-318' SUBSTRATE.WOOD BUCKS FROM END. DEPICTED AS 2X ARE 1-112'THICK 4HEIGHT OR GREATER,IX AND 2X DUCKS �] { (WHEN USED)SHALL BE DESIGNED 1B TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGBOX B4 LOCATION:O-W DESIGN AND INSTALLATION IS THE SHOWN O FRAMEINTERIOR 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER pSHOWNORARCHTTECTOFRECORD. .^�HOTCHEs AT , 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION �� '-� E S�TALLATION_ EACH END. CJ (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 i•Rc]DUCT REV{.SED OPENING)IS MEASURED FROM ANCHOREDTHROUGH ANCHOREDTHROUGH tvcomplying with tlwFtorma, BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Building Cade 9 I I 1 I l Arceptunoe No! ' 'b04 D ���.`�ONY LYNN,��•,,�� Rwhkn r dratioaDde EQUAL-LEGJBOx. 1/4•MAXSHIM NO CHANGES'THIS SHEET, fly �tcENBF•.4� FRAME sR1owNFir _ V(SI9LE LIGHT FORMULAS Q -_ �I j No.58705 WEEPHOLQ T NO ANCHORS .BUCK WIDTH•8112' * ® OurrlpOar rn Wim, ®r REQUIRED IN QFIXEDLtTE:BUCKWIDTH-7-11X '�' ' 11TTOTTtCHNOL00VDR1YE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKf 2.S7'FROM .,'.• FLANGE OR O'• two �� N.VENICE,FL 31278 EACH END. FgQARUAE LLs HE T E i��''•.,!RORIOA, C�'�� (811)4801600 nw' BUCK EIGHT12.4.3B' �, 1Ss�O Oo TO” DOUBLE HUNG WINDOW INSTALLATION-LM pI05/15/16 VERTICAL SECTION B-13lA11 uH M11% E. loom msemreaTwa°� saR"�" "' $0°t01ShM., Na. ie�v P8#58706 CERT.OF AM.W2o288 DH-5560 NTS 30F14 MD-DH5560-01 B INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 WS TALLATION•oPrtoN 5 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR INTO 2X WOOD FRAME OR INSTALLALON OPTIONS" -� EMBEDMENT - -�� BUCKSTRIP.SEE NOTE 2,THIS SUCKSTRIP.SEE NOTE 2,THIS SHEET. I�— EDGE DISTANCE ANCHORED THROUGH INTEGRAL {-+- EMBEDMENT -�_ SHEET. FIN INTO 2X WOOD FRAME OR �J 1/4"MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2.THIS -- ' EDGE DISTANCE V 16 _ SHEET. -�---•--' r. TYp,ANCHOR TYPE, VISIBLE�._ J-CHANNEL •' �� _- EMBEDMENT AND EDGE f—' 18 LIGHT WIDTH FRAME ---�, DISTANCE PER SUBSTRATE, SHOWN __ SEE TABLE 2,SHEET 2. BALANCE -- -- - _ -.-•------. "-o - -�� TYPE BOTTOM ;INTMEGRAL MBEDMENT VARIES SASH - U1 U 1-1/4'MAX SHIM -- 42 WITH SASHWEIGHT 54 1 TYP.ANCHORTYPE, DISTANCE EDGE 30 �`-EMBEOMENTANDEDGE 31 DISTANCE PER SUBSTRATE. � TOP TYP.ANCHORTYPE, (1 BEE TABLE 3,SHEET 2. r`7 18 (NAIL SHOWN) D SASH J - - -� EMBEDMENT AND EDGE VISIBLE FIN DISTANCE PER SUBSTRATE. J•CHANNEL ^�o "ILIGHT WIDTH •" uSHOWN SEE(NAILSHOWN)SHEET 2. FRAME -t� - 87 EXTERIOR 72 1g NOTES: SHOWN -j VISIBLE - 2( OPT.SASH TOP BUCK WIDTH LIFT RAIL i)USE ONLY HORIZONTAL SECTION C-C LIGHT � SUBSTRATE-APPROPRIATE HEIGHT ANCHOR$LISTED ON TABLES 2 8 3 48 OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAx -^ DADE APPROVED MULLION,FOC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. /- 49 21 FOR ALL AND EDGE DISTANCE LIMITS,ANY SHIM MAYBE VERTICAL OR HORIZONTAL_SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2.. 0 WINDOWS:1 INSTALLATION OPTION�SHOWN MAY EDGE r� f C2- ANCHOR BE USED ON ANY SIDE OFTHE - DISTANCES� - 15 - 3.59'FROM WINDOW. END AND AT I 010 OR 012 STEEL _ 114-MAX. 45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE / ---.SELF-DRILLING -�I SHIM . BUCK FOR USED INTO WOOD AS PER TABLE 2. SMS(G5).SEE - HEIGHT 36 WINDOWS SHEET 2.ALL WOOD SUCK$LESS i '(- TABLES 2&3, 60 OVER 36' THAN 1-I/2'THICK ARE TO BE SHEET2. U WIDE:ADD CONSIDERED 1X INSTALLATIONS. EXTERIOR 30 ADDITIONAL IX WOOD SUCKS ARE OPTIONAL IF (t-1 SCREWS UNIT IB INSTALLED DIRECTLY TO V-' VISIBLE 016' 'SUBSTRATE.WOOD BUCKS \ FROM END. DEPICTED AS 2X ARE 144 THICK B8 LIGHT \ OR GREATER.IX AND 2X BUCKS HEIGHT \\\ (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS FIN AND/OR I (2 �� 18 TESTED UNIT TO THE STRUCTURE.WOOD BUCK J FLANGE REMOVED INTERIOR LOCATION:6-SW DESIGN AND INSTALLATION IS THE O IN-FIELD WEEP Q 64 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN pp NOTCHE$AT OR ARCHITECT OFRECORD. FRAMESHOWN EACH END. 31 . \ 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATtO�I-- RIQR INSTALLATION 2rXI.W 7 30 raowjcTREvISED WEEPNOLE (ALSO REFERRED TO AS DAYLIGHT OPTION 7 � OPTION 8 38 OPENING IS MEASURED FROM +t saupfyi��g w10,Hu Florida TYP.ANCHOR TYPE,EMBEDMENT AND ) ANCHORED THROUGH FRAME INTO Dumupl b,8 WICOVER BEADING TO BEADING, ANCHORED THROUGH METAL(INTEGRAL FINIFUWGE REMOVED) / 2.8T FROM EDGE DISTANCE PER SUBSTRATE,SEE INTEGRAL FIN INTO METAL Amptanw EACH END. TABLE 3,SHEET 2.(SCREW SHOWN) I 1J., /'�,. RrNI Fnpiral4m pato 1/4"MAX D FRRAMESH FINN F- SHIM fir. %,%GE,,SF'�Q�'�; NO CHANGES THIS SHEET, h;.I S VISIBLE LIGHT FORMULAS ' No.58705 NO ANCHORS REQUIRED IN -'-'—_.- { WIDTH _ >A'; or- FRAME SILL IF ANCHORING '`� @SASH:BUCK WIDTH•6.112" - ��i°�^ "� THROUGH THE FRAME. L��-> --T QFIXEDLITE/BUCKWIDTH-744' MATE , J. r>�IGHNOL�oG�Ya Fi J-CHANNEL&INTEGRAL FIN-FRAMES J ROSOWSKI EDGE DISTANCE ON. nU�: Oabt INSTALLATIONOPTION S --� y HEIGHT(EQUAL-LITE) .t� ANCHOREDTHROUGH ---1 BUCK HEIGHT/2.4-W �,C� �t0RIDP ��'. (042480"Wo DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTEGRAL FIN INTO 2X WOOD ""1 EMBEDMENT - '��Sjr�QIN'lA�L 00 G\NN var l avow 5 � SoaN: C FRAME E BUCK-STRIP.SEE VERTICAL SECTION D-D a LYNNNIII�R,P.E. A1L1O"f°.#202 DH-5560 NTS ITOF 14 MD-DH5660-01 B NOTE 2,THIS9NEET, - - P.E,Ns670a CERT.OFAUTH.f/2B2A6 —f+ 718'NO �— —�•� 718'NOM. I+-- -••� 718'NOM. 718"NOM. 718"NOM. �+— __I __..V.._ 5/18"&6 PVB-- - 5/16"NA PVB 5/16"AIA PVB-------- •-- 5/16"A/A PVB-- 5/16'H/HSG 7/16"AIR SPACE 7116"AIR SPACE- 318"AIR SPACE 3/8"AIR SPACE-- 7118"AIR SPACE-- - 118"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS - 1/8"A GLASS \ I EXTERIOR V'I EXTERIOR EXjEFjIQ� Gj EXTERIOR L �EXTERIOR 78.79 78.70--.___ 1 78.70 \ TB•70 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —� 718'N7/0•NOM. �+— —� 7/8"N M. 7/8'NOM. I•+— —�I 7V NOM. �+-- 5/16"H/H SG— 5/16"H/H SG 5/16"H/H SG 7/16"AIA SG----- --- 7/16"AIA SG --...-.._-.- 7/16"AIR SPACE 1 3/8"AIR SPACE 3/8"AIR SPACE-- 5116"AIR SPACE 5/16'AIR SPACE 1I GLASS \� 3/1<jge a 3/1I. ��E RS R- 1/8" GLASS 1/�T GIASq R III 7&70 •� �•-•' 7&7D - 78.70 78.79 �--'EXTER( GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -� 7/8" M. 7/B•NOM. �••� 7/16"NA SG---- I 7/16"A!A SG-- 1n•NOM. GLASS TYPES 0 THROUGH 1/4"AIR SPACE— 114"AIR SPACE 76.79 BnE 7YP.OLASS '10 MAY WT BE USED 3116"A GLASS--\ 3/16"T GLASS WITH J-CHANNEL OR 74 INTEGRAL FIN FRAME8 EXTERIOR �]EXTERIOR N. 31 ' GLASS TYPES 5.7.9.11.13 79-79 — 9.70LILA d 15 MAY NOT BE USED IN EXTERIOR 76 THE HVHZ ABOVE 30'' PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 aseomptyingwith 0mFIoddn 0211- WSW: FapirnfiooDnte � NO CHANGES THIS SHEET. I+r a"�'r'•OCENSF':��!_ Mtmn PmdraC • •, * NQ.5587 •" G —NG N--.I 'A'oANNEALED � � Mwlpllon: . 8rorn TYR GLAZING DETAIL •H•�HEAT STREN43THFNED =� C( •� IMUCHNOLOGYDRiVE GLAZING DETAILS J ROSOWSKI T e TEMPERED [V�� N.VENICE.FL 34276 "PVB"a.090"TROSIFOL®PVB BY KURARAY AMERICA.INC. � --•�T ED P �/� (p{1){8p.lgpp 1711e: - Dole: 180'a.090•SENTRYGLASSINTERLAVERBYKURARAYAMERICA INC. : C�''•70RIOP.• G��'�� Krczo,7 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1.SHEET 2. J`��7�i/rJtVAL`���a���` N p Ser/ee/Afodef: ScaN: ShMf: OmrfnD Na Rev: A.CONN MILI:ER,P.E. CERT.OF DH-5560 NTS 50 F 14 MD-DH5560-01 B - P.Ek69708 SILICONE TABLE 4; TABLE 6: ole"Types: Design Prmuro,Ibs& ae«Type.: Design Pmesure,lbs e STRUCTURAL0,8,7ae Ns,rag POLYISOBUTYLENE "7/4`NOM. +50.01-60.0 +65.01-70.0 WITH DESICCANT Relnlommen' RelMorwmenl ss— Is rs KODISPACE Level:R1 For al*Wm&sash sizes per Tabb8 Level:R2 Fa all wlndow6ewheleeeper Table 9 rxr.GLAKOTPS SE BLE B.SHEETfIFOR SEE TABLE 9,SHEET 9 FOR 4SGANCHOR GROUP AND QUANTITY, ANCHOR GROUP AND QUANTITY. INT.GLASS --HOTBUTYL STRUCTURAL HEADER HEADER SILICONE y16'NOM. O FOAM C3 C3 WITH DESICCANT SUPER snsil TOP i1 EXT.GLASS , n SPACERIwNXT'm HEIGHT HEIGHT MEETING RAIL MEETING RAIL NOTES: 24 O Ll 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH IMT.GLASS — Q THE FRAME OR INTEGRAL FIN. FRAME RUCK. ALUMINUM JAMB JAMB D SASH HEIGHT IS AS PER THE REINFORCEMENT 23 24 23 26 I FIGURE. EIS8Al9g BOTTOM Cgti BOTTOM 5/16'NOM— _23 SASH 23 �'f HEIGHT SASH Up�0 THE NEXT AVAILABLE R SIZES NOT SHOWN.ROUND BUM✓} HEIGHT \_ WIDTH OR HEIGHT DIMENSION DESICCANT 23 C� SHOWN ON THE TABLE. FOAM DURASEALO - EXT.GLASS rg SPACER - SILL SILL Ram V —INT.GLASS POLYISO. DESICCANT FILL AREA BUTYLENE —5116"NOM. SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH SEAL SILICONE SEAL LEVEL R1 REINFORCEMENT&GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT&GLASS TYPES5-8 ROLL-FORMED (RE(NFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES STAINLESS STBE iu ABOVE APPLY TO ALL FRAME TYPES a ABOVE APPLY TO ALL FRAME TYPES B OXL EDGE CONFIGURATIONS) CONFIGURATIONS) PRODUCT REVISED o,complying with Ibe Fkei& EXT.GLASS SPACER Bann wd D ,, Rerlekn: Baplrot4 Dae em LYN,y�/ NO CHANGES THIS SHEET. By INT:GLASS �•.•'�10ENSF.,lGp; Nu WA Part# Description Material '*. No.58705 *= Er, 78 Kommeling 48G 7PS pacer System his / ` z 1070TEc1010LOGYDRNE SPACERS&DESIGN PRESSURE TABLES J ROSOWSKI 77 Quenex Super Spacer nXr with Hot Melt Butyl Sh�e6t =0'. `'dAre o ;1 (Hw1>4eo-1s0c rRWDow �� . 78 Quanex Duraseal Spacer '.,�5;'•"?oRIPPI '�2�� DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 79 Cardinal XL Edge Spoor Materiels 9, 1. ANG%,- sak A"b Saor txonrw nn rive � 17,8 9 A.'14MMNL ,P.e DH-5660 NTS 6 OF 1Q MD-DH6560-01 B P.E.e 68x06 CERT.OF RUTH.029M TABLE B' T L 7• _ 3...77•,., 11101.0 awn �0m a..h7... Ildmenn nPrealm(RI.IR2) h1.I191I DWAPOMtlry.m Plam96atpnPleasure Obw) 111ewmm pnlr 106W.14 -1. tDmcnpbDelyw„ ca ft., 210...9 nAp0W1100. 11211.070 1.4Io1b.•w P0100W II.. 1120..607 mm INytel..0 WWI. "00ta1'A.11 1 24 r 32 1 35 40 N 1 SLI26 N 11 11.26 •m0 I•11 o 1 .110.01'•Tejo l.tQ9,o N 1126 •70.0 mm2 670A•1110 • •110.0• -lino *Tejo-.1100 .10.0•It010•70.0•if 0 *Ma 400.0 euna.ncam" 10.90.1.616 .70.01-110.0 •70.0•+07.0-MO 404-0 iW d0oa•0• 10217-16.616 #'Me.11 D •70.0•110A .70.0•11. 170.0•110. 170•11&0 ♦70.0 41+0-0 4Mo•1DTA 470.0 404A HEADER 20 gW1w• It617.110.10 .710•110.0 +rao•110.0 +710-110D to 74 Italy-13.516 •70.0•1100 •76.0•$lob 4100•1110+700.110A •710•1160 .m•110.0 •70.0•1100 •10.0•1110 114.*SftWn 11260.11.016 +70.0-110.0 •700 410.0•0A 4101 stow P.•_ f1.ge0.11.510 •TDA-110.0 •70.0-110.0 +MO•t10A-me-110-0 .710-1100 •70.0•110-0-72•112 .Ma_1102 Q 41Nt 29617.24601 *MV 416A +70.0-1o.a 114-70910 Tent 21011.2+.601 +M.O-1100 7D9.1,010 +70.0 410.0 +109•IW.0 .710•1aa •Tao•110.0 •70.0•110.0 •Mo•100.0 25 B..umO3up• _20-0.22.015 .709•110.0+mo•11110 .7oA-link 6ur230C~ A6n•23A70 .roA•1100 .10.0•nao +M.0.1101•70.0 4100 *102 4100 110.0=- 0D*M.o•110-0 .70.0 mo 67-015 1b IaA10.2D.51 •OA•110.0.10.0.•110-0 -T00•110.0 37.976 Eq.lal. 1 Ot6.20610 me•1100 .70, •IOA .100•110.0.70.0•110.0+ 0•1100♦MO-110.0+70.0•110.0 .70.0-110.0 TOP IsUWP.6. 16,51-%W •rao•1100 .70.0•110.0 •70.0•11.0..0 96116 11.60-10.010 +70.0.110 • o ala •70.0•v .Mo-0.0.0*Mo•t1a .rao.110.0 •70,0-1 mo 71010.1106 SASH Gr4d"I 11265.11.51 .rao.110.0.70.0 atm•70.0-110.0 9111121 1116.11 m •M.o•nno .70.0•110.0 #70.0 410.0.rao m&0 .Tao•1100 4710 410.0 .rao•ITao .rao-ima HEIGHT Tww 200.11•m ail •70.0•11.0 *M..0•two .70.0.10..0 ••.I 29611.31.516 •rao•Imo •Too 4+10 • 4160.a 410.0 *M •ftao.rm•1100. .Tao- 0 • 0 40.11 MEETING RAIL -wWna3o 21011.10.916 .10.0•10.0 .110•11.0 .700-110-0 470.010911 1611.6,5u •Tao•nm .7010•nao .70.0-++0.0 .710 41+0.0. 1100 .roA-nm.710-nno .70.0•non 5 Ow3w 2aen-gable .rao•110.0.70.0•1 A.rao•1101 a comp z211.210+6 .Tao.110.0 .roA•n0. •M. •++o. + 2-Imo .MA.nao .710•110-0 .Tao-nao .TOA 410-0 C5 44 swi -Ra-11-nit-6 .740=110•Mo•110.0+1010•11.0. 44 EA.Ia• Me 7.22 10 .700.110.0 070.0 410.0 +70.0•112.rao 410+0 410+0•1140 610.0 410.0 .Tao-nao .70.0•110.0 41 1 Pa31.. Ia018.20a16 4100 410.0.me•1114+7ok•1110 eawm m W 1 016• .10_.W5 2+ .70.0•110 + o•11&0+rao•11a.0 .MO•11&0+710 41.0 770.0•11D0 *110 410,11, C.Itlo0a6 I1.60-11015 *70.0-110.0 470.0•110.0 •710-it" Eu30inea• 11A11•I&DIS .me-I10A •710 4104 .70.0-710.0•Me-00A 40010•110A •/010•11Q0 IMA-1150 670.0-1102 9Md•.t 11 •161 ♦ 0•1150 *mo-1110 • 1•1110 BMW 1116.11AIB +M.O•110.0 4100•1 OA +M0•112♦rao-1 tov 10 -Imo •100•110.0.100-110.0 4M.0-I We Tww n-W.141 .100-ICDA •MA.I+m+Tao.110. 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E�7flflflflflflflIIflD000IIflflIIQDIIDflflQDQDflDDDDDIIflIIflIIQQIIQQDflflDflaflfl©-.; DDDflflDflflDDDDflflflflflDflflflDflflDDDIIflflQQDflDQDflIIflDDDDDflDDDddaO" :G7DCDanDflflflCflflflDflOflflflDCCdDQflDfladdflflflCd00000dDddCCCdCCC ���3aoaaoDoaaoDDaoOaooaDaaaaaDaaoaDoaoaa0aaoaDDaoaoaaaafl " OflflflflQIIIIflflDflDIIDDIIDQIIflIIIIDDDQQflIIflQDDDDDflflflfldClflDDaDDIIDDG • ��aaaD�DDDaQflQaflflflflaDDdaQaQflfladdDDDaddDDDDDDdaaQCdDaC• � DDdD DdCDDDDODDDDDDDDDDDDaadDDDDDDDDnDDDDaaDDDdDDdG. .. fl©flQQIIflflflflflaflflflflflflflflflflflflflCaflflflQaQaDaflflflIIcaClaflIIflfladaD . �DDaaaDIIaflDflflDDDflIIDDaDdaflDflaflaGIIDDDcadaGCdacaaDCGaflDC - •+--- 3.600' _.....__.. 3.50{�0` ._.....---' -...._____.� 3.600' - -' ----... 3.600' -.-- 3.4&3" --._.---�I ----- 3.483• -�{�•+-� .083' - _ II .083' I - •�- .083' r -���"'- .003' -4- .082" T -SII-_. .OBZ' 1(LL - -A a 444 2. 2.444 1.483" _ 1.483' ! JJJ � 1.483' 1.483' .626° J-C .620' .626' 1r NNEL .628• FRAMEHEAD 'j-' O HEADFLAN FRAME 1.376 O HEAD FRAMEFIN �.J NEAD EQUAL LEO FRAME •�_- 1.376 FRAMJ-GHAE SILL O /; FLANGE r 1 l \:�FRAME SILL -- 3.483" ---►! ---- 3.483' 3.600' 3.600' ^_.Y- __.----_-.,. 3.800" Fl �3.600'.082• 6 062' - 082' - .062° 082° �ka L 2.444" L+ 2.444' 41.376- 8 1A83' !^ - 1.493' 1A83' I1.483• 4� � � o O(�1.376' / 1 FIN FRAME EQUALLEO Aw 8'\J•CHANNL 626' 10 FLANGE FRAME 1 FIN FRAME 12 EQUAL LEO FRAME SILL FRAME SILL 1.376' Cl FRAME JAMB O JAMB JAMB JAMB 1 � i I+ 1.041' I 1.215" -yy 1.376' 2.178' ---► L 1 2.100' !-� 1.472' �- ,.SBS• .066' 1.376' ,.376' _-J Z---- � �If.•L �. $AS RAIL 11 .874• 5a0• - S �'A", I 1 j �901 .035• �� q } �1 .3ss• �.Or� .050' •070° ---77-- ..050° H 6-1111 LIFT RAIL LIFT 1.000• t-- .060' .J } BEVELED ED 15 KEEPER RAIL 16 SASH RAIL 17 COVER O ERCE 19 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 1 22 INTERLOCKB COVER Imo- 1.840" - 316' .176" � FRODUCT REVISED 764" 1.628• ns winptying with the Flarke -� _-�� 060• n Taw 17-04-30-1c)I IG .036• n Dece 2aZ0 _ `111 1111 ReWtlen: 72 BEADING 80 EXTRUDED SCREEN FRAME 14 TOP SASH PULL ��` ��N CENS���C'���y NO CHANGES THIS SHEET. M Mo 1.185• .{ 1.105° 1:100• I+� _L _ No.58wn 705 I� I J BID` 71b' _ _ 716, ,716" j(, *- 1o7aTEarHOLoovDwa WINDOW EXTRUSIONS J ROSOWSKI � • G/A N.VENICE.FL 34278 00 090• GOO, J �r 080• •- Si �4� (941)JISN11 oo _ 1 ' �p�qo DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 �3�LIGHT BASH REINFORCEMENT O REINFORCEMENT STANDARD BASH HD SASH '��s/0MAL�Npip SWM~f SSM � Oronlo9 Rev., b!ty III k•P.E. DH-5560 NTS 12 OF 14 MD-DH5560-01 B PEA68-0 CERT.OF AUTN.N$9299 f T LE 12: BIII of Materiel ie 0 Pert# Deecrlplion Material1 620113 { ''•• Frame Head-JI-Channeli 114 Frame Head-Fie PVC 820116 Frame Head-Fin PVC I i 1070 TECHNOLOGY DRIVE 4 620118 fame Head-Equal Le ox PVC N.VENICE,FL 34275 6 620105 Frame Sill-J•Ctwnnel PVC 0 �; O (041}4e0.1600 8 820108 Frame BIII-Flange PVC 7 620107 Frame S II•Fin mPpvv"ccc va w TGRIM wc. # nuwarras¢nveo I \\� CERT.OFAUTH.920296 8 820108 .Frame Slll-Equal LegfBar � 9 620100 Frame Jamb- I 1 820110 Frame Jamb-FI e211 111 FIED Jamb-Fin 12 820112 Frame JaRri1uaiL Box ;14 0 71 Top Sas PUII(opL) 88 ! '`� MITERED FRAME WITH 15 820140 Keeper Rall PVC --INTERIOR EXTERIOR 16 820120 Saeh I(Sides,Top&Bottom) PVC 87 /� FRAME WELOS 1 820134 Balance Cover - ------PVC-- - - -—O - - - - 18 33 ere Stoysomw Cover PVC 40 oR 42 43 19 6201 UR Ralf Irltedook 8005 T5 Al I' 20 620144 UR RBO Interlock cover PVC \ 21 620157 Beveled Interlock 6065 T5 Al 61 I 30 WA FOR+601-50 OP UNITS 22-_762045 Beveled IntOook Cover PVc44 ` `�•. 23 6201 Sash Re ntoicement 8083 TS AI 24 820161 Standard Sash ReintOrcement 6083 TO Al 18 26 8 1 2 D Sash Relnt icemord 6063 Al SPIRAL BALANCE 42 43-- 30 57644 Weotha'etdp,.1 7"x.2 0• n Pile OR 31 62300 Weatheretrip,.190"x',3W Foam Bulb I CONSTANT FORCE 3z . 61719 weatnemtrip,.187'x,220"Poly Ile BALANCE 40 33 61825 W ere/ PI ,.220'Finseal 40 OR 42 43 (g� 351 78XIMTTT #8 x 11 Pit PH SDS(Interlock Mounting Sc" S (4D1 39 U 720210 eep Hoe Cotler PVc 72 ' 39 0185 It o *Moment Clip PVC`: j I "r .J 40 na 720 tODtForce Bala9 e0 41 PAX #8 x V •FHS S(Con.Force Balance SomW SS uplial aga—me 43 720205 Spiral Bntanoe Shoe Nylon 44 78X114FP #8 x 1-114'Ph.FH SMS(SPIMI Baa ee screw)__ ss SCREEN �p GTEs ASSEMBLY (3 �" 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. . DETAILS 2)J•CHANNEL FRAME SHOWN.PARTS#1,5 6 e,OTHER FRAME TYPES APPLY. N�E 3)PVC BY ENEROI WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMl1 EXTRUDER CODE. FF2f1 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68 7. ASSEMBLY O 6)ITEMS p 13,26.28,34,36,37.65-71,73 A 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. DETAILS EXTERIOR ATTACHES TO I l l r r `"PIVOT BAR.M 60 Rw4bn `vw.ptJY LYNN i� �� ®' '�•. NEXTSHEET NO CHANGES THIS SHEET. No.68706 *', * 9RODIICTREVISI'JJ rrr rn ns 110104yiee with rive Ftnd& _ BILL MATERIAL A(BOM) J ROSOWSKI ' °�� aper .�� ^" �/� Gx irat on Dae �2 DOUBLE HUNG WINDOW INSTALLATION-LM 05/16/15 '�SSipN1�A1I., BppM: W. ALYNNIA�ILL�R P.E. DH-6580 NTS 13 OF 14 MD-DH5580-01 B PE1t5e705 TABLE 12 CONT.: 81 OPT.PULL Bill of Material,cont .p 63 HANDLE # Part# Deeod tion atatlal \ 82 o em ee i 4S 7zotl>e&e Sweep Loc Cast brIc C6>. = to _4 47 720195&6 Auto Lock Cover ASsernbly Cast zinc II�� 1670 TecHNOLOSY DRIVE . 48 76X1180PTX#6 x 1-118°Ph.FH SDS(A o/Sweep Lock Screw) 93 N.VENICE,FL 30276 49 72020D Auto and Sweep Look Keeper Cast 21ne t941}aso•18o0 50 76)04PPTX #6 x3/4'PH.PH SDS K Screw SS 72 X4 coPYNGHToaly PUT MUS ME mc. 61 20181 LIR Beveled Tlll Laleh Comer Key 'PVC MITERED FRAME WITH ALL FOGA"RESERAU ATTACHES —INTERIOR AND EXTERIOR CHES 93 . C C K PVC RT. FAU 2 420182 VR ull Rall Tf Lath omer / FRAME WELDS cE O TH.N292e8 TO BALANCE ,/° � -.✓ D 63 634PHFL x 4'Ph,FH SDS(Pint Bar 3 tiff Letc Sc SS �, aCCaM1CCC /// 420183 111t Laloh PVC ---420-18-4—Tift latah Retainer PVC 56 720207 Tilt Latch Spring SS 80 " 57 420188 Piest o Tiff Latch FI � Finger Pull PVC 69 4B OPT.SWEEP LOCK ff l ` 18 OPT.AUTO LOCK 58 7 182 Meta TI Latch Finger Pull Cast Zino � ` •,� 46• 59 4201 PIM Bar Comer Key(rop&Bottom Sash) PVC 63 1 47 60 720206 PIM Bottom Sas ) S$ 5t,!' 87 OR 58 81 710117102 Top Seen 71H Latch(LAR) PVC 46 OR 62 82 78X12FP is x tf h D (Top Sash Tilt Latah Screw) SS 61 63 720191 Sash Pull Handle(opt.) Cast 23no 16 �� ! 46 84 78X74FPT Wgx 3/4'Ph.FH SDS(Pull to Screw SS I 1 72 720135 Leml.I.G.Bead PVC 22i 74 Back ng,GE 7700 or Dow 701S licane TOP SASH 76 71884&5 Seltin Block 18`x 2 x 1/B',85+/-6 duro. EPOM ASSEMBLY 8o 81012 Extruded Screen Frame Alum DETAILS EXT^RIOR 81 60776 Extruded Semen Spreader Bar Alum ATTACHES 82 GLB21 3oreen Comer Ke for Extruded Frame P Off'LIFTRAITO BALANCE j 21 83 72045 Extruded Screen Spreader Bar C41P Alum BEVELED O INTERLOCK Ka 85 ,7CASPM Tension Spring SS COVER I INTERLOCK 86 61618048 Sareen Cloth Fiberglass \ 20 i ® &COVER 18 j 67 81835161824 .140"Screen S line aoNne/Hend Rolled) Vinyl I ems' \ I 72 '\ ATTACHES 63 19 TO BALANCE''. 1; 60 64 69 18 ,•''�.;` � OPT.PULL \ 63 -'` HANDLE aevtNan ��`�ANY 03 N LYN � �. NO CHANGES THIS SHEET. ; 1�cENSF M�l� 18 j *..' N0.68705 't���*r 7+ttOWC1'R14VIaGD j M = ' nscomptyigf)wbA1)eFi0ri0o BOTTOM SASH BIOF MATERIAL B(BOM) J ROSOWSKI =p`.� 22 ! ., ))Uudft 006 ASSEMBLY j tiw %�O' F(aTE. :�, t>.+e 2D7b DETAILS DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 �. s °91DP' G�?� jaSW"IAWd r score, Wmdrp,Ab. Rw: �sjOMAt- 0b14yn1 .ATTACHES 1 A.LYfflS IA1tl�d,1P.E. TO BALANCE DH-5560 NTS 14 OF 14 MD-DH5560-01 B P.Ea68793 r SCIS Home t Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications { FBC Staff BCIS Site Map Links Search i dbaizu Product Approval a USER:Public User Product Approval Menu>Product or Application Search>Application List - Search Criteria Refine Search Code Version 2014 FL# 20468.7 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tyne Manufacturer Validated By Status FL20468 New Therma-Tru Corporation Ryan J. King, Approved FL#:FL20468.7 ' P.E. Model:g.Therma-Tru Fiber-Classic and Smooth-Star (813)767- Description.Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single 6555 Door(Inswing/Outswing;X configuration) Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies •Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. - Product Approval Accepts: Credit Card Safe \\I111111f))) 0. THERMANTRU" . �.. DOORS R Fiber-Classic. & Smooth-Stara ''•� •••' •• r$§" t COMPOSITE EDGE F37,7S'MA10A, . v a GLAZED FIBERGLASS SINGLE DOOR tTtAMEwioTH � INSWING/OUTSWING "IMPACT' � I,- 0 GENERAL NOTES N2 2 1. This product has been evaluated and Is In compliance with the Sih Edition(2014(Florida d p o Bu9ding Code(FBCi structural requirements excluding the'Nigh Velocity Hurricane Zone" O •O (HVHZ). 1 X ® a 2. Product anchors sholl ba os listed and spaced as shown on detain.Anchor embedment o to base material shall be beyond wall dressing or stucco. co 3. When used in areas requiing wind home debris protection,chis product complies with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This .9 product meets misfile level If and includes wind Zone 4 as defined in ASTM E 1996 and ta Section 1609.1.2,2 of the FBC. Y k 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck mosonry construction, z 5. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. v' 6. Fiber-Clossic 8 Smooth-Star Dow and Sidefite panels requke the use of"J'part numbers. These door and sidelte panels must be stained or pointed within sic months of installation. TABLE OF COMM DESIGN PRESSURE(PSO DESIGN PRESSURE(PSO ? SHEEN DESCRIPTION CONFIGURATION LOCK INSWING OUTSWING I Typical Elevations,Design Pressures Rneros 2 DowalElelaetaIls HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE Go 3 Elevations X Latch&DeadboH +47,0 -53.0 +50.0 -50.0 4 tiodmntW&Vertical Cross Sections(2X Buck) z �+ S Ho#zontoJ&VedIca1Cross4echons A JUCPX Mullipoint +50.0 -50.0 +50.0 -50.0 onrC:08102116 O 6on s Sec ons(Directo Malo scAue N.T.S. 9 T erHc rott Sections 1 See Sheet 9 for Hardware SpeclpcaN onss E B ua ome c 0",BY: JK m r 9- ardwore Detalf Cwc.By, LFS 3 � Components BORAN'Y�0 NO.: d FI.^20460.7 m 12 BTI of Materials a sxat-L ofa , \\tlllllll/// OX --�I 1.198, G1 EXtERIOR 9��{ �0� ``�� � • Nui:�^; yi�;�:}1 ..Y,.'•;;•• If - 999 66 �..,. CAP COMPOSITE INTERIOR COMPOSITE LOCK BLOCK STILE irrrr' /II�j111 CAP HINGESIILE 112.r LONG LVL) (ENGINEERED WOOD) b z (ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION \ 0.40N'— 1.198, G1 .EXTERIOR 1 S1.198, 0.406' TOP RAIL \ 4$ Q (COMPOSITE/ENGINEERED WOOD) a COMPOSITE r CAP INTERIOR 4 COMPOSITE HINGESTILE LOJ::• ;:il.F 50 CK BLOCK STILE � `^'•`•�' �x•.;•-;;,�. (Y$ J CAP (ENGINEERED WOOD) (12.5°LONG WOOD) (ENGINEERED WOOD) c ; ::•:::;.: 2 HORIZONTAL CROSS SECAON > S, •• FOAM CORE 2 is "` (POLYURETHANE- ;._.`,. •{r '•'',`;> ' 1.9 PCF MIN.) �to 36.0'MAX.DOOR 35.813°MAX.DOOR 35.813"MAX,DOOR $ PANEL WIDTH PANEL WIDTH PANEL WIDTH a a a0. 2 2 2 A INTERIOR EXIERIOR INTERIOR EXTERIOR IR � T 2 2 . 2 . Gl G1 z o oc y; FIBERGLASS SKIN ti S`.'fV', (0.073"7HK.) '},'..; c+ 3 BOTTOM T+-1.71"�I (COMP) z uu 3 VERACAL CROSS SECTION 4 DAM OEI02 16 VERTICAL CROSS SECTION SME' N.T.S. 9 2 2 D".ai: JK m e clot.DY.. LF5 3 ODOR►ANL DOOR PANEL DOOR PANEL F1-20488.7 0 5 BooK 41 Hy�ld Door 42 Ul Doar srxc, 2 -_L2 i3 N ♦.�` '�. 4 5 6 6 ',''ffifll 111Pi 11 1,`,,`♦ a Z� 4 �J 6 6 X NAQO),'yARETA8t8, 4 5 6 6 Q MANUFACTURERNlODEI � z i o KNOB: ., F5I a SCHLAGE DEADBOLT: B60 SEE HARDWARE CHART KNOB: SIGNATURESERM KWIKSET DEADSOLT: SIGNATURE SINES(480) + o KOPPE MULTIPOINT:MPDGART S (TMERMA-TRU) (3 pt.Manual Tongue) a a • r m_ 7 7 5 z o 1 01 ` , 0 d z m Oe51.1 2 i 6 i sa .T.S. e oxJK mm Fiber-Closslc/Smooth-Star boor Panel OptionsLFS ; Panel tions shown are for Mustratlon and are re N0 N0' op presentative only � (Similar glazed panel configurations are agowed) FL-20468.7 a SNQT 0r N • 9 • \111111l1/1t/ yy �� r a .e r+y►' J' : W r. ••........ ... � 1 IIIIN � E ZZ ao as az � DMKIR INTERIOR m m (1RIPCAL CROs SECTION � oufswtn lswnoInsK+i similar E B C g t ng ) B 'd C - a -------- 0.15'C-SINK 0.15'U NK "e e x Da n b +° INTERIOR INTERIOR ; 6r a " ♦6 10 A e" u p e ° l\Yl/ til Q .J 23 T70ERIOR IXTEMOR o 0 ao a1 42 40 41 42 27 m,e os o2 ,s' Z 1-1/4"MIN. L 29 1 1-il4"MIN, &ME.So", N.T.S. ° JK 2 HORIZONTAL CROSS SECTION �3 HORIZONTAL CROSS SECTION cm en LFS 3; q ,own w uak — 4, " own w uc oruw�o,w: putswhrg shown(Inswing simiar) Oulswing shown(Inswing simior) FL-20468.7 m e sass,,�,,rK 12 C° �gtnwq�� E A ������n•1 Tm t,`, ��- 'zj' ° IX Buck to be secured toro z6 masonry by others C g z s �o 40 41 42 6 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION ` 5 Shownw/1Xsub• uCk �� � � Outswfng shown pnswfng sirnum m E A E cgT c � a o° v. q 1 1= 6 , z G o INFERIOR INTERIOR b Q LA Ilaa r u 3 ov �j vo ERIOR EXTERIOR v o XTEj 23 24 40 41 42 27 40 41 42 A z EMB. P.) 29 1 EMB ITYP.) DAM 08 02/16 � EMB.PP.) SME N.T.S. 9 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION GHX.BY: LFS 3 5 own w sub=6uc 5 own w su c DPAWM rm.: rc 30", ng shown(Inswing slmslar) shown(Inswing simUar) FL-20468.7 m 0 osHc[t_5 or 11 0 1\I11111Wot E t.s' E MAX MAX "PI '�� ♦��� $ n \\♦ J O C 1 C 1 q���iU nlf��\ fi`.'' 40 41 42 40 41 42 91 E7cfERIOR INTERIOR DaERIOR INTERIOR a VERTICAL CROSS SECTION 4 VEC L O S 6 Shown Direct to Mosorvy S hown D ct to Moson g Oulsvtngontyw/49/16 Jamb Outswfngonlyw/6-9/16"Jomb $ ?� w o � o o =e &I C 1 1 C eq C 1 1 C f G INTERIOR �? �1 40 41 42 rn p MMI INTERIOR so J N 40 41 42 N M �* EMB.I-IMM. ° M M ° e EMB. E EXTERIOR MEW 1-I/4"MIN. �1-1/4'MIN. _- _I_ a � EMB.(TYP.) EMB.(IYP.) M EMS.UYP.) DATE 08102116 i 2e N.T.S. 9 HORIZONTAL CROSS SECTION 3 RIZONTAL CROSS SKTION 6 HORIZONTAL CROSS SECTION ©_HORIZONTAL CROSS SECTION . _ JK m 6 Shown Direct to Masonry d Shown Direct to Malo 6 Shown Direct to Masonry Shown Direct to Masonry ax.sr: LFS 3 Outswing only w/4-9/ Iamb Outswing only w/4-9/1N'lamb Outswing only w/6-9/16'Jamb Outswing only w/6-9/1 6 Jamb oAAWxi NO.' FL-20468.7 Notes: .� 1.Sill Item A 17,18,3Z 34,35,36,37,38&39 are attached to jambs w/(3)48 X 2-1/7 pih screws al each end. Sip Item 11's 164 33 are attached to Jambs w/(2)48 X 2-1/2'pfh screws at each end. �} ' Sill Item#IS is attached to Jambs utilizing(4)1110 X 1-1/2"pph screws at each end. RR S' INTERIOR. EXTERIOR INTERIOR EXTERIOR T111�1 io .6 =Az0 40 41 42 g 40 41 42 9 ` 4 1 °a 32 38 39 33 34 35 36 37 SEE NOTE I E SEE NOTE 1 E P' 1 VERTICAL CROSS SECTION o 7 Inswing sill 2 VERTICAL CROSS SECTION 7 Inswing SIB EXTERIOR INTERIOR EXTERIOR INTERIOR 40 41 42 7 16 17 1840 41 42 0 10 15 SEE NOTE 1 E SEE NOTE I E u z I it P b P ° ° • P n6 P P e P6 ., s • • ^ P� n. e Z I a wte108102116 12 SMD N.T.S. 9 3 VERTICAL CROS ECTION Mo.BY; dt< m M 7 ouhwing sal 4 VERTICAL CROSS SECTION 7 PubllC Access Sill cm BY: LFS 3 o�urreo No.1 d FL-20468.7 e N • 57{Efl 7 OF� �. �11111111/l// ,,,;...... ... (3)kBx2-1/7' �/ lllll��ll 1� m d z JAMB TO i D TAIL PFH WS d a,(TYP) a —� ld G L 2X BUCK HEAD&JAMBSa x J 1X BUCK RYP.) BUCK i All DIRECMASS r 2X BUCK N MASONRY FRAME HEAD&JAMBS _7 F (TYP.) a MASONRY PYP-) 2X BUCK ANCHORING FRAME ANCHORING � o , u 2 lu ons I08/0i/I.. W" N.T.S. F NG.BY: JK m cm.By. LFS 3 ORAWNO NO.: FL-20468.7 0 p Pm or 12 a . d Illlllllmil N �``, •• q�% I•v IL 2XBUCK L 28pf 1XBUCK G SEE HINGE / ` J> u IIIt1 m DIRECT TO M 26 DETAIL(TYP.) d MASONRY r E o x g H m 2X BUCK 25 , a a4� 4 y IXBUCK SEETONGUE W (�� ffi DIRECT TO JN 27 STRIKEDETAIL 2XBUCK4--@ d "� MASONRY RYP.) LATCH DEAD 1XBUCK Kwikset � DIR[CTTOMASONRY I o �g SEE LATCH' TONGUE STRIKE DETAIL r 2XBUCK L 6DOEA BOLT SEE LATCH U 0 0 S $ IXBUCK G 8 EA LT MASON TO (� MASONRY Security Sub SWIM Plate n 2B 2X BUCK L IXBUCK G G 22 SMKEJAMB HINGEJAMR JAM DIRECT TO M 9 2XBUCK 25 latch and DeadbaU Mu n lock MASONRY z 1XBUCK G 9 Ln DIRECTTO M 27 MASONRY LA1CH i DEADBOLTDETAiL LATCH a DEADSOLT DEWL L 2X BUCKMultipoint Schlage 29 G TXBUCK 8B M DIRECTTO LATCH DEAD80LTSTRIKE DETAILS M nIRASONRYECTTO 24 .— 23MAs°NRY MULTIPOINT LOCK STRIKE DETAILS o z a OAT(:08102116 a.,. N.T.S. 9 owo.91. JK DEADBOLTSTRIKE DETAILS HINGE DETAIL LFS 3 9 (Security Deadbolt Strike Plate aK.Bt M WWW No- FL-20468.7 0 bsear 9s ov 12. 1111111111// EXTERIOR `` d yy N .`. T CELLULAR I IT GLASS BTIE ��; 1 �+ GLAZING TAPE i1y f+ 1"THK.GLASS iii �'.•, `Q a 9 1/8"TEMPERED GLASS �/�� •••• 1111` �/— 1/2'AIR SPACE X11 11111 o 513T ANNEALED GLASS DOW 995 0.090"PVB INTERLAYER INTERNAL GRID(GBG) WROUGHT IRON INSERT ► ` a OR )SAFLEX OR KURARAY BLITACITE) V LL SIKH 552 s 1/8"ANNEALED GLASS p,,) #10X1.1/TPPHSMS 3Ab' INTERIOR SWIGGLE GLAZING SPACER 61 GLUING DEFAII Aiumhwm Impact Ule Frame I J � DoorPanek6S(deltas DECO VE INSERT PRIVACY INSERT u� 20.88"D.L.O. �+ WIDTH 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS a d E O.� IR � N In 1.53" z o o � o NI0X 1-1/2'PPHSMS 1 _ a o m ALU 'NUM FAAMB � )--4 .- I z as 3A Alumkwm hnpacl UtUte kaare P' (h —08/02/16 2 DoorPE 6Sklemes C S' sem: N.T.S. 0 ALUMINUM LRE FRAME M W. JK m' F cm by. LFS 3 ORONO NO.: � FL-20468.7 sir 10 or tt 2' °ro tl \\1111111/!f! LN N : � 7.59" 7.S �:_ h � --i��� '''•`,�*`��.�of q �`-2.36"---I R`°g C. "P INSN7NG THR"'0 32 1 ng Composite Adjustable SM 7-1/7 37 =¢Bosk Rod RIR Sal 1 ooa e Z Insw! Basic j 4S6" 4.56" 6.83" LL y 33 UNaSH(Wrsp eGok Fo HOW SRI 38 imSwlWng c mmp .dOstable sin 16 OC NB p RESBow r z J O 5.7S'- 11 , U 5.7T 4.56" t— v a � INSWING iNRESN0ID R Usswing Moderate Comate SIT 1.3/8' *INSWING THRESHOLD m 5N "' inswing Bosic Composite Adjustabla S0 17 OUISWING THRESN0ID Composite/Aluminum Sil k 5.75' 6.0" 4 5.75' Lno � INSWINGTHRESHOID >s IrinMng Moderote COmafe SIB ' 18 OUTSINING THRESHOID m _ UeUC ACCESS INRES 101!1 Composite/Aluminum SM 7 5.75' 15 (Ihonnal Break) o z U0 —08102116 stAm: �� N.T.S. Mo.Im. JK m INSWING THRESH 1.79 -1.97 �--2,06"—�I I 36 Imwtng Basic Fb ed S 3/4" ur Sit /� o a .art LFS a o SWEEP SWEEP � 5 P DRAW4 No- o R-20468.7 0 dpKEET-LL of 72 • LLpunlly� BILL OF MATERIALS BILL OF MATERIALSO ITEM 0 DES.C6IPQON MATERIAL OEME DESCRIPTION MAiML z � �i NN A 1 X BUCKS 0.4 WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL n B 2X BUCK SG 0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL ��•''••.., . •'r �4�� °I n D 114'X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ��iq�t �� ~> 11111 E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL t m' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL \ ' � G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 294"X 4"HINGE STEEL V LICEa J 114'X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM( ALUM/COMP d ' L #10 X 2-1/7'PFH WOOD SCREW(1.1 S'MIN.EMBEDMENT) STEEL 31• MULTIPOINT STRIKE PLATE(TONGUE SYSTEM ALUM/COMP M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD• ALUM/COMP p� N 3116'X 2-3/4'ITW CONCRETE SCREW STEEL 33. INSWING THRESHOLD ALUM/COMP ' a 1 JAMB FINGER JOINT PINE WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP MEDIUM REACH FOAM 35 INSWING THRESHOLD . ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �$ 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP w 10 SWEEP USE W/PUBLIC ACCESS THRESHOLD VINYL 39 INSWING THRESHOLD ALUM/COMP 3 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - � 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(UI) 'I o 18 OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4"PFH WOOD SCREW STEEL n 23 #10 x 3/4"PFH WOOD SCREW STEEL m 24 #10x 1"PFH WOOD SCREW STEEL q k CONCRETE ANCHOR NOTES; o 1.Concrete anchor locations at the comers may be adjusted to malntoln the min. N edge distance to mortorJoWs. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintaln the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 3 Concrete anchor table MIN C4FA.9ANCE MIN;CLEARANCE ANCHOR ANCHOk MIN TO MASONRY TO AplACENf' w iYPE. SIZE• EMBEUMEMI ITW.: o � TAPCON® 1/4" 1.1/4" 7 0 0 ELCO z ULTRACON 114- —08102116 3 ITYY m 3/16" 1-1/4" AS SHOWN 1.1/7' sure N.T.S. 9 TAPCO MO.cr. X W INSTALLAm ~ 'WOOD SCREW NOTES; �•M LFS 1.Molntaln a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of DRAwa wo.:. M E wood screws to prevent the splitting of wood. FL-20468.714 m 0 oseEa�rx� 9 Miami-Dade County Building Product Information for N:O.A. 17-0420.06 NOA 17-0420.06 _LbrarylproductcontroUnoa/97042006.pdf) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Doors Subcategory Sliding Material Vinyl-PVC Applicant PGT Industries, Inc. (pc-result detail aw.asp?app alias=109544) Expiration—Date April/14/2021 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 100 Maximum_Design_Pressure_Negative 100 Description Series"5570/2770 Vinyl'White Rigid PVCI Sliding Glass Door w/Reinforcements- LM Green Sustainable Attributes NONE For a detailed description on the File Status,click the NOA File Status Key (!building/pc-result key apo asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIA''M ML4Mi-RADE COWTY •! PRODUCT CONTROL SECTION 11805 SW 26 Sftmt�Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.Qov/economy PGT Industries,Inc. 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 (AHn• 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 AHI(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 AHI 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 ofthe 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-5570/2770"Vinyl Sliding Glass Door(Reinforced)-L M.L APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass DoorNOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17,signed and sealed by A.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 Mssile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufaeturees name or logo,city,state and series and following statement "Miami-Dade County Product Control Approved",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. TERMIKATION 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. ADVERTISE: 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 NOA#15-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge A Plasencia,P.E. ! NOA No.17-0420.06 MMrpaacr=c3ou ✓ i 1' 1? Expiration Date: Apr"!14,2021 d Approval Date: September 28,2017 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-©107.04) 2. Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door.NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05115,with revision A dated 44/05117,signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717,dated 12/07/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02124/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8546, dated.11/06115,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 - j 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No:FTL 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,R.E.(Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 203794 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8548,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) orge K Plasencia,P.E. Prod et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Largs Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 f)Forced Entry Test,per FBC,TAS 202-94 along with marked-upArawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8549,dated 11/06/15,signed and sealed by j Idalmis Ortega;P.E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report.revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638(samples A-1 thru A-22),dated 11/19/10,signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air.Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass'door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6337(samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A.Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16,signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210.01) !- ---- orge M.Plasehda,P.E. Prod ct Control Unit Supervisor NOA No. 17-0420M Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries.Inc. Nona OF ACCEPTANCE: EVIDENCE SUBraTTED C. CALCULATIONS(cont) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE L . Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERML CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors",dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 4: Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc. for their`TAN 3040 and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitter!under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc.for their"SentryGlas-@ (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc.for their"TrosifolO Ultraclear,Clear and Color PVB Interlayers", expiring on 07/48/19. Jorge M.Plasencia,P.E. P oduct Control unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition(2014)and FBC-60 Edition(2017), issued by manufacturer,dated 08/14117,signed&sealed by Lynn Miller,P.B. 2. Statement letter of no financial interest,dated 04/18/17,issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387,dated 05/05/17,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.",approved on 03/03/16 and expiring on 0411.4/21. Jorge M.Piasencia,P.E. Pr educt Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E4 SERIES 6570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING _— Min.Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS&900/1350 CORNERS °"" Anchor sbh.uero Franco Momher Dlet.n°. pmbedm•nl MISSILE IMPACT RESISTANCE .-••---.--• ..Soul om Pine • t GENERAL NOTES: 60.0.66 "��7.0�'---erre' 1 e DESIGN PRESSURE RATING unt.6 116• oddlsl mb tile" 118' 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. ate,etael6MS S or •1P8.min IMoknoe. p4woh 3 f8' F. SEE'I ARLES 1,2&Bi,B2 2)DESIGN PRESSURES: ata S.S.BMs su.t sa• HceNSIN.Ymh r ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A (mk 11 Ihre°dr/6,) 080 min.tbkkno•a P-hoo _ 18' 0.060, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El 300. s1•.1 stud,Aesa R.s R:• 9111,pmb—9F_— 0.071�I Oo. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .07r min.lhlckrwoe P•hock .011'14 G.. 3 ANCHORAGE:THE 33-i/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, tfa'ergo ullraoon Banc m Pmo am 1' t o so'o.ss •two t e INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTI TER DISSIMILAR MATERIALS v4•�co,to S.S.cnleno. P.T.Soul m 110 df6llvJamb 1 t s• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). so•0.65 -hook 1• ale 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 0 $t2,ete•I1wa4.omv(GS) p.T.S°dem m e■dd/6 of mb el1B_ + � 6)INSTALLATION SCREWS&FRAME SPLICES TO 8E SEALED WITH NARROW JOINT SEALANT, concrete P•hoo + I- 6• 6)REFERENCES(NOA-8);ELCO ULTRACON,CRE I EFLEX&AGGREGATOR ANCHOR NOBS, ENERGI FENESTRATION R4'Elco ullnwon ^• Hand/Sill/Jambore— SOLUTIONS et- e SOLUTIONS USA,INC.ORVISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES npromae 1• 1-114 (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM cao Pfioo1 ' —v REFERENCES(TEST REPORTS):FTL-8337,6338,8848-8849,8662&8717;EXOVA-10-002.702(A)&10-000.10231; °Ut + n6 c•eo P +aw• ala• CAMBRIDGE 536763.09` +f4 Eko 4tos.s.cmtoFlcr conont• H•.dI86Wamb 1 6• y4, GENERAL NOTES.............1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE.FBC, INCLUDING THE o min.3.35 k. oc i tare• EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete He. NV,hmh 1.117_ Lave' INSTALL DETAILS..............3.6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA ^o^•�• k• Jamb �•u'T 1.114' EXAMPDPIANLE HOR TA.... ......7.8 BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). +f4 Etao G.I.,0. u ymut•a u, romb r +.318, EXAMPLE............................9 ( ) - AOOto-Wtor ASTM C00 •hook 1-014' GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.r.6oulnan P no a 611 iarrm t 1'ue' ANCHOR LOCATIONS.,.....11-18 ' 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. sow.ss _1 wd t to e 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 670/2770 SERIES, Conowto edl lit amb 2.112• late' PANEL TYPES...................17 114'Ebo uitraoon ^�•2.66 kat ok •/2' 1-371 — EXTRUSIONS.....................18 I ANCHOR NOTES: J'21102=118 nonutod cMu, imb 2.9 M114. ACCESSORIES..................19 1 FOR CONCRETFOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAs Cao P•649k 2-112— 1-1/ D canc.lo Iw. se.Iamb 2-tvr 1.014• SCREEN DETAILS.............20 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE m n,s.as k. P o 2•t r a!e PARTS LIST.........................21 REQUIREMENTS. 114•EkoMO8.8,cteleFlae unOroutedtXfU, Jomb 2•vr 7.119' I 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TA13LE A ON THIS SHEET, 87M 000 Iwo 2 4 PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL •MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as comp 1yInY with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET'MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building dodo GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. MOA No. 17.0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Data 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND 1.0 BE REVIEWEDMlam_o roe uo anTrol" BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED;NON-SHRINK, NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fr Mln.F. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE,IF Steel Screw 02 kol 120 ke SUBSTRAT15 IS WOOD,301/FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES STANDARDS USED: 410 Screw 60 kel 110 kel SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),STH EDITION Eloo ANm,0&toi0 67 kel 00 kel •2014 FLORIDA BUILDING CODE(FBC),6TASTM E130D09H EDITION Elco UltraConO 155 ksl 177 ksl • INSTRUCTIONS: A 410 SS Elco CreleFlo O 127.4 kcl 189.7 ke1 • LUMINUM NDS-20113 CONSTRUCTION 1)'KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ALUMMUM DESIGN MANUAL,AOM-2015 tW0346 Aluminum 18 ksl 2z hs �.`` NY LYN/y SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE :AISI 8100.12 S Steel30 al kat GLASS/REINFORCEMENT. AISC 360.10 G7.33 Steel Stud 33 ei 45 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL No.68705 PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND 92 TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. — A VINYL SLIDING GLASS DOOR NOA(LM) 10/05]KI 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE,ANCHORS ARE DEFINED IN TABLE A,THIS I p GENERAL NOTES J J ROSOWSy L� g SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE t d F�a► r : DISTANCE, °oPVRaHro2a+7 Parllwusrama,luc UPDATED TO FBC 2017,VINYL MFG. 04/06/ '�.. COR... PRESSURE S MET OR EXCEEDFROM THE DESIGN ED.TABLES(TABLES I OR USE THE ANCHOR UANT TRIFY IES SHOWN.HE OPENING'S REQUIRED DESIGN ALL RCH NOL 0 � �� 1`��,)ONAI. 1070 TECHNOLOGY DR 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 g 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 0. (941)-480-1000 gGD-5570 NTSIII 1 OF 21 d MD-6670.0 A A.LYNN MILLER,P.E. 1. p M P.CA 00705 e MAX.UNIT WIDTH MAX.UNIT WIU'I H - —-- MAX.UNIT WIDTH -- MAX.UNIT WIDTH -----•I NOM.PANEL WIDTH ,-, NOM.PANEL WIDTH _ .. NOM.PANEL WIDTH NOM.PANEL WIDTH _ _.-_ PER TABLES_1_&2` � PER TABLES 1 2_ _-., PER TABLES 1&2 �, PER TABLES � (� 1 I MAX.UNIT / I MAX.UNIT ® � / / I MAX.UNIT ® � >< I HHEEIGHTT * 1 f HEIGHT "" HEIGHTIw" HEIGHT �U I" PER PER TABLES 1&2 lil PER TABLES 1&'L / / 11 PER TABLES 1&2 f I TABLES 1&2 I / / �« I 7 I 1-PANE -Q 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS _qONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH -•- MAX.UNIT WIDTH -• `{ MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH I NOM.PANEL WIDTH PER TABLES—1&2 - -• PER TABLES 1&2 PER TABLES8 1 2 7_ T _ - MAX.UNIT HEIGHT q a PER '."" MAX.UNIT r 1 HEIGHT 1 I MAX.UNIT / + I TABLES 1&2 / / car. PER TABLES1&2 h h A h I� PER TABL-S1&2 -I �- ---- --1 1— CORNER TYP. 6-PANEL CONFIGURATIONS BiPANELCONFIGURATIONS oirttaoetamm�si�aw�Ireroecoaxmmuun� 'PRODUCTg REVIOBD --- - MAX.UNIT WIDTH MAX.UNIT WIDTH -------- .---'-� as co pillft Wtth tho Pbrlga NOM.PANEL WIDTH NOM.PANEL WIDTH, NOA No. 17.0420.00 PER TABLES 1&2 _ _ PER TABLES 1&2 - _ Expiration Dote O4114I20211 _ I Dl MAX..UNIT ` W.R I MAX.UNIT Mlam�- a ro uct Con ro HEIGHT / I" HEIGHT r PER TABLES I&2 / / / / / _ / Ig PER TABLES I I� I� •7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8.9/16' �.���` y Ly 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"-INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-9/16" N." .•.... LOCATIONS.EXAMPLE;4-PANEL'XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16 '�{CENpF•.,(! POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-119' No.58708 2)00'&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. L1 VINYL SLIDING GLASS DOOR NO9(LM) 10/06/16 : D V�sv 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS & J ROSOWSKI �� s .A REVIEWED BY THE AUTHORITY HAVING JURISDICTION. coprxaltoaari pmlmusmlas m. A NO CHANGES THIS SHEET. 04/05/17 '��'�i S'/�oN.nN. G��`.`` S DETAIL LETTER /IyR10Hi8RE3E o OVAL �Nt�` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 NOLOGY DR - - _- �����'tin I nit` N.VENICE,FL 34275 A.LYNN MILLER,PP. 6)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' SHEET NUMBER (941)480-1600 SGD-5570 NTS 2 OF 21 MD-5570.0`f 43 A P,p e>sa7ps CPAT.O U1H It DETAIIA I ETAILBI __ _ _ METAL TVP„sEEnNCHOR rHRuwooETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3INTO ACING EXT. �NTERLOCK_ Mro Merin. THREADS BEYOND THE CONCRETE/GMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH --- --'-'- 1/4”MAX. REQUIRED IF OOOR 7YP,ANCHOR TYPE, HEIGHT IS OVER 90•R. at ,e - EMBEDMENTAND -(JMAxz9 o.c. _ EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE "'a''.- 00 AD q o TABLE A,SHEET 1& DAYLIGHT 10 INIkN1OH �� NOTE 3,BELOW OPENING _ _ __ ` -I a3 ] "" 8 I - WIDTH �^ 0 EMBEDMENT `p EDGE :• ~ ;! - (4)THRU KEEPER®MAX 88 EDGE •"'a: 80 1 82 3.6"O.C„SEE SHEET 19 DISTANCE Df C. ...'. as 20 BE Ie 01t°� 27 /1SEE NOTE 6. 1/4"MAX. -►1 (1 /�•:...`• SEE NOTE S, \044 1 1 20 20 �j�7 "`1 SIS SHEET THISSHEET I I SEE NOTE 0. 1X OR 2X WOOD � sz THIS SHEET EMBEDMENT- 0 SEE BUCKSTRIP, \ SEE NOTE 0,THIS at,Eer ze #8 X 314"SMS REINFORCEMENT SCREW;7 ' ANCHOR � � NOTE 3,SHEEP 1 L--_..__.� TYP.ANCHOR TYPE, PLATE AT ) / -•OPER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN 9"&12"FROM ENDS(FACTORY INSTALLED), EDGE DISTANCE PER ANCHOR ^1 SUQSTRATE,SEE LOCATION \ _ QETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INISRLOCK 1Nronwsormy ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INTO 2XW000- REQUIREOIF OAR EMBEDMENT -(�---� -- FRAMING,SEE ANCHOR 1e DAYLIGHT 21 HEIORr IS OYER90' ` r-ID ^~ ¢1 114"MAX' --►-I .' U � PRODUCT REVISED 1 NOTE 3,SHEET t OPENING 22 ti LAB. mocompffing In With the Florida WIpTH EDGE I � DuHllln Cao + DISTANCE I NoA-Ho. 17.0420.08 TYR ANCHOR TYPE, SEE NOTE S,THIS SHEET _� I I p tlon Date 04/14/2021 EMBEDMENT AND t 28 zr ze as ex Ira , 6: TYP.ANCHOR TYPE, EDGE DISTANCE PER 23 a I _ 1 ml ' SUBSTRATE,SEE 0 ---EMBEDMENT AND Mlam-meg ua--oa roT TABL[A SHEET 1& st EDGE DISTANCE P NOTE 3,BELOW, PER SUBSTRATE, +. SEE TABLE A.SHEET d c.-•7 - b 1&NOTE 9,BELOW EDGE 4)THRU KEEPER I@ MAX I&2LTE31D8 I DISTANCE 9a .a•o.c„aeesneerle ” �+----— PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE J - 1-.- 1/4 MAX, 'ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR FIXED PANEL CLIP& EXTERIOR DIRECTION. NOTES - `ANCHORS,SEE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENYTYPES(SEE NOTE 6.THIS SHEETI DETAIL SHEET 19 ALL PARTS IDENTICAL. ;��.• �1cENSF•,! '�� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTA E9 No,887os - 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED4 O O VINYL SLIDING GLASS DOOR NOA(LM) 10105/16.1 ANCHOR QUANTITIES,SEE TABLES 1&2, STILES AND( (�T 4 CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL HowzcnrAL RAILB INSTALLATION,HORIZONTAL X•SECT. k J ROSOWSKI FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH.DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON, c0Py1NO CHANGES THIS SHEET, 4106/17 8)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL 1NTERlOFOKS R C21� 28 All RIWIT8 RE8EMffD - �S�QNAL, REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF OH,y€ 1070 TEOHNOLOGY DR �� Is THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. \\\ N•VENICE,FL 34276 - STANOARD NO A.LYNN MILLER,P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)480'1800 SOD-5670 NTS 3 OF 21. 4 MD•6570.0 '� A ar.� •A P,F..p 68700 E—E�TAAIL E1 AND EDGEDSTANCE PER DMENT DEME i�E2 DEDT i 3 DI4DADE APPROVED MULLION,FBC INTxsucxsrwP SUBSTRATE,SEE TABLE A,SHEET OD COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.MAY 1&NOTE 3,TI IIS SHEET 2X WOOD BUCKSTRIP OR TYP,ANCHOR TYPE,EMBEDMENT CONCRETE/CMU EDGE --FRAMING,SEE ANCHOR AND EDGE DISTANCE PER _CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL, NOTE 3,SHEET 1.. SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR 'I DISTANCE EDGE-�� EDGE TABLE A,SHEET 1 REQ IREME T 1&NOTE 3,THIS SHEET y DISTANCE ll DISTANCE EDGE DISTANCE (. I EMBED- -- EMBEDMENT -___L MENT ''•i -� r r . "%' L•` ' -- EMBEDMENT . EMBEDMENT r 1/4•'MAX. 114"MAX. R 11/4"MAX. 0 e -1/4 MAX. + 1X OR 2X WOOD pp Q BUCKSTRIP,SEE U e / e TYP.ANCHOR TYPE,EMBEDMENT AND P.ANCHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3, a EDGE DISTANCE PER SUBSTRATE,SEE -•EDGE DISTANCE PER SUBSTRATE,SEE 43 07 SHEET 1 LJ TABLE A.SHEET 1&NOTE 3,THIS SKEET TABLE A;SFIEET 1&NOTE 3,THIS SHEET s / so NOTES / FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Loc AsraggALs 2)REFER TO ANCHOR NOTES,SHEET 1. - Fixed STRE8 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #0 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH-NOM.PANEL WIDTH-A9/16" _ HORIZONTAL SCREW,3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,iS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RALS CENTERLINE AND 0"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT-DOOR HEIGHT•2.112" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT0 _PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT OREVISED HEIGHT HEIGHT THIS THEFT VARIES WITH EXACT DIMENSIONS, as doing ltl,7 with the Florida • REQUIRED NOA-No. 17.0420.06 ©n POSITIVE Expiration Date 04M 4/2021 EDESIGNUR 1-Y ,} ' u(9 PRESSURE, TI}�^ — y- SEE SHEETS .390-►-i t� { Miami - -roduaf Control 82 o+oR ez p�iygg � 7&8. i^- (r1 2e o 28 I•"--•390 TJ 2.370 2.947 1/4"MAX. 42 SJiOwN.•.. 1.7l03 3.404 l 4.041 GROUTAS - B t/43.15ALSOAPPLY ,823 1_- 2.887 �- L NEEDED,SEE 1.j17 ANCHOR NOTE +� ra _1 .060 .000 5,SHEET 1 z 12 2-1/2"=TOTAL - .060 - s 1!4'MAX. - _, SILL HEIGHT SILL RISE SIhL RISER SILL RISER. SILL RISER +� 1 �1(2-1/2"TOTAL O(3-1/2"TOTAL �4(4.1!10"TOTAL O(4-5/B"l OTAL ��� pNY LYNN SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED • , R EMBEDMENT EDGE - -�'� 1 r No.138703 MENT '• DISTANCE VINYL SLIDING GLASS DOOR'NOA(LM) 10106/16 - EDGE TYP•'ANCHOR TYPE, TYP.ANCHOR TYPE, `�_ INSTALLATION,VERTICALX-SECT. a- JROSOWSKI7t DISTANCE EMBEDMENT ANO 2X WOOD BUCKSTRIP OR EMBEDMENT AND ) e -- -- - - O sr rE DPS EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE CorrRI8NT07011 D071Np114TRiE6,wC NO CHANGES THIS SHEET. i� 04/05/17 _ � . `' �`. CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET i PER SUBSTRATE, Att RxiHrsResa rsv�o -- �,,S�pNAL PER ANCHOR IDETAIL F1 SEE TABLE A, IDETAIL F21 SEE TABLE. 1070 TECHNOLOGY DR �$ 4l i r i i i i REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 __.--_-...... irtroMnsoHRv iNTOWaon (&11)-480.1600 atrnNMateN P.e. THIS SHEET THIS SHEET OF A�t SGO-5570 NTS 4 OF 21 4 MD-5570.0 �4 A P,e.0 aeras l T KHt — 36- WfERIOR -1J l� 29-_. /. 77 Z•B� (4)THRUKEePeR g •_f B8®MAX 3.8"O.C., 2 26 20 37 oMAX 18.6.0.0. 1 T R QL 33 SEE SHEET 19 L_._ � INmRJ95. DETAIL H2 39 _ f(!4)TRRUKEEPERGMAX EL,81PR E\,, OUTSIDECORNER .5 O.C.,SEE SHEET 19 40 - 0 90 a — INTER o _ , Q 26 10 y--T L' _ 9A MAX 10.5.O.C. � _ • E TIBR IR pLl )ERRS - - 40 ORC) v 195" V 41 DETAIL G1 DETAIL Hl MAX 18.S•O.C.94 _ - 135• IN8IDG CORNEfi Pl91DE CORNCR 49 `'i+ ` E%T Ni 41 (4)THRU KEEPER 80 �1SL€aR8 96 (&MAX 3.5.O.C., , BEe SHEET,9 _ p 19 PRODUCT REVISED NA-N p.yingg 17 4 0.06. Buliding Codo NA-No. 17-0420.06. O135° Q RKpUntlonPat*04/1412021 � INTE„IPS Mleml-D /~�r,�T-o ue�OnlloT UU NOTES 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FORANCHOR 2e QUANTITIES,SEE TABLES 1&2. ......11Irrri� w � -- 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, LYNN 33 5 DEPENDING ON CONFIGURATION. MAX lar 0-a - ` No.68706 +9 Bo _ C VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 (4)THRU Ke6PER®MAX — ---^^ 3.8'O.Q.,9EE.SHEET IB 98 DETAIL G2 V' f I CORNER ASTRAGAL HORIZ.X-SECT. �4' J ROSOWSKI %� 1�r : it 136• -`r,� QUTs1DEcoRNeR' coPTwanunlwro°OReRD1R1Eswc. NOCHANGES THIS SHEET. 00./06/17 701VAI V�`�?``` 1070TEC L DR N.VENICE E,FL 344 276 /1/11111100 (941}450-1000 SGD-5570 NTS ]j 6OF21 e4 MD-5570.0 44 A A.LTNN UARP.E. OPA 2BM6 -;, DETAIL 11 DETAIL 12 OPTIONAL NON- INTO iaasoruly INro MnsormY- STRUCTURAL Q CONCRETE/CMU ANCHORSFOR _ EDGE a1 as TYP.ANCHOR TYPE,EMBEDMENT DISTANCE -r PER ANCHOR INTERIOR POCKET - 1LR 4B E. REQUIREMENT JAMB .- r33 e1 �a0 97 AND EDGE DISTANCE PER ' 1 SUBSTRATE,SEE TABLE A, SEE FIG I� �' ��'�� FIGURE I,INTERLOCKS AT POCKETS: INTERIOR POCKETS MUST + THIS SHEET 30 SHEET 1&NOTE 3,BELOW " FOR DOOR HEIGHTS 98"AND LESS: INCLUDE A NON-STRUCTURAL, , •: r` �: 10 - R FRAME JAMB TO REDUCE THE :.•: � .. . POSSIBILITY OF WATER `. �_'- OPT INFILTRATION. Bt ; 1, ANCHOR 31 1/4"MAX. EMBEDMENT' POCKET BY OTHERS,SEE r ' 10 1/OPT, 17 OPT. NOTE 8 BELOW. EM6IEl� . 1 R MENT FOR DOOR HEIGHTS OVER 96' -�,''• OPT. u 1/4"MAX. `ANCHOR 21 9" 10 ..� q o7 MAX.O.C, TYP.ANCHOR TYPE,EMBEDMENT 3t4L F-. \--PER THIS eHEE7 a1 — 70 AND EDGE DISTANCE PER 1 EDGE PER ANCHOR s0 ;, Tg" DISTANCE REQUIREMENT SUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET - --- a1 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO - SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 9 THREADS BEYOND &NOTE 3,BELOW__ EDGE 2X WOOD OUCKSTRIP OR PRODUCT REVI800 THE METAL SUBSTRATEFRAMING,SEE ANCHOR as complainng with the plotido EDGE DISTANCE �I 6ulidle0 odo _ NOTE 3,SHEET 1 NOA-No. 17.OA20.08 .ANCHOR DISTANCE OPT � � - --- OPT.ANCHOR Expiration Date 04/1412021 DEroAMIcLrA�3 EMBEDMENT 17 OPT. 17 OPT. Niam ro uat control EMBEDMENT I DETAIL 14 1/4' o wrow000 114'MAX. ea MAX, 10 SEE FIG 7, //�� THIS SHEET 31 THIS SHSEE 1EETG 1.l;J a0 27 22 a� e1 EXTERIOR POCKET o�+qr��cENNN4�C EXTERIOR POCKET * No.08705 NQjES (�VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. �& J ROSOWSKI 1_3 2)REFER TO ANCHOR NOTES,SHEET 1. -� — srAY a tt, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. wwRw,rcesal7 PGTiNNWT10R4 IHCL NO CHANGES THIS SHEET, 04/05/17 ''e, S''FLOP•''�?`� '•. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. Au RIGHrBRx06tveo JJ j NAL 1++ 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, 1070 TECHNOLOGY DR ��I I I l 1111+ 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276 ____ --- --- --•• AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (041}480.1 600 SGD-6670 NTS 6 OF 21 TMD-5570,0 # A A.LYNN MILIFjt,PB P.EJ)"M TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use tLft_table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIF.S LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 841 98' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-16/18°DI.O Height 72-15118"DLO Height 8415!18^DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locksllle Reinforcement 026 or#26 - Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement NZ7 p I B I C D A B C D A B 1 C D i'� CONSIDERED,SEE TABLE 131,THIS SHEET. aeslgn Pressure +601.Wpsf +6 -60psr +80/40 psf #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS 1g 11S" Head/S111 C3+1 C3+1 C3+1 C3+1 03+1103+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 6 b 6 6 5 5 6 5 6 5 6 6 MIDSPAN OF PANEL). Width Jamb 7 7 7 7 7 7 7 7 S 6 8 6 TOTAL#OF ANCHORS THROUGH THE JAMB. Des/gn Pressure +801 60 psi +sol•60 psi +00/•80 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK. 25-1161 Head(8111 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS,. 30° DLO Jamb 5 5 61 6 S 1 5 5 5 6 5 6 6 Width P4.k 7 7 7 7 7 7 7 7 8 8 0 a DaslgnPressure +601-60p8f +6i)I-Wpsf +60/-60psr 31-118" Head/SIII C3+1 r,3+1 C3+1 C3+1 =11C3+1 C3+1 C3+1 C3+1 C3+1 30 ' DLO Jamb 6 5 6 6 5 6 6 6 6 WidthP4=k 77 7 77 8 6 8 8 Da+ignPressure +601.60psf +60/-60psf +60/-8opsf 374 /8" HeaNSIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C'1+1 C3+1 C3+1 C3+1 _ TABLE Bt: 42• DLO Jamb 6 5 5 5 5 6 6 5 6 6 & 6 Waler•Llmlted Width FIG 1: P!Flak 7 7 7 7 7 7 7 7 -8 8 8 6 (+)Design Pressure OH LENGTH 43118" D"for?Pressure +601.60 psf +801.80 psf +60/•60psr 8111 Nom.Sill Max.(4•)DP Head/S1ll C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1103+1 C6+2 C3+1 C3+1 C3+1 Riser Height Allowed DOOR ASSEMBLIES 48" Width Jamb 5 6 5 5 6 5 6 6 6 6 8 5 None 1-11116' See Note 2 �_ INSTALLED WHERE THE PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 8 B OVERHANG OFI)LENGTH IS as com ing with the Florida 42 2.1/2' +38.7 pet EQUAL TO OR GREATER THAN 6utrding odo 43 34/2' +6D.0 psf p THE OVERHANG HEIGHT IS N0A-No. 17.0420.08 �—USED IN EXAMPLE ON SHEET 0 EXEMPTED FROM WATER Expiration 0at 04/1412021 44 4-1116 +60.0 psf —/1412 21 INFILTRATION RESISTANCE. 45 4J/8' +8D.0 psf my y Iltam Product control DLO WIDTH=NOM.PANEL WIDTH-8-9/16' DLO HEIGHT-DOOR HEIGHT-11-1110" PANEL HEIGHT-DOOR HEIGHT-2-1/2' TABLE NOTES: Tnf NJ VINYL SLIDING GLASS DOOR NOA(LM) 10/06/161)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1AND TABLE 41 DETERMINES THE WATER LIMITED(+)OP. DP 8 ANCHOR QUANTITY TABLEJj S J ROSOWSKI2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. coarwouroxol7 norwn�mmFs[No. NO CHANGES THIS SHEET. AM 04/05/17 'i �`YORIoR•'\��`� 3)BEE BILL RISER TYPES ON SHEET 4. ' '' ••. . C9�� 4)SHEET APPLIES TO 2,3 AND ATRACK CONFIGURATIONS. s��NA� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 _ 0)9EE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480.1800 • SGO-5570 NTS 7 OF 21 i MD-5570.0 A A.LYNN060706 PE. CERT OF 1.929 PZ-.0 60706 Design Pressure(DP)and Anchor Quantities Required, (tor all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table br. Door Unit Holght PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A, Glass Types 2 or 4 80" 84• 96" 106" kAnolior 20" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68.16110"DLO Height 72-15118•DLO Height 84.15116"OLO Height 9645(16"DLO Heig01.0 Holght THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY.THE Locketile Reinforcement 026 Anotor Group Anchor Group Anchor Group Anchor roup Group MAXIMUM POSITIVE DP DUE.T THE HILI.HEIGHT MUSTALSO BE HD Irrtedock Reinbrcemenl#20 A 8 C D A B C D A B C D A B C CpCONSIDERED,SEE TABLE B2,THIS SHEET, Design Pmssure +100/-10opar +tool-100ps! +100/-f00psi +60/•65psf 85pa/ #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.118" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLOHeawsill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C9+1 C5+1 C3+1 C3+1•C3+1 C3+1 03+1 C3+1 CC3+1 C3+1 MIDSPAN OF PANEL). Width Jamb 5 5 5- 5 5 5 5 6 6 5 5 5 a 8 6 6 8 ----�.-TOTAL#OF ANCHORS THROUGH THE JAMB. p-hook 7 7 9 7 7 7 7 7 8 6 8 8 9 0 9 10 10 -� THE#OF ANCHORS REQUIRED THROUGH THE P•HOOK, DesignPmeauro +100/400ps1 +fool-f00psf +100/•100psf +60/-65psf +60/-85psf• PERPENDICULAR TO THE GLASS. 25.1(0^ Hoa 8111 105010+11 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1103+1 C6+1 C3+1 C3+1 C3+1 C3+1 03+1 CB+1 C3+1 C3+1 03+1 30" DLO Jamb 5 6 6 6 5 5 6 6 5 6 7 6 B 6 6 e 8 6 6 6 Width - P-hook 7 7 7 7 7 7 7 7 8 0 8 6 9 9 9 9 10 10 10' 10 -� Design Prossum +foo/400P +100/40o psf +1000/4000 psf +601.65 par +60/-05 psi 31.118° Head/8111 MM C6+2 C3+1 C6+1 C3+1 C6+2 C5+1 C6+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 03+1 FIG 1. 36" DLO OH LENGTH Width Jamb 5 5 8 6 5 6 ' 7 5 6 6 6 6 6 6 6 6 Pfook 7 7 7 7 8 8 8 6 0 9 1 e 9 10 10 10 10 pOORASSEMBLIES Des/grrpressure +100/400pef +00/400psf +100/400psf +60/•65paf +601-85psf INSTALLED WHERE.THE 37-116" OVERHANG OH LENGTH IS 42" DIA HeaNSlll. C5+2 C3+2 C6+2 C3+1 M77 C6+2ff C6+2 C5+2 C6+2 G3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 ( ) Width Jamb 6 5 7 6 7 6 6 9 6 6 6 6 6 8 B 7 6 EQUAL TO OR GREATER THAN r-hook 7 7 7 7 7 e e 8 a e 9 9 9 10 10 10 10 -� THE OVERHANG HEIGHT IS EXEMPTED FROM WATER DeslgnPresswe +1001-100psf +100/-100psf +92/92psf• +60/-65ps1 +60/•85psf INFILTRATION RESISTANCE. 43-118° He"Slll C5+2 I C5+2 C5+2 C3+2 06+2 C6+2 05+2 C3+2 C5+2 Cb+2 C6+2 CS+2 C6+2 C3+1 C5+2 C3+1 C6+2 C5+1 C5+2 C3+1 48' DLO Jamb g 6 7 6 6 S 8 5 6 6 0 6 0 8 7 6 8 8 e 8 Width PRODUCT REVISED P-hook 7 7 7 7 7 7 8 8 6 8 9 9 9 9 9 9 10 10 10 10 TABLE B2: +60/•80 +80/65 asoomPi In with the DeslgnProsaure +60/-60p8f +80/-Sops/ psi psi +54.11-827psf Water-Umlted Building o�a 49.118' Head/8I11 C5+2 C3+2 C6+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 CG+2 C5+2 C3+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 (*)�N9n Pressure NOA-No. 17-0420.08 54" DLO Jamb 6 6 e 8 6 8 7 5 5 5 8 8 6 6 8 e 8 6 8 e SII Nom.$10 Max.(+)DP Expirallon Date 04/14/2021 Width �'_ P hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 .10 10 10 10 Riser Height Allowed sy- DosignPressuio +80/-8opsf +80/-Wpsf +80/-80psf +59.11-64paf +49.6/-53.7psf Now 1-11/16" SeeWte2 Mla ro rwl entre 661/0° HoadlSlll C5+3 C3+2 CG+3 C3+2 C5+3 C3+2 C5t3 C3+2 C6+3 06+2 06+8 C3+2 Cti+2 C5+2 C6+2 Cli 22 C6+2 C6+2 C6+2 C5+2 42 2.1/2' +38,7 psi 80° DLO Jamb 6 6 6 6 6 6 7 6 8 5 8 5 8 8 8 6 8 6 B 8 43 3.10 40.0 psi Wldih P•flook 7 7 7 7 7 7 7 7 8 B 6 8 8 9 9 8 10 1 10 1 10 10 44 41116" +60.0 psi •+1-100.0 PSF FOR ANCHOR GROUPS B,C&0. 45 4.5/8` +100.0 pef DLO WIDTH=NOM.PANEL WIDTH-8.9110" DLO HEIGHT=DOOR HEIGHT-11-1/16" c 11 LYNIVO� PANEL HEIGHT=DOOR HEIGHT-2-1/2" �(� TABLE NOTES: Mo.68708 VINYL SLIDING GLASS DOOR NOA(LM) 10105!15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 q* 't AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP, yy DP 8 ANCHOR QUANTITY TABLE jjjd, J ROSOWSKI 2 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A BILL J d -- -- __.. O.t�''. s RISER IS NOT REQUIRED.IF S0,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRWriro4alr rarluovera�s,wc NO CHANGES THIS SHEET. 04lOb/17 �RIDP,. 3)SEE SILL RISER TYPES ON SHEET 4. ur woFYranEaEs �" —�- ��i /ONAI- 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNQLOGY UFS �� rrr"r I i r r I�t� 6 REFER TO ANCHOR NOTES,SHEET 1. N,VENICE,FL 34275 - -- --.-- - A.LYNN MILLER,RE. 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941).480-1600SGD- f6 NTS 8 OF 21 � MD-6570.0 A r.en soros EXAMPLE; 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION,PXXX, FRAME JAMB REQUIRED HEAD SPLICE CENTERLINE —CENIERLIVVEGEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,40'X 64-NOM.PANELS, 6INTERIOR POCKETS or INTERLOCK OF INTERLOCK —ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE. CENTERLINE CEMTERLINE CENTERUNE MAX. �—OFPANEI. OF PANEL 2 OF PANEL 3 f PROJECT DESIGN PRESSURE REQUIRED:*48.2/-58.0 PSF POCKETSY OTHER%sism 140YE a. 614SETO �12' CHORAGE, --�A 26.316"MAIL. ANCHORAGE, -+I-ANCHOPAGG, MAX. SHEET t2 m X. SHEET 12 .03'CLUSTER, 'C3"CLUSTER. SHEET 12' L SHEETi2" gxMSHEET12 ND ANCHORAGE 9x— LOR we" SEE POCKET JAMB (MIN.I ANCHOR) INSTALLATION ON HMD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL OR$MAY SHEET 6 'TOA(DIN\ W SE ADMDIN-PIELOASNESOODTO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLSCE INTERIOR CENTERLINE CEA11CRUNI, --SEE FIGURE BELOW FOR ADDITIONAL CEN OF INTERLOCK CENTEALINE OF INTERLOCK ANCHOR INFORMATION„ CENTERLINE CWIVTEIUftvE MAX OPPANEI.t OF PANEL 2 i _ POCKET BY HERfi.-SEE .ER OR 0 INTERIpa OT NOTE 81 J�. a SHEETS ANCHORAGE. CHORA' MAX. SHEET 11 '+rAN A/ ."C3",CL 8 H E E".,Eli 12'MAX 21V END ANCHORAGE Y MAX FRAME JAMB SEE POCKET JAMB REQUIRED G -- 1-1 SILL ANCHQR&GE DETAILS INTERIOR POCKETS SHEETS _ AIL�� 1)KNOWING THE PRODUCT'S -nIROUGH TABLES I&2 -D:L I PRODUCTltEVISED ��)�KX RACK REQUIREMENTS,SCAN with tho Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF I N NOA-No. 17-0420.00 +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION:DESIGN PRESSURE IS+60W WHICH EXCEEDS THE PROJECT DESIGN 'M',IAIC STT, j *kw PRESSURE REOUIREMENrS, DISTANCE NEXT CLUSTER xp ration Dot?P4114/2021 TO BE 26.318" OR LESS 13Y r FOR WOOD INSTALLATION USING ANY HeadflIN I M-t2j ANCHOR IN GROUP A(SEE TABLE A),TABLE Jftb 1 -6-1 -A- I SHOWS ANCHOR REQUIREMENTS P4MR 1 7 45Z Z Z),'A 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: BEAD(CLUSTER ANCHORSX SHEET 12 FOR THE"CT'CLUSTER ANCHORS AT --CENTE"EOPEND PANEL OPT,A I if IIVMAX� THE INTERLOCKJASTRAGAL. Tro': --'j FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE AID N� HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MOSPAR-OF—EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER JAMB SILL(CLUSTER AANqHORS).'SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3W'.OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTERLOCKJASTRAGAL, ANCHORAGE ANCHORAGE I PER THE FIGURE ABOVE: SILL(INTERMEDIATESHEET 11 FOR THE'+2 ANCHORS AT THE RS), MIDSPAN OF EACH DETAILS DETAILS % JAMS:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. FOR VINYL SLIDING GLASS DOOR NOA(LM) 8 PRODUCT REFERENCES,ALSO P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL As 10 LUIT16 a ar VJROS A)SHEET 2 FORALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE LOCATIONS OF OROSS-SECTION DRAWINGS, OWSKI 3)INSTALLATION DETAILS INTO WOOD CAN 0)SHEET 10 FOR SPECIFIC GLAZING TYPES. C)SHEET il EOR ALLOWABLE PANEL TYPES AND CALL NAMES. NO CHANGES THIS SHEET. 04/05(17 "XORIOP- BE FOUND ON: D)SHEETS 4 A 18.FOR EXTRUSION CROSS-SIECTION DRAWINGS. HEAD&SILL*SHEET 4 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. 3j N.VENICE,FL 34276 SHjj��3 NTS MD-5570.0 lit A LYNN MILLER,P.G. F)SHEET I FOR A BILL OF MATERIALS, (941)-480-16M 1 t SHEET L li 1-1/10"NOM. 3118"�8.GLA99-•--•----- / / 3/16,HS GLASS `I Imo- 3/16"HS GLASS-� 3116*HS.GLASS--\ I J 3116-&N-4.GLAASSS&— --• 76 7e - i .090"PVD .090"P%e .000•SG 7119"AIR SPACE---- 77 7e 3/16/WN GLASS- PAINTED! 3118'HS GLASS PAINTED/ 3110"H9 GLASS 3/10•I GLASS LAMINATED LAMINATED PAINED/ PAINTED/ ea LAMINATED SU-R[1 FACE O S1 SURFACE LAMINATED B D — XERISURFACE SURFACE ACE (�EXTFRg <0 F<I83EXTERIOR PRODUCTI6EXTERIOR- , PRODUCT IS'EXTERIOR. , I j PRODUCT IS'EXTERIOR• , I PRODUCT IS•EXTERIOR• I \ GLAZED'IF#80-81 IS T/8"NOM. GLAZED"IF 000-01 S 7/6'NOM. GLAZED"IF#90.81 IS 7/8'NOM. GLAZED'IF#82.89 IS -- I 718"NOM. TOWARDS THE EXTERIOR.I O I GLASS TOWARDS THE EXTERIOR.I O I GLASS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR.I D I ' GLASS I t SITE I I SITE I t BITE I , BI T E �]WORM I 1 cJ I _ <D INTERIOR I 1 tj INTEROR PRODUCT RIs PRODUCT PRODUCT GLAZED'F#80•B1 IS , I 70 GLAZEO•IF#8D-61 IS i I 78 GLAZED'IFI 080-91E 90R OR , I 70 GLAZEDD'IF 082.93 SI I 70 TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR. SEC NOTE 2, -�' ��•• 88 SEENOTEZ r^ 85 SEENOTE2. 88 SEENOTEZ TH498Hmr THIS SHEET THIS SNEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN'-ANNEALED "HS"=HEAT STRENGTHENED -slllcoNE HOT-MELT BUTYL 'T'=TEMPERED STRUCTURAL 1.1/16'NOM. 1-1116'NOM. - 'PVB"_.090"TROSIFOLO PVB INTERLAYER SILICONE 3flIr IHS GLASS 3/16•j'1$GLASS----- BY KURARAY AMERICA,INC, STRUCTURAL 1/4"NOY FOAM 3116'NOM. .090"PVB .090"SG, - "SG"_,090"SENTRYGLAS®INTERLAYER POLYISOBUTYLENE DESICCANT BY KURARAY AMERICA,INC. WTITi DE3ICCAN DESICCANT 3110'HS GLASS 75 78 3118"I IS GLASS 75 70 7110'AIRSPAOE— 71 70 7/16"AIRSPACE 77 7e EXT.GLASS EXT.GLASS 3110"T GLASS 3/itY PRODUCT REVISED 0" GLASS ao eomPlyyingg with lho Ptorlda PAINED/ PAINTED/ Balldino Codo l/ 83 LAMINATED &R 83 LAMINATED 10A-14a. 17.0420.00 SURFACE SURFACE exptra0on DatoO4/14/2021 INT.GLASS INT.GLASS �7.�ffi � \ -.. y c]a EHI � ey - PRODUCTIS'EXTERIOR- I __C PRODUCTIS'EXTERIOR• I t� KODISPACE SUPER GLAZED'IF#02.03 IS I 7/8"NOM, OLAZEIN IF#828319 Q 1718"NOM mlam ra ueT .n mi ` 7S 78 � TOWARDS THE EXTHRIOR I D I GLASS TOWARDS THE EXTERIOR I U GLASS 4SG TPS SPACER NXTm BnE I I BITE 4O ALUMINUM PRODUCT IS�ryNLTE/LRIOR_l - I PROD 18�AIN7ERIOR- REINFORCEMENT pOLYISO• DESICCANFILIARFA OLAZEO'ff0B2.8318 , 70 GLAZED'IF#92-&11S I \ 7e !- BUTYLENE TOWARDS TIE INTERIOR TOWARDS THE INTERIOR 6116"NOM: SEAT. �-6l16"NOM. I I BUTYL& SILICONE SEAL SEENOTEZ B8 SEENOTE2• J Z 0 , D-9ICCANT ROLL-FORMED rins SFIEEi THIS SHE"- 1111171II I FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 "Lt► LYN /'''�. NOTES: EXT.GLASS . �(1�.,....,A►, _ .`�'�r'�1CentsF••,, '� EXT.GLASS 1)13ACRBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. ! L4 VINYL SLIDING GLASS DOOR NBA(LM) 10106/16 TI i No.s'67Bs IN.GLASS INT.GLASS 2)PRODUCT MAY BE EITHER c GLAZING DETAILS J ROSOWSKI *= INTERIOR OR EXTERIOR GLAZED, 1 ---•-- O TM PROVIDED THAT THE"HS"SURFACE B DURASEAL XL EDGE coPYRICHTc2on PaT mu5TRwaINc NO CHANGES THIS SHEET, O410b/17 n 7e — ---•. OF A LAMINATED GLAZING UNIT IS ALL RIGHTS REBERVPA __ -•._-_. ____ '�� �ORIOp,•" ��` SPACER SPACER ADHERED TO THE GLAZING LEG. _ 1070 TECHNOLOGY DR All ss�ONAL N.VENICE,FL 34276 - /NII ��1j11t� (041)•460-1600 SGD•5570 TNTS HOOF 21 h MD-5570.0 A A PEM IBLtAQ4 P.E. _ OF AUTI I. ._____------_. SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAOAL.OR ASTRAGALOR PANEL-- PANEL INTERLOCK-- INTERLOCK PANEL_r CENTERLINE -4" CENTERLINE CENTERLINE 4, CENTERLINE -_ 4" CENTERLINE 4° o 0 0 0 L E TERIO EXTERJOR. EXTERN R EXTERIOR EXTERIOR V 2-TRACKCLUSTRR'C3• 2.7RACK CLU6TER"CS' I% 2-TRICK INTERMEDIATE 1 2-TRACK INTERIEDIATE V 2-TRACK LNIr]IMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS •rf'ANCHOR LOCATION '+2'ANCHOR LOCATIONS 'N"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK INTERLOCK-+ PANEL - PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4' CENTERLINE- CENTERI.INF.� 4° 4' 4If I ° ° FJ�TE�i10�1 —4. 3.22" 3.22" 1 EXTERIOR 3.2?. •J(TEROR �. EXTffE1R1IOR -' EXTJE� •--+-N 3.22" 3-TRACK CIUSiFR'C3' `' 3-TRAL7<CIUSTER' ' v 3.7RACK INTERMEDIATE V 3-TRACK INTERMEOIATE \/ 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS - 1+1•ANCIIOR LOCATION '42.'ANCHOR LOCATIONS 'v3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAOALOR PANEL•_;, PANELPANF.1. INTERLOCK— INTERLOCK-- CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" 0 0 0 ° e 0 EXT�ERL IOR - -3.22" TF TEERR10 FJCf�E�1RyIOR €XT�.Enylf?OR, `" 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE " 4-TRACK INTERMEDIATE 4TRACKCWCATI 4-TRACK LOCATIONS "+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS 'C3•ANCHOR LOCATIONS 'CS ANCHOR LOCATIONS '+1'ANGHOR lOCA710N NOTES: PIOURE3 PERTAIN TO IME FOLLOW.MML 1)ALL DIMENSIONS SHOWN ARE BAS D ON MINIMUM ALLOWED. NOTES: INTEIEIEOIATEANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2',376" DISTANCE IS 2.376" 2)TRACK-TO-TRACK• FOR ALL SILLS: DISTANCE IS 2.376" 2.378' FOR ALL SILLS: S NaNSUI 1 PRODUCT II REVISED tBRPorida `�\%`�N`(ILYAJAf 41 Jamb NOMNo. 0 17-0420.06 \ ' \CEN3g''<<� FI011RESPERTAINT07HEFOLLOWILOESL 1''tool( 7 CLDSIPRANCNORLOCATOM expiration vat 04114l2021 =A No.58705 VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/16 avami-I) a Frodual Coni ml U ANCHOR LOCATIONS A �� J ROSOWSKI %�%.WT.El COPTRPOTINOV3TPo2&IN*. NO CHANGES THIS SHEET: ��04/05/17ol Ia1tto201T r, S� N\, AURTCHra15Sk7iVFD ���_ _ ONAL\E\\\ edlS C3 1070TECHNOLOOY DR �� Jamb 6 1 N.VENICE,FL 34275 -- A.LYNN MILL P.E. (841)480.1600 gGp�570 NTS 11 il OF 21 MD-6670.0 � A p,rxaeTos OF.NT. AI 1R.Kom HEAD CLUSTER ANCHORS LAYOUT: HEAD°+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALR ASTRAGAL OR �. .. -~...... . _-- PANEL INTERLOCK-- 4" INTERLOCK--- 4' PANEL C,ENrERLINE•.- 4' PANEL CENTERLINE CENTERLINE CENTERLINE'" CENTERL)NE 4° gTE.3�8 3.22" Am€t --3.22' 2Ex�TE__RIO 3.22' -TRACKCLU8TER"C9' 1oR. 32" \J \G 2-TRACK INTERMEDIATE V' ANC2•TRACKINTERMEpIATE V II.TRACKINTERMECIATE HOR LOCATK)NS ANCHOR LOCATIONS ANCHOR LOCATION '+2'ANCHOR LOCATIONS 'r3•ANCIK)R LOCAT(ONS ASTRAOAL OR ASTRAGAL OR INTERLOCK-^ INTERILICK---� PANEL PANEL PANEL _ CENTFRUNE 4" CENTERLINE 4" CENTL•RI.iNE'^ . . Y CENTERLINE` 4,75". CENTERLINE 4" IO ^-w+ 3.221 E?fTERIQ$ �++ 3,22" ExTER1OR TER EXTERIOR EX g&DR —""'I 3,22" 5J '3-TRACK CLUM.R'CW 3-TRACKCLUSTER"C6' �" 9'aijPAANCHOR OCATION � 3-TRACK LOCATIONS 15 '3'ANCHOR LOCATIONS ANCHOR LOCAT*W ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK- 4- INTERLOCK- PANEL PANEL OENTERLINE A° CENTERLINE 4" CENTERLINE CENTERLINE-� CENTERLINE_. 4" — 3.22" Ex�aLI 3.22" E �o EeaK) —EerA?Q —3.22' 4.TRACK CLUSTER v 4dAACKCLUSTER '+i'AN01fOR LOCATION NTERMEDIATE 4TRACK ANCHOR LROCAITIONS � 4TANCHOR LOAT r� 'C.i"ANGHtlRLOCATIONS 'G5'ANCHORLOCAT10Nt5 NOTES: F URES PERTA TOTHEFOILOMONEW 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEOATE ANCHOR ltlUn�KWS• 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 011 2)TRACK-TO-TRACK DISTCE IS 2.3112)`TRACKTO-TRACK _�. 1 FORALL'HEADS75 2.3j7b" DISTANCE IS 2.375" FORALL HEADS: PRODUCT REVISED HERtUSHII aS Coro I ng N with tbo Florida .� (PY LYN 1 J'I'l i 8a)fdin9 Coda �~� i=tO.••'••.•. 1`41001t 7 NOA-No. 17.0420.06 {)CENft;�(r �l ` expiration Onto /14/2021 VINYL SLIDING CLASS DOOR NOA(LM) JAI 10105115 by m1a o ladwt Con's , ANCHOR LOCAnONS 8 �Ly ,I, J ROSOWSKI __ tjsTAY�o t.',rtt�: COP YRNUfra20T7" mumes,M. NO GRANGES THIS SHEET. r�$(74105117 �i S WAL t9'` ALLaIOIrTeRESERusn _. JON��. 10T©TEGHNOL04YPR -� �r �� 'rrrrtslt++��' N.VENICE,FL 34275 941)-480-1800 __ ( SGD'567D NTS 12 OF 21 > MD-5570.0 11 A ALP MILLER PE CCxR7.OP AIM 720 P=HOOK ANORS LAYOUT: JAMB ANCHORS LAYOUT, PARTIAL VIEW: �^ — ^—_71—CURES PfatAMToryaSFULLU4VHOJMIUANC110iLOCflTIOHb: CH • -►1 u u;...2.376" —►' 4,76" � u W-•►1 W--,7.126" 21.6° 21.6" 21.6" C3NMAX. MAX. MAX. 6 O.C. TOR O.C. ESTE TOR O.C. EXTERIOR P•h0ok 4�x OPT.ANCHOR TO AID IN ALIGNMENT NOTES' 1)STANDARD ANCHOR LOCATIONS SHOWN, FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" BE LOCATED IN ANY ADJACENT TRACK 6" 6" W MAX. MAX. (SIMILAR TO THE 2 TRACK JAMB)AS REQUIRED TO MEET MIN:EDGE DISTANCE I 2-TRACK RACK FRAME I 3-TRACK FRAME � 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB A GHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY �— BE TOWARD THE INTERIOR OR EXTERIOR. I MAX. JAMB JAMB JAMB (3)WEEP NOTCHES _(4)WEEP NOTCHES (6)WEEP NOTCHES PER END®1"X.600" PER END(dJ i°X.500" PER END C 1"X.600" SILL SILL EXTERIOR SILL ' t3 EXE IOR EXTERIOR (3)TRACK We HOLES 400��V 8" EVERY PA' 1.126"X.100'; (8)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"(�1.125"X.100";� — (10)TRACK WE HOLES TO AID IN 24". 1.376"X.500" (1)WEEP NOTCH EVERY EVERY 24"@ 1.126"X.190"; (1)WEEP NOTCH EVERY ALIGNMENT 24°({ 1.376"X.600' 24",®1.378"X.600" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2.3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P•HOOK. ,, complying with the Florida �.� ONY�YN,y uTsaPearawr rnEFawwlHcoFaeHEr�Aua NOA No, 0 17.0420.08 ��� �tOENSF'•�!� malamiA" t expiration Oat*04/14/2021 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 NIa • Product Gontral 1�.'y fL ANCHOR LOCATIONS C k JJ ROSOWSKI gi TE p o. ..14...1.___.._ sir•'• Rt ii tS'•..OR.....''�\, cMm HiOHiB oaEBERv�FO IEs,wa /3 NO CHANGES THIS SHEET. ^ ��04/05!17 �� �ONALIE��`� Jemb B+1 1870 TECHNOLOGY DR �A riF P hook 7 N.VENICE,FL 34275 3 (941)•480.1800 SGD 70111NTS 13 OF 21 gi MD-5570.0 it A A.LYNN pNM�,pp pE .. rnursce PERTAIN TUTHE HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS_LAYOUT: rOLLOWm000•CORNER SILL 00' A y a" 64- U4- 4- 4?' o o Hoat�Slll t Jamb 6 2•TRACK00'CORNER ° TERIOR 2T RACK 00'CORNER•EXTERIOA IKlok 7 'C4'ANCNOR LOCATIONS �% ANCHOR LOCATIONS 2-TRACK 80'CORNER MF,RIOR 2-TRACK00'CORNER R -.--.—___—�_— (USE WHERE IS SPECIFIED) (Ude WHERE T6'IS SPECIFIED) 'C4'ANCHORLOCATIONS ��'7� 'CVANCHOR LOCh110N6 (USCWHERE'CYL9SPECIFIF.D) \/ (USE WIIERU TV IS SPECIFIED) 0 a^ ` 4^ 4° asRcoom illingRwiith iM PDlorldo 4" _ BUI1dInD Codi HOA-No. 17.0420.06 op BRpirotion onto 04/14/2021 4- 44° „ 4° o ey ' E RtoR 3.22" ExTR 3.22' ER1D 3•TRACK 00'CORNER 3 TRACK 00•CORNER �J\/L J-TRACK 00•CORNER E ERIOR $-TRACK 00'CORNER 10 T,I'ANCHORLOCATI01.14 _,(�OG'AN01IOR LOCATIONS CIFIED) 'C4'ANGNOR LOCATIONS TWANCHOR LOCA TIONS USE WHERE M.J"IS SPECIFIED) (USE WHERE or IS SPECIFIED) ��V// (USE WHERETV IS SPECIFIED)IL VVV i QN`�LYNN 4• 4d 4„ a,. `�� .•�tCENS f No.58708 Iv— QZ EXTE 10 3.22° ..,,,r:,,..e _,_-_•__ 4^ 4-TRACK 90'CORNER 4-TRACK 40'COiIF16R ��-m 44RACK 00'COfiNER trcl� 47RACK 00'CORNER i,—'" If •C4•ANCHORLOCATIONS 'Co'ANCHORLOCATKRIS 'CA•ANCFHNtLOCA a' 'CE'ANCMORLOCATIONS (USE WHERE•OT IS BPECUAEu) (USE WHERE TW IS SPECIFIED) (USE WHERE TY IS SPECIFIED) (USE WHERE TV IS SPECIFIED) A.LYNN MILLER P.E. P.EA ti0700 NOTES: RCUMPERTAINTOTMFOLLUOMO o•CaalER _ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEMANCHORLOCAT1ORP. �� VINYL SLIDING GLASS DOOR NOA(LM) 10/D5/16 If 60• udlsl0 C 1 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE I ANCHOR LOCATIONS D [U ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. - s 3)TRACK-TO-TRACK cOPmlmrrotou Poruuousmsa,INC. NO CHANGES THIS SHEET. 0�04/05117. hook 7 DISTANCE IS 2.375" 2,375' 2.376" ui moHraREEERveo FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �� N.VENICE,FL 34276 --- (641}4B0.16D0 SGD-6670 NTS 14 OF 21 it MD 5570.0 # A 7 URI 9G HEAD 135°CORNER CLUSTER ANCHORS LAYOUT;�~ _ SILL 135°CORNER CLUSTER ANCHORS LAYOUT;- ^- o"'io ENG ue«N°Ei eu ANCIIGI(LUCh,KNCt: ......._...-.....__ 138 A.0 4". 4' 4" i o 0 411 ° HeadtBi TiORER "—" 3.22" E E 10 4x 4x XTE I Jamb 6 E% €n9 0� P-taoK T 2•TRACK 136•CORNER 2•TRACK ISS'CORNER 2-TRACK 136'CORNER 2 TRACK 796•CORNER V ANCHOR LOCATIONS 'C5•ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS -CS-ANCHOR LOCATIONS (USE WHFRE'Or 18 SPECIFIED) (USE WHERE-CV IS SPECIFIED) (U9E WHERE-Cr I6 SPECIFIED) (USE WHERE-CT IS SPECIFIED) x4" wr a a^4" o PRODUCT REVISED ► --4" as aompl to wllh Lha Florida Dullding a 917.0420.00 OA-No.4" ENplratlon Date 04/14/2021 �TERIOR ERIEXTERI R e U— V r 3.2Z" V 3,22" MIa"Tun o ua Central 3-TRACK 135'CORNER 9 TRACK 136'CORNER '(W ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 9•TRACK 13S°CORNER A ANCK 136•CORNEA (USE WHERE'C3.18 SPECIFIED) (USE%mimE•CG IS SPECIFIED) E wHS CHOR LOCARONS 'CW ANCHOR-IS SPECIFIED)- (USE NTIEHE'�C3.19 SPECIFIED) (USE WHERE'05-18 BPf:CIFlED) i ,0 4" 4" M- 4" 4' \ `' NY..LYN• v 4" ° .� No.6870"u o 10 E " 0 3 TE 0 EXTERIORX�F.RI�IOR � ��'``�•,'°(ORIDA.••����� 4-TRACK 13W CORNER 4-TRACK 136•CORNER'04*ANCHOR LOCATIONS v 4-TRACK 136'CORNER 4•TRncK 136•caRNeR (USE,WHERE TV IS SPECIFIED) (USE WHERE°C6'W BPL•CIInED) •C4'ANCHOR LOCATIONS 'CB-ANCHOR LOCATIONS �r1 r 1111111-1-` (USE WHERE-Cr 16 SPECIFIED) (USE WHERE•C6•IS SPECIFIED) - A.LYNN MILLER,P.E. NOTES: aEµeeToa FIGURES PERTAIN TO Rig 1`01ROWIRG RIV CORIM 1)ALL DIMENSIONS SHOWN ARE BASED ON.MINIMUM ALLOWED. HEAo wawRLOrwrars C L1 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 136 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE —-- SIMILAR FOR OUl'SIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E � J ROSOWSKI III 1 j do Jam 3)TRACK-TO-TRACK 1 aGPmIollrown ParwOusTREa Fro. NO CHANGES THIS SHEET. AM 04/06/17 DISTANCE 162,37W 2.376" 2,375' "LLR10RD ) FOR ALL HEADS AND SILLS: 1070 N.VENICE,FL 34276 1 (841)-450-t00D SGD-6670 NTS 16 OF 21 T# MD-5570.0 19 A I C8R. u Lklown _ .l I HEAD SPLICE ANCHORS LIAXP9T _ _INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT,A INTERLOCK OR ASTRAGAL: F*'mEsPmtAWT0 SPLI E SPLICE LOCA 4- "P11"p — —j 1.1.11w 4" LOCATION 4' L.911CT.NL EXTERIOR 3.22' 3.22" 2-IRACKSPLICE 2-TRACK SPLICE 2-TRACI(SPLICE \n/ 2-TRACK SPLICE Jamb a \nl "C4'ANCHORLOcATioNs -- —a 'C4'ANCHOR LOCATIONS MANCHORLOCATIONS W ANCHOR LOCA71ONS 7 (USE WHERE'CT B SPECIFIED) (USE WHERE'(w is SPECIFIED) (USE VAILRE'Cr IS SPECIFIED) (USE WHERE-CS'13 SPECIFIED) SPLICE SPLICE LOCATION SPLICE SPLICE CE LOCATIONF—� ENI 4" L01MLI'ON 4" 4.76' 4- LOCATION LOOATI.ON7 A PRODUCT REVISED iXTEMOR -4-4" EXTFR -*. 3.22"' a 12T MIER[ IR , IOR R —4 "awith the plorida 3-TRACKSPUCS 3-TRACKSPLI \F� CE 3-TMCKSPI.ICF �ITRACKSPLICE Building a .Cq ANCHORLOCATIONS lu 'C6.ANCHOR LOCAMONS C4'ANCHOR LOCATIONS Co.ANCHOR LOCATIONS NO17-0420.06 (USE WHERE--r 15 SPECIFIED) (USEWHERCTS-IfforuCIFIED) (USE W1 IME'CY 18 SPECIFIED) (USE WHERE-CS"13 SPECIFIED) Nxidrallon Date 04/1412021 SpmMIDm4.76" SPLICE rf. ,�i 4' LOCATION SPLICE CAMON LOCATION 4- 4!' gX71THOR EXTERIOR L 4-TRAGKSPLICE 4-TRACKSPUCE 4-TRACK$PUCE 44RACKSPUCE Y'V4 'CIrANCHORUXATIOM *C4*ANCHOR LOCATIONS �N'......--, 4t -CO'ANCHOR LOCATIONS "Or ANCHOR LOCATIONS (USE WHERE W IS SPECIFIED) (USE WHERE-C6r 13 SPECIFIED) (USE WHERE TO'19 SPECIFIED) (USE WHERE-cr is SPECIFIED) mz NO.58705 0 ES; TROP NOT 0. I 'A 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, e, ist ....... L NOOPUM 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. HPADANCNOatOCATnHs A.LYNN MILLER RE FOR SPLICES OCCURRING INSIDE OF A-POCKET,SEE THE EXAMPLE ON SHEET 9. .3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 5/15 DISTANCE IS 2.3764 &2.376- &2.37� Fs Flo i o - FOR ALL HEADS AND SILLS. ANCHOR LOCATIONS F J JR0SOWSKI INC. NO CHANGES THIS SHEET, !04�/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED JeMb —5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR ti - N.VENICE,FL 34275 (941WO-1000MD-557 CE0.. TA Al I RT,0FAMK24M SGD-5570111 NTS 1 1 1 1,9 OF 21 I �._..._ —_~—`_"..____.___.._._.__..__.•- PANEL'S RIGHT STILE TYPEV w— —T_ •^ _ SCREEN`PANEL-TYPES --`.- ^-- PANEL OUTSIDE 001 INSIDE Dlr OUTSIDE 135• INSIDE 130' C DOUBLE ASTRAGAL TYPES SINGLE Y SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL A9TTIAOAL . ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE W/tIMIDLE BOX OtR' SOX IN RECEIVER RECEIVER INTERIOR OR OUT IN .+�-- RECEIVER RECEIVER -----EXTERIOR GLAZED _ - - -n"' -. M— •LOCKSTILE L v n,,,.n,v� TOUSLE 0 INTERLOCK _E F 1'P_..___K L-_ L _TC TA TV TW -J LOCKSTILE c� ASTRAGAL SINGLE INTERLOCK OUT Tna>roury A16TR7 ___ —__ —.-- 81NOLE /B LJ D A C C C (�/1 V (`W SD INTERLOCK �'�^^^^� INTERLOCK SINGLE DDUBLE INTERLOCK f) (-j /— v V(J V/"'1 SV aJ I r IJJ IN pVu ouD "00 �. e� RR R �S S_ FC FD FV F(/V A DOUBLE ERLOCK�� LOCKSTILE Jto i5i.5.5 D !V! — ---_ _. -- - LAI vv v,•C) LocxsnLE narovq amooA9TRAQAL _ . SINGLE BOX OUT DSK INTERLOCK LL mm LR T� U LU ASTRAGAL "••I BOX IN - cn N _ T U w "OTR or CT_ CS _CF z RECEIVER - aIN.A5• AT AS DF Q. ASTRAGAL . aECElvlaa � OUT.135• PRODUCT REVISED ASTRAGAL V T V S VF as comptVlnG With the FTorldo RECOVER Bullding Godo —. —_... NOA-No. 17•0420.00 IN.135' WT- WS WF nsrRAcnL eo xptrotlon nto 04/14/2021 RECEIVER _ m a-n-- ro uo Co'nfioT LEFT RIGHT PANEL PANEL STILE -- STILE PANEL TYPE"F"SHOWN. PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE, 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE �'—_ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ,+ No,68705 NOT AVAILABLE. ,— PANEL TYPES —� J ROSOWSKI ) +0 3)MAXIMUM NOMJNAI PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80 -- ? j', sr TEL �11LL! cowRlartopan rarlNSueT me.ma NO CHANGES THIS SHEET. �A 04!05/17 '� '•."AzGR1O ... 4 PANEL TYPE MAYBE EITHER EXTERIOR STANDARD OR INTERIOR GLAZED,BOTH uL araNTAREetmcD —_ TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 10707ECI8JOLO 42 6 „ '11111 Et%� N.VENICE,FL 34278 _._....._-..._v _.___._ �+ '�1nInL1` (841)-480.1800 SGD-5670 NTS 17OF 21 gi MD-5570.0 ji A ALYNNMbuloo P.E 8.875 - - ... -3 540 126 1 n ".....550 I -291 x...061 -.762 i 100 6 61 +- .930 41 ( I, , ` _ 1.8l12 1.081 •.002 .301 �I 1.9281 I"- v 100 -L �] 1( -.t, �FLIVE SCREW INTERLOCK CAP, iQ 2 TRACK HEADIJAMB ©4 TRACK SILL "COVER(PVC) (O ANCHOR PLATE U TRACK INSERT 10 EXTENDED POCKET 5.178 H+-1,000 .252 231 OE10 -"j 2.000 100 8.250---- jJ r 1.013 �+ �__.� _..__ __8.260 IA35}� �-) 002 � 080 I 100 949 1.983 1.813 �j 1.681 B-�M •062 .060 100 l!J L oJ� 71 BOTTOM RAIL 1 OUTER SILL 13 SILL TRACK 17 P-HOOK ADAPTOR 18 P•HOOK O 3 TRACK HEADIJAMB ®3 TRACK SILL O SUPPORT ©COVER COVER +- 10.825------ --5.876- -.640 2913.000- .081 .229 +-...2.975_ 004 .125141 1 -�-�y �+- 540 -I --�j '--{� �+��0 075 _ 828 u a G00-- _, Imo._2.807--1 �- 1.408 7 83 .100Ujoaljj �-r-0..-.082 ,��--«•IF-.-.082 � -..-� .329_` ❑ ❑ .100 ___L >_.1 ®KEEPERED /KEEPER D BAR GOVERREINFORCEMENT ®BAR RmNFORCEMENr @ FIXED PANEL CLIP ®PLATE REINFORCEMENT Q5 4 TRACK HEADMAMB O2 2 TRACK SILL 2 611 I+--2.838-. -�I 1,670 I+-- " 1.626 -.1 1.606 f+ -� 1.595 r+- +- •-.300 2.690 080 � - -{ 1 3.483 .126 �v{ - 2.073 .099 070- I 075 4.035 4'276 100 )[- 2.833 2.368 Q 2.768 '� 8 .708 2.210 .090 2.118 1 .300 I -I 2.02b -.312 -^I p I ®N7ERIORJAMB COVER L -{ !I FF�J ( 2.710 " 1L-.- 1.876 - PRODUCT REVISED 110 I. L •188 _SIH.-,182 .120 I-.-,182 �"- _' ,120 2.291 .100- as comp�yln with 1hs Florida ®AND STILE AND STILE E/REINFORCEMENT, ®INTERLOCKAGO REINFORCEMENT, -REINFORCEMENT INTERLOCK ADAPTER ADAPTER K PANEL STILE,TOP©ASTRAGAL ADD-ON AND BOTTOM RAIL NOA-No coo 17.0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Dat 04 7412021 REINFORCEMENT py %'r,•;---' -3,467. -3'328 r.--3,34b�- NOTES: MIam74-o Product Conero! a2.1 76040 019 1)SEE SHEET 4 FOR - [ •125 3.209 O80 3.713 - -,090 I SILL RISERS. 5 25 3,346 1.DO 3.247 . ..__•080 2)SEE 1 .070 20 - 22fl 085 .._,gig FOR SC EENTPARTS. -1 3D0 1.170 - 136'CORNER 136'CORNER 136°CORNER 135•CORNER 90'CORNER 90'CORNER r7 90'CORNER 3)ALL DIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT ®ESTRA RL CAP, ®ASTRAGAL CAP, �ASTRAOAL AU AEXTERIOR S ERRAIG RL CAP, v ASTRAGAL CAP, IN INCHES. LYNIV,����i, Y, , 210 .252 .173 -x.912 012 - _ 1 No.6B705 .065- r 1 VINYL SLIDING GLASS DOOR NOA(LM) 4 10/05/16 i 1,281 ,062 1.261 1,281 !1.261 81.261 EXTRUSIONS ilt J ROSOWSKI - 7/18" Q 7N8" �1.1M8" 1-1 "I �q 1-3N8 Comm, HI09A17 Pa71NWWRIE0.im NO CHANGES THIS SHEET. 04/05/17 i�F''•.FCORIDP.•' ��� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD 1070 TECHNOLOGY DR � N.VENICE,FL 34275 (941):480180D SGD-6b70 NTS, 180E 21 £ MD-6670.0 A �•tY MILLER,FE. r•ALQH. F.E.Y 6tl706 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMB — ATTACHMENT JAMB TO HEAD — ' (4)CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY TYPE AS USED o USING 4 INSTALL ONE BLOCK AT ea IN INSTALLATION, STILE . INSTALLATION EACH INTERLOCK. BLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL _3(3)#10 X TABLE 1 ONE BLOCK THAT l 1.6"SMS �r SPANS BOTH PANELS. , - so(3) M X I 1. SMS p (E)FIXED PANEL CLIP \ _ FIXED INSTALL ONE CUP AT THE 2a PANEL MIDSPAN OF EACH FIXED I/i os(2)114" X 2-114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #11 SMS 60 J BAR COVER \\ X Y z1 ea SMS 22 REINF.BAR m #814 1-1/4"SMS q . KEEPER 16 _ ( \ Elic41 THNu KeePeR®Mnx � \ \\ W 0A,SEE SHEET 19 - JAMB TO 0 KEEPER TO JAMB SILL ASSEMBLY ^ ` ATTACHMENT i �` LOCKING JAMB PRODUCT REVISED REINFORCEMENT PLATE Bu lding Cocimplyoming with the Florida `� Building Co ATTACH WITH#8 X 1.1/44" 4-PANEL,2-T CK v KEEPERIn NOA-No. 17.04`20.06 @ 34-112"MAX O.C. / OXXX SHOWN — — expiation Patrr 04/14/2021 t - Mlam a J raduct Control (4)#10 S 66 . 2"SMS L 0 as INTERLOCK INTERIOR CLIP COVER \ INTERLOCK NOTES EXTERIOR u 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. i r EINE.PLATE 2)SEE SHEETS 11-10 FOR ANCHOR LOCATION&SPACING. ��`��aNY LYry�y BOTTOM RAIL °` O#i0 X, 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. 11 _ SUPPORT 2-1/2'SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. F . (2)#10 X 1"SMS _*; No.08705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 - THROUGH SUPPORT, e2 �t ; INTO PANEL PANEL -fu ACCESSORIES INSTALLATION 8 J ROSOWSKI 0 1 JJ��a3#10 XS dF' LQ ASSEMBLY __--.- INTERLOCK SILL RETAINER 1-1/2'SMS cowPooxra2mrvarW0u6TfU66,(NC. CORRECTED �� 04/06/17 ''.F .F�ORIDP,.•'�� ` ALL PANEL CORNERS. _ _ _ CLIP ATTACHMENT WELDED.NO ASSEMBLY1070 TECHNO OOY DR — ^ J — V AI' AL IENG�� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34276 ¢ (941}4801600 SGD-6670 NTS 10 OF 21 & MD-5570.0 9 A A.LYNN MILIER,P.E, P.E.O 66706 BOX SCREEN DETAILS: -- 5 STANDARD SCREEN DETAILS: +2a I. 100 1.29 120 1•l �L16} ,/ 132 rs—_1 1+6 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE I9° EXAMPLE 115 _ 102 111 �/g�•� 32 t31 ❑� G Cr .' -- 1.—.-]� 17.1 �(�� ,122too t o"�J"RVrl 112 116 +1a s ° HORIZONTAL SECTION EXAMPLE -120 -- ,04 102 HORIZONTAL SECTION - 7r 1.081 I - x 1.081 1.202 EXAMPLE - . 1.778 1.778 36 .875 —tea-.050 -.-t-.-060 .046-�-T 876-�►� �+- _ - 1.020-� - 12o SCREEN 121 SCREENt22 SCREEN OXO FRAME SIDE RAIL, ASTRAGAL 1.903 1.893 114 RAIL LATCH ADAPTER 062 PRODUCT REVISED BOX SCREEN BOX SCREEN BUXSCREEN as comp)In with the Florida ,00 tot BOTTOM RAIL 10 SIDE RAIL �.-.725 1'4381+- NOBuiTA-No. -0420.08 TOP RAIL- gg II .782 .4 mplra0on oat*04/14/2021 -*-.040 By tts ,14 1.020-� ��- 1.693 tas tze 002 Miam a ua on ro_ 1°t j 1.373 r- tet SCREEN VINYL 124 FRAME SILL 2 4 ° 1,872 T-- �3 2 4 a ASTRAGAL SCREEN 1 •065 1,833 O ADAPTER ADD-ON o L 3 I24- to/ 1�. b to3 BOX too BOX t°9 BOX SCREEN 1® (S)SCREEN OSCREEN OXO INTERLOCK SNAP-ON _ ASTRAGAL VERTI AL SECTION BUG FLAP ADAPTER -•----� EXAMPLE VERTICAL SECTION FXAMPkE NOTES: ``�� ��ON......N!����,'. ro" 08 1)ALL DIMENSIONS IN INCHES. J uOFNSF'•;�( --11,487 1.343 r- _ I!487 t IZ- No.58705 1.611 0 LE VINYL SLIDING GLASS DOOR NUA(LM) 10/05/15 080 SCREEN DETAILS $ J ROSOWSKI __ {E BOX SCREEN OX SCREEN BOX SCREEN HEAD " ' - O sTA OF 10B Aell STRAGAL 107 SILLADD UN 10°AND JAMB ADD-ON cowraoRro20 7 porw°uslRres wc. a� NO CHANGES THIS SHEET. �� 04/06/17 �'�O' ' �[ORIOA,.• ,��:`� ADAPTER ALL1070 T RIGHTI �NALt N.VENICE,FL 34275 --^ - --`� - (841}g801g00SGD-5670 NT$ 1 20 OF 21 pl) MD-5570.0 1141 A ALYNNNILLER,P.E O R. A P.E.M aATaa TABLE TABLE D:BOX SCRF-EN # Part Description Material # Par10 Description Material # Port Descripton Material 1 19001 2-Track Head/JambRlgl PVC 42 19086 BIII Riser-(2,1/2) 8083-T8 Alum. 100 12266 Box Screen Top Rall WW T6 At 2 19002 2-Track Sill -F d PVC 43 18022A SIN Riser-(3412 70") 8083. Alum, 101 12267 Box Screen Bottom Reil 6063 T6 AI .._._.. _....4444. 3 19026 3-1rack HapcyJamb Rigid PVC 44 19D23A Sill Riser-(4.1110' 6083-78 Alum. 102 12258 Box Screen Side Rall 8083 T6 Al 4 1OD28 3-Track SNI Rigid PVC 46 19024A 9111 Riser•(4.6/6) 606375 Alum. 103 84428 Box Screw Inteioek 6093 TS Al 6' 18027 4-Trock Head/Jamb Rigid PVC 60 _ 716609W .167"x.320"Finseal(Stile) _ 104 17347A Box Screen Snapan Bug Flap 8083 T8 AI e 19028. 4-Track SIN Rigid PVC 61 71695K 1-1/2'x 1"x 314"Fln Seal Dust Plug ~- 106 84346 Box Screen 0)0 Astragal Adapter 606378 Al 7 19009 Frame Screw Cover Rigid PVC 62 71898 Dust Plug 108 17349 Box Screen Astragal Adapter WW 76 Al 8 18031 Anchor Plata 6083.16 Alum. 60 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame$N Add-on 6M M AI 9 19007 Track 0063.78 Alum. el 76163% Tandem RdlerAeaemMy 9S 108 18038 Box Screen HeodfJambAdd-on 8083 T8 AI 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 7816W Tandem Roller Assembly Nylon 108 720XIX 414.20 x 1"M9 QTop Rall 88- 11 19036 Briton Reil Support 8083 T8 Alum, 03 78X76FPTX #0 x 314"Ph,FH SMS®Roger 6 Ralnt SS 110 720X112X 91421 If 1.112'MS®Bottom Reil 88 12 1DOW Outer Sill Qover 6003.78 Alum. 64 419042 Frame Meador Black Nylon 111 711MG Warp,.270"x.160'-Fin Seal 13 19011 Sill Track Cam Rig(d PVC 66 46052 Roger Ail,Hole Plug PVC 112 61WSK Watp,.187'If.W Q Bug Flop 17 19032 P41ook Adapter 8083-TS Alum. Be 44386 4 Hale Bumper Stop PVC 113 7SRAZ Standard Roller Nylon le 10020 P-Hook 60631BAlum. 87 ?SX114FPTX #8 x 1414"Ph.FH SMS®Bumper Stop 88 114 78RAX HD Roller _ S9 19 19047M Extended Kasper 6088-TO Alum, Be 716880 Sill Plug PVC 115 wdea Screen LoddngHardNare Steel 20 18029M Keeper 6083.18 Alum. 69 76180% Gamld Mortise Lock wlleng Vim plate Stec#SS 116 410053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC -70 71032XiFPFX 10.92 x 1"PILFH Me @ Lock SS 117 7eX1PPA #8 If 1"Ph.PH SMS Steel 22 18030 Reinkircement Bar BDOMAlum. 71 vales Handle Kit _ Cost71rx 118 1097/3/4 Screen Spurts-.160"8.185" Vinyl 23 19037M Fixed Panel Clip 6063.78 Alum. 72 19054 Interlock Retainer CAP Nylon 110 I 1816020 ScmoA Cloth Fiberglass 24 19MSM lRelviorcement Plato 8083.1SAlum, 76 Kommeding 480 TPS Spacer System TABLE E.STANDARD SCREEN 26 19017M Top Reil,Bottom Rall and L.ocksteo 600&T6 Alum. 78 Quenax Super Spacer nXr with Not Melt Butyl See Sheet 20 10048 Reinforcement Composite 77 Quanex Duroaeal 10 for * Part# Description Material Screon Freme I 8063 Tl5 AI 27 19018M Inledock,30D Reinforcement.,Std. 8006-78 Alum, 78 Caroline)Xi.Edge Spacer Matedale 12 0 12033 121 12026A Screen Frame Bell(Latah) 28 10013M Intddock.400 Ralnlomemerd,HO 6005-Tfi Alum. 79 pow Coming 986 or GE-7700 Beckb cki ng 818 e 8003 TO At cone 122 10363 Screen OXO e-Side Adapter 6003 TS Al 29 19019M Aetmgel Reinforcemerd 0006T6Alum, OO 18080 7118"6quoie Beed Rigid PVC 123 48M Screen Vinyl Astragal Adapter Rigid PVC 00 18083 Extended Pocket Intwiock Adaptor 805370 Alum. 81 7118"Bowled Bead Rigid PVC 124 180128 Frame 810 Screen Add-on 6063 TO At 31 19006 Interlock Adaptor Rigid PVC 82 19044 1.1116"Be+eled Good Rigid PVC - - 126 6FP05K � Bug FIeD.85+/•6 dura. Vinyl 32 lQ008 Astragal Add-on Rigid PVC 83 19046 1.1/18°Oge•Bead Rigid PVC 126 76X112PSATS W x 1-12°Ph.PH SMB(Assembly) 8S 33 - 19004 Panel Stile,Top/Boltom Rail Rigid PVC 84 18018 1.3118"Ogee Ssad v �- Rigid PVC712.027 Comer Kay Wheel Assembly(Standard) ton 34 18040 Interior Jamb Cover -� 6003-78 Alum. 86 77726K' Setting Block 112"x 4!'x 11161,86+/-6 dom. New"'I 126 71202766 Corner Key Wheel Aesembty(Fm) 8S• 36 19078 196•Comer Astragal 6083.76 Alam. 88 71720K Setting Block V x 4"x 11161,85+1.6 dura. Neoprene 129 vales. Somen Looking Hardware steel 38 18077 135•Comer Astre al Passive Mount 6083.18 Alum. 90 761PS7X 00 x 1"Ph,PH SMS a Frame Assembly 8S 130 710)34PPSDAX 010 x 314"Ph.PH BMS C Boman AeL 8S 37 18079 136•Caner Astragal Cap-Ext. Rigid PVC 91 78X114PHPT410X #8 x 1.114"Ph.PH SMS Q Rdnt Bar SS 131 78X12PPSM8X #6 z 1/2'Pb.PH SMS Q DoorAeL SS 38 16080 1361 Comer Astragal Cap-Int Rigid PVC 92 710X1PHPTl"X #10 x 1"Ph.PH SMS Q Roil Support 88 132 1692/3/`4 Soreen Spline-.146" Vlrryl 39 18070 90'Cartier Astragal 6063.15 Altar. 93 710X116PPX #10 x 1-112'Ph.PH SMS®Fxd.Pnl.Clip 6S 133 1818020 18cmen Cloth _Flbergtaee 4019081 90"CornorAstmgal Cep.-Ext. Rigid PVC 04 710X26PHPT18 BX #110 x 2.1/2'Ph.PH SMS®Relnt Plate/Ast SS 41 19082 90'Comer Astragal Cep-ht. Riad PVC 95 71420X2.25FPFX #12 x 2-11`4"Ph.PH SMS Hdr,Block 85 so 97 910X29PPX 010 x 0 x 31A'4Ph.FH SIMS Ph.P 9M5 x�t Pitt Urt. tt 99 B PRODUCT as om ptny REVISED with the Florida `��vvY rLYNNrrri,� 98 710X2PPX #10 x 2'Ph.FH SMS®Keeper 88 NOA-No. 17r0420.06 `J�l,.•4tcBNS ��� irrrplratlonPat• 414/2021 •,•�0 No.68705 -' VINYL SLIDING GLASS DOOR NOA(LM) m 10/06/16 try Wife product• on ra lfr4 ` PARTS LIST _ ,B J ROSOWSKI _ 00PYRI6M09o1 POTINaIBTRfE%m NO CHANGES THIS SHEET. _ �� 04105/17 . -'•�roRIDA,.•'�t'�` _ ur RrorlrsneseRveoENU``• NOTES: 1r)70'rGCI(t30L�OVDR 1)ITEMS 014-10,40-49,53-59,73,74&87.89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 _ .. -NOT TART OF THIS APPROVAL. (941}480-1800 A.LYNN MILLER,P.E. OF m 6GD-6670 NTS 21 OF 21 1 MD-6570.0 19 A p.EaSarne r - R .. J Miami-Dade County Building Product Information for N.O.A. 16-0218.03 Fi NOA ,: 16-0218.03 ���_(hbrarY/productcontrol/noa/16021803.pdf) Superseded—By File Status File Approved File Classification High velocity hurricane zone Category Windows Subcategory Mullions Material Aluminum Applicant PGT Industries, Inc. (pc-result detail app.asp?app alias=101544) Expiration—Date May/26/2021 Impact Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 170 Maximum—Design—Pressure—Negative 170 Description Series"PGT'Clipped Extruded Aluminum Tube Mullion-L.M.I Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key.(/building/pc-result key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MfAMMADE MIAMI•DADE MIANII-DADE COUNTY ROM 11 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)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy PGT Industries,Inc. 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: one:DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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. 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 proposes 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#14-1105.01 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,F.E. NOA No.16-02-18.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 7I JJ Approval Date:April 14 2016 Pagel PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05•) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision' B dated 10/10/14, 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 511 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue ez,P.E. Product ContV06 aminer NOA N0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-516 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial - interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved -on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product ContrVIEminer NOA No218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES._............ _.„1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.._..._...__...._._.._.1 � o ELEVATIONS_..._...._.__._..._..._.1 FIGURE I: MULL To 2X Woon..__....--.,__.2 ^ a MULTIPLE- FOPENING WIDTH FOR VERTICAL MULL ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS �,TO t%a MASONRY....__.....2 cY U MULLIONS / -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._._.. -2 � SEE DETAILS -RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. MULL TO MASONRY.._....___,_.3 In A*.G,H; gHApE MULL TO STEEL 3 N16 SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_.............._.._._....3 m F- I T DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WA 9 NOT USED ANc110RBPEcs.__, ..____.._3 z 1—kco IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYALTMULL INSTATECLIAS__._._.._..._4 O BAY MULL INSTALLATION__„_._.1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2 XX2X..125 MULL SPECS-.____6 J 1 375 MULL SPECS,._......_.S �� 1\ INSTRUCTIONS. _ 1 X2.75 X.375 MULL SPECS.____? 1 1 X 235 X.65 MOLL SPECS_......__B � Z � N � SEEDETAILS GS: IV / iii /_`tip SEE DETAIL6 5)USE COMBINED COMMON MULLION,SE£NLY TWO EXAMPLEADJACENT S ON PHIS SHEET AND SHEET 24.FOR MUL7IPL£UN TSESTRATION PRODUCTS TO DETERMINE PCONSI)DER RES�D tX3.125 Xm4X.12 MU LL MULL SPECS___.1 O p 1-- \ 1 X 4 X.125 MULL MULLSPECS._..S...11 � � SHEETS 2.3 --,�- I 1 a1HRU C; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS...11 Q 1 1 � I i I I i / SHEETS 2.3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. t 25 X.375 X.Mtnt SPECS_S._11 � \ 125%3.188 X.255 MULL SPECS._12 IL _ OpENiNG 128X 3.25 X.100 MULL SPECS--13 VERT. HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25%3.25X.624 MULL SPECS....14 MULL FOR 1.25X3.94X.624 MULL SPECS 15 � O LENGTH HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X 25 MULL SPECS._-----._..10 J Q Z SEE DETAIL E, 2 X B X.25 MULL SPECS..._._._17 r BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to '-1.20%211 X .�- SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Y MULL SPECS.__...18 MULL SPECS.._18 REACTIONS. 30'X 3.25 BAY MZ Q N O 45°X 326 BAY MULL SPECS.___20 Q 8 O Z MULLION 6 CLIP DIMENSIONS__21.23 F- J FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-&443;ELCO ULTRACONIAGGRE-GATOR NOA•S EXAMPLES t 6 2._...._........_..„_..24 8 ' PRODUCTS MAY LOADING EXAMPLES..______25 W SE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED$TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH D pOp �� PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q 0 Z:O Lu O gp N 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ _ /SEE DETAILS {a{ .� NoatONTa< A.O Gyt, 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING IF-- I SHEETS 23 WIDTHIHEIGHTOFEACH INDIVIDUAL MUWONCOMPLIES WITH THE REQUIREMENTS OFTHIS NOA L LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REOUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. I---OPENING WB7TH--1 _ I---HORtz MULLLENGTH---i2)CHOOSE A.MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. -"1 LENGTH I— 1 t IIr� !OLM �- 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS”RECTANGULAR'OR'TRIANGULAR1TftAPEZOIDAL'. oPEroNa ED 4)FIND THE CHOSEN MULLION'S MUWON CAPACITY(LBSIFT-)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING �R�UCi R>;VISherFOR B complyingwIm 16c FIDtiALTHE MULLION TYPE•LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY).THE Iluildtog CalcOEC L OL �' �' HORRVVEURT.. MULLION CAPACITY(LBSIF P)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN ABc0cp1m oirwi �IMu� TH STEP 1).L By 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Mi REPRESENTS THE WINDLOAD TRANSFERREDTO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY. M18mhO6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `���1 ( LYNNSINGLEMUWON SINGLE MULLION -"F0RVERTICAULL oPewNG mD1H ANCHOR/SUBSTFIATE/ANCHOR•CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `\�`,\�\-;,%CONS•. !F F '•.P FORVERTICALMULL CAPACITY IS MET. '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBS/Fr FOR THE W: No.56705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS _ g _- VALUE ALOWER ANCHOR CAPACITY OPTION MAY BESELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 0)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION : � . ITF j e2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 'ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. i G •ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. �A!L 71J 1gt;NiP�. *AISISIOO.07/S2-2010 1'1 FL P. . 58705 i DETAIL A: DETAIL B: MULLION o MULLION TO 2X WOOD BUCK MtrLLt°N MULLION ATTACHED TO 1X evcKsiwP TV,ANCHOR ff OR WOOD FRAMING WOOD BUCK AND MASONRY ATUC:+MENr PERSUBSTRATE, tB,Es T =Y �+ (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY 07HER9, t 6EE NOTE 1, to 041i I MULLION SHEET 1. A - igt� � }- ! SEE SHEETS 'U b I t RLN 2dICSI •• ; •'` EDGE W EiTHERTHE I i 2t-23 FORHOLE 4 t { CONCRETE ORCMU'� DISTAt10E, M 9TANOARDOR I LOCATIONS e t,1 SEE SEE TABLES _ OFFSET MULL EDGE e> 1 CUPRIAYSE EOGEDIS?ANLE 1&188 +� N i -' DISTANCE O 1 a FOR MASONRY -7 INSTALLED BY 4 e I II \ ^iOR WOOD / . TMS 6lEtt{OO. SCREW9 L I I I q �ANCHOtis W� d a sao MA1cFOR c• a t 1 SIDE VIEW Z vy . .a ALL MULLIONS „-� q 4 a ♦ ERHER THE .'� j a• a. ° STANDARD Z d m S` 'G a - ✓'moi a '.a a a d, OFrseT MULL 2 �z - 4 n u LLC` o C{tP NAY BE � o a IN9TAlLEDDY '� h ' 3$ a a o' av EXTERIOR EDGE '� A THWMETHOD „�j UD 7 Z e n G q. a 015TANC8 `a 4 Z r e{• A FOR a A. a Z Z O a MASONRY a Z CI LV LRE ANCHORS _ - A�ENDED FQR EXTERIOR FRAMS TYPES. U) O TYP.MCHOR TYP_ANCHO" a� � TYP.ANCHOR PER SUBSTRATE, - PER SUBSTRATE PERSUBSTRATS, / EDGE(E LE9IB•168 TSEE-ANTABLES 18-168 SEE TPBtES 113.188 // EOGEIEND _ DISTANCE SUCKS(RIP SEE AND EMBEDMENT BUCK P 18--16R TABLES T'-'�; -•_ATTACHMENT EMBE�MEtif• 3 BYOTHERS. ATTACHMENT i E '' 1 $96NOTEI, 3 •,/ SYOTHERS, SHEET'I. SEENOTE I. _ SHEET 1. . - r MEI 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW, PR140UCS REVISED .cuniFlyhlJ;With ae Flaid+l FRONT VIEW Bold n¢Ooec Ex iratiuDe x'21 IN NOES: B i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. S.Sami ltoduet 2)QuANTrrY OF ANCHORS AND MULLION SIZE SHOWN ABOVE E FOR PICTORIAL III ONLY.BECAUSE THE ANCHOR CAPACITY SBASED PARTLY ONATHEANCHOR TOANCHQREDISTANCE, HE .. ttl((jj4�� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. ?i t NO.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. = 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, •ty ^ 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED Sn ��^ '�•.�LORtgP.•' ELCO ULTRACON OR ELCO Ito'S.S.AGGREGATOR MASONRYANCHORS. `ff S Sf ��` ()NAG. A..L'S 4MMILLET2;�.E. FL P.F_#68705 i . DETAIL E: DETAIL C: Tea Mort MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CLIP) 1)MAYBE INSTALLED IN'TEE'OR'CROSS' (STANDARD CUP SHOWN) INTERSECTIONS. VARIES pY 2)MAY BE INSTALLED HORIZONTALLY EITHER THE 7YP.ANCHOR (sHOWN)okvr:RTtcALLy. EO STANDARD OR PERSUIMMATF, SET SEE TABLES 18-138 L 3)SEE U-CLIP DRAWINGS,S14EETS 21.23 ' TOP VIEW FOR CORRESPONDING MULLION. (13 1. IJ OFFMULL Z INSTALLED BY EDGE DISTANCE 1--IAULUOR 0 FOR MASONRY ANCHORS VAMES 73 t-u 012STEELSCREWS. 0 x 0 SELF-DRiLUNO OR PREDRILL 2 q: U) A KM ONANDUSESIAS p U ELJ o ED c) EXTERIOR ,d a 4- 0) (0 z 4 SET 'P'3 n EDGE DISTANCE *NE OF" FORMASONRY _:MIIE-1 z s. ANCHORS ZINTERSECTION E N_ED L Gj L rEXTERIOR ..4 < Z tT 7YRANCHOR _0_,BUT My U-CUP B US OR PER SUBSTRATE 4 z SEETABLESISmS Q 0 TYP.ANCHOR 1_^114 SEE SHEETS 21.23 FORS �HpT PER SuastpATF, HOLE LOCATIONS AND SEE TABLES 18-132 FRONT VIEW EDGE AITACHMEW DISTANCEcn- BYOTHEERS. SPETABLES cn U) FJAMWENT SEENME11, iB_Im SHMT1. z 0 EDGE DISTANCE U142.7KSICONMETEORCMUSrawLES SIDE VIEW MIN 23 KrACONCRETEOR CIRO 10-139 2255 6 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) INSTALLATION NOTES: /-STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. TYKANCHOR PER SUBSTRATE, SEE TABLES ID-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEESHEETS 0 PROUILICTRUVISCID CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR as wiliplying with the t1mida HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. LOCATIONS Acccpl�e 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXREAD OR FLATHEAD. `tiMULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ly?........ AGA 0.2 0 , D 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAVE COUNTY APPROVED L EDGE ttrf ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE WIN FOR STEEL STUDS THINNER YKAN SEETABLES ...... Z(8 FRONT VIEW 16 GA AMD COMPLIANT VVITH THE FL BUILDING 16.138 CODE.A 2XW000 SACKER MUST USED. 'yr AlTACHMENTSYOTHERS. USE WOOD ANCHOR SPECS 140 EXTERIOR SIDE VIEW NOTES: l� 1)FOR 2X WOOD.RACKFD STEEL STUDS,WOOD g ANCHOR VALUES MAY BE USED. PLORIO.. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS: A.LlY Nq,��1\61E I P.I— FL P.E.#58705 ll DETAIL F: RETAIL G: n DETAIL H: ® FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ��5' (F-CLIP) (ANGLE CLIP) (ANGLE CUP) SEED A3. qyr u� SHEETS2AN2ANOJFORiHSTAIlAt30N 50.OR 45' � TO SPECIFIC SUBSTRATES. $AYMLL tdUtLiON � 0 0 d' EO O O OO 0 O O O O W SO I 70P VIEW 2 IDE VIEW sltowN wnH rxa x.t2s TOP VIEW ' I coWU a MULLION EXTERIOR I i i i 4=/-PPERSUBSTYP.ANC�tF, :5 SEE TABLES 1580R toe x >? STANDARD MULLION CUP i TYP.ANCHOR i I :2 W MODIFIED TO FIT FIELD 3 I PER SUBSTRATE, t I EXTERIOR = Z SE£TA$IES 18548 9 I J CONDITIONS. I f i I � d z r rXb`ANGLECUP, F- 2 4 oa c I I I I 2FfR Altftt.tON END,MUSTBE Z O N MULLION I I I INSTALLED INSIDE WHAT 1AULt- p pD O W 2`XS'X.127 8 N y y- Q iI I 1 1 PER&WWONEND, U q I I 1 MUST BE INSTALLED 1 INSIDE OF LULL. _ m s'b m i TYP.ANCHOR cb —PER SUBSTRATE. SEETABLES IB•143 ' twovioOD, STEEL.ALUM INT OIYDOD.STEEL, STANDAROCLPTODE EXTERIOR OR MASONRY EXTERIOR ALUIA.CMU OR MASONRY MODIFIED IN•FIELO, EXTERIOR (RI (.Jf •6L- PRi".AVCT REVISED as complying with dha RaTids tINTO WOOD,STEEL, � Ampio ceNNo Va- 111 ALUM.CMU OR,LU15fluildingCoda 0NRY (EDGE 8giintion Dato . L! DISTANCE PER 8Y EDGE gy_.. ANCHOR MiAml Dt$TANCE E PER ANCHOR D NOTES FOR INSTALLATION OPTION O d H: ty 4YNA' NOTES FOR INSTALLATION OPTIONS F: O t)USE 2 ANGLE CUPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. t)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28`X 2.77"X.125-MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE -4 i; NO y1}T05 y 1 LOCATIONS. - 2)SEE TABLES 1B-130 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 15B OR 78B FOR ANCHOR QUANTITIES AND SHEEP 22 FOR HOLE ttyIY 'K '• Tf .�: � 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION. LOCATIONS. OL� r ,LOffRtiq �G, FL P 58705 TABLE 114 Mellon Capacity TalstG tb 4) OpeningW1d01(forver9co*spord mtNons)orOponingHeight(torhoftDrt8*Spat7ttgt1 em) s01- so In 101n . 00 in , 90 In 10061 {loin i40N i60tn Rt6tmtyNt TnPtTdmp. Reclattg�tar 77aptltt4lp. Rect4ng9m nePtrdmg. Radanydar Twptl wvl Redang,dar 4apt74en8. fted.War 71aPRd 4 Rodargtder 1$4t4T4mB• Red et p a 1702X.126 Lo6dng Loada9 1.oedog Loaft Loafing tmdg tcad6V tnadag L+oadn8 tuft to ft Lodd/p L06dn9 I.oaft Lwav T4��0 Rates er TraLoaft kite Alum.Tube m T ulflon I 4211112 1 11 .1 � � 121 11 11 � .L 42 It 111.0 406 12er. 332 03.2 406 110.0 325 70.0 400 107.0 321 69A 400 104A 319 82.1 408 104.0 310 55.9 400 101.0 )10 N.6 '100 104.0 319 39.9 400 10{.0 319" 35.0 400 401.0 318 J 40N 74,0 312 6114 208 524 312 73.{ 252 53.0 3t2 07,0 240 46,8 312 03.2 248 41.6 312 61.3 244 37.5 312 61.0 244 312 312 64.0 244 28.6 312 CIA 244 23.4 312 a1.0 244 _j LLI 60,02614 63.9 2611 X6 234 632 28f 61.5 228 45.0 261 55.7 224 39.0 281 S21 222 35.5 201 60.1 -220 31.0 281 49.3 2te 264 261 40:3 210 all "201 49.3 210 20.0 204 40.3 219 � �g O 64m 626 247 5714 207 470 217 4148 202 370 Z47 K6 109 32.8 247 41b 100 292 247 3914 184 20,S 247 36.4 193 21,9 247 30.1 193 10.0 247 =I 193 10A 247 30.1 193 Lb Col (- 60h 30,4 200 11.2 170 32.0 200 35A 166 27.4 200 31,5 163 24.0 200 28.9 160 21.3 200 27.1 159 102 200 20.9 107 We 200 25.0 Ise j 038 33.11 161 3S,3 155 27.6 lel 36.3 152 21T 161 28.0 149 20.7 tat 24.8 146 16A 161 226 t44 Ise 161 21.7 143 .' Z .'E 68 Ln 26.6 MUS '" 163 28.1 139 20.0 105 23,1 136 10.0 !65 21.0 134 2 721- 222 132 10.0 its -16.0 130 VA 1167001 1814 125 10.0 107 - U378b . TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Ii AnchorCeelT041te bs ANCHOR CAP.,,,.,,,• <!3 c l Stdetmtc 2,7k cemmle 3.511 Cana Heoow CMU FAM CMU PTWmd Maki (OP-)X{ )=ANCHOR CAP.,,,, .- Yi6'£ko 1tC SS Esso Yi6'EteO it('SO Eko 610$led 6f26isd 1N2 Sled MULLION CAP.,,d,,,,,, 4!1 Anchu Typo: 3tt6'Ek0 t6tmkm 7t4'Eko tOtrasm Y16'Eko LlOraem 114"Eko UNacon X. AnohOrCllpPatttme uur4c9 Awrtemor Uncom AmTeWw.Scron(O3)Sc"PS) Scrow(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR iL' Ly Edpo Ofstanco0nk Y vir I i• I 2-1tY 3-tw t• 2.1w t• &ltY Y 3.116' r ear 954• 0224• CAPACITY REQUIRED'CORRESPONDING TO AN F= Embedment in 1.314• 1.7r4• taro• 1ar4• 2• 1.114• 1.114+ 1.114' 1-114' 1414' Mir r Wr8• ilw wles ACTUAL PRESSURE REQUIREMENT FOR THE C? SQ¢ 0 2AneMm®8.75 Mk O.G.tOtaaaertl 8110848(13ta tfq.fk 300bs 3903m 450th 090(06 104422 2110166 26016a 3540>a 7401Ds 3741m 6641W '84098 341 ten 4421m SUtms OPFJ4ING,WHENRIS LOWER THAN THE MULLION (<L It G N N 4Andaa 101.15 M1-,Mr.18lenooN(otGbH)CUP(FW. . 4808$ 70008 WA WA WA WA 30004 .WA WA WA WA WA 562®8 ear. 1(208$ CAPACITY(FROM THE TABLE)OF THE SELECTED ��� 4AndrofagQ 3•MIn,O.G.li2a?48Ang10 CJPa r{rp.l7 79pim 7600n 6006» 15601m Malts 54016$ 56016$ WA Teo n3 74e1m Wells 1692 ten 002 b$ 885 m 112016. MULLION.IT WILL YIELD A MINIMUM ANCHOR ' •' 2 An:eaa 0 0.45"Min.O.C.t tPOlp.ialo.125"Amm.(Ft.4); WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71a ies CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arpa7l (Fig.By. 1B510a 193 iba ?250N 44$161 622188 tis tt» 140188 1779w 370 k$ 107IM 337164 J. 17088 2211m 260160 ADDITIONAL ANCHOR OPTIONS FROM THE 2Mo6tpa 1.iSMN.00l F12W tF19.ek 2408$ Man WA WA WA WA 190ma WA WA WA WA WA 3411 k$ 442 ttb b6016s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2 TABLE NOTES: .-. PR omplyi RGV45m to 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 01 cOmptytna with ihtFtnrih SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.0Q0+ Buildin8 Code + Actcplw.N7 X432) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. irmi Date 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2f-23. 13Y do P ea �" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0N\%........... . ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125• �`�ti0�(4YNN.A;1<[Lc tl frr CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL BE PRMURE-TREATED FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL.BE 6063-TS AND BE A MINIMUM CF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT VX r X,125"MULLION ' 7tS746 * LL�11 �! 0 • THE MATERIAL#t 8 A 2 T.1261 THICK AND ANCHORS INTO WOOD MAY BE STEEL EXTEND.ALL ANCHORS INTO METAL SHALL 8.6 S.S.OR LEAST S.S,CREW THREADS BEYOND =tr; tSG.` ' A.LYNAII R,Y.E. FL P.E.#68705 TABLE 2A a � y Montan C*8wTaIato aw 0paningWldlh(TorvDl6caDy arm" mtBtons)or0 entnoHalght(lorhotl2onl6Bysp6rnirtq=111am) C 501. 60In 70(n 80 in I Win 100h 120 81 i40 h 1601n 8S � Re01vpt6v Tt6pRtf3ry. R40taryWar t,apR'tlatp. Rect.n90t.t Trop77nmC• ReNanguly ha7J7d3zg Rttlatp�s:ar T1aWTnanp. RadV4UUt hmprhl v Rect"vLes7 TrWRI&y. RoWtotdr T7aptlnlg Rft1wquar W49MAIV r 1x2x.3Ta metre t=*M Loo6np Lw&q L4adet9 Loo t9 tw&v L d4V Latdtn0 Loaf Lw6n0 Loa9ro Loalro .Looft Londtn9 L*3" too1v L..*V {cS= ufonb6 � SYS acq iml 1 x � NU 42h 1704 am 17410 495 151.3 692 1700 .476 129.7 662 170.0 We 1113.5 602 169.5 818 1009 682 10.8.0 617 90,a W2 16a$ 517 747 662 1669 617 64.01 an I 1669 517 5617 DB2 160.9 617 Q 1„ 401n 121.6 607 1300 419 101A 507 11&2 410 W.9 501 10&7 403 780 501 1020 379 67.6 507 896 397 60.8 607 098 396 50.7 607 9a.0 308 43.4 SOT 99.0 390 38.0 507 age 396 SeWStn 1037 450 1148 379 004 450 age 371 74.1 456 90.0 364 SIA 459 $48 360 674 456 61.? 357 61.0 450 $40 356 432 455 We 358 3T.0 450 80.0 356 324 456 We 356 ,",�+ 0: 70. 54 In 85.4 400 93.3 336 71,2 400 609 320 61.0 400 72.7 322 S34 400 07.3 316 47.5 400 W.0 315 427 406 62.3 314 956 4OD 61.8 313 30.5 400 6L0 313 26.7 40D $/.0 313 m O Sato 823 324 GS$ 270 61.6 324 67.5 270 K6. 324 51.2 264 3L$ 324 46.9 260 30.6 324 43.9 257 WA 374 42.0 255 20$ 32A 40.5 253 222 324 005 253 !$.5 324 40.4 253 S 93h 510 294 $7.4 252 446 294 49.2 248 304 294 43.6 241 3L8 294 39.9 Z77 299 204 37.1 234. 28.0 204 3S2 293 224 284 US 230 192 294 334 230 199 204 334 230 xr 7 o Wh 400 260 494 230 310 265 42A 225 334 260 37.5 221 29.2 20 34.1 216 26.0 266 34.6 215 23.4 268 WA 212 196 268 20.0 210 16.7 268 27.7 200 U.6 268 27.7 209 r 72h 30.0 225 37.$ 196 20.0 22S 322 191 25.7 225 211A 1W 725 225 256 105 200 225 216 1O 180 225 2Z1 180 14O 229 20.3 177 119 226 196 176 11.3 725 196 ITS y� 781. 30.8 202 32.0 177 2S5 202 27.2 173 21.9 ZO2 23D 170 19.2 202 21.5 167 17,0 202 19.7 163 183 262 10.4 163 126 202 16.7 180 10.0 202 1S9 158 D4 202 1148 158 a�Z TOM 78,3 192 29,0 188 23.6 103 2St tl% 20.2 193 22.0 1$2 17.7 192 19-7 159 1ST 182 10.1 157 14.2 182 ta0 155 11.8 102 152 152 101 t82 10.4 t50 6.9 102 14.2 ISO 60h 4afi 144 19.0 128 164 144 101 126 BOM 15.2 127 1&0 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: tq d Ancher Ca cl Table ib6 ANCHOR CAP.o,u lU ?C 6We1M6 2.7k C4114t4te 354 cm. H0996 CMU Fnedcmu PT~ Mad+ (DP_)X{ }-ANCHORCAP.•„ B, 04 (n fA St1S'Eko 14'SBEtw Y18'Eko 114.83Ek0 YII)SWI x1261W a128teal MULLIONCAP.,e,,,,, A0eh0rTy0a 3)48"E7oo tlAncm u4'Ekotrdmcm 3rs6'EL-a VOacon 1N-6twi&nacae X q '. AnehorCOpPattOme tA6.em ApgKl4ia (r34con A9pre04/or Som(G5)Sctew(65) 6mew(GS) USE THIS F(DRMUTATOOt3TAR4THE f1NGHOR d � Lfth.irxent 76tFsmne94nk1• 2-V2• i• 2•V2• 341w t• 2-Hr r 24r2• r 3•vr r 0.49• o5r 0.924• CAPACITY REQUIRED"CORRESPONDINGTOAN � Z co 04 t-3(4• 1441 1.314' 10.)4• r 1.1x4' I 1•e4" 1 1.114• 1-114• t•V4" 1-114• r lair tarn w" ACTUAL PRESSURE REQUIREMENT FOR THE 2AttUg4.@1.r5'Mh.o.0./6landamm04eetOp<Fq• it 390w 39Dtb3 450 m. 890U3 16441Ds 270 to 28D D3 1 354 tbs 740 V. 374lbe Ui Ro 04e 91 4421b. 680W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnOmn Q l.1V Mh O,a l BtMAIN(of 0*61)alp(Fp.2T 480M 700x4 WA NIA WAWA- IMA cs WA NM WA MVA WA eatrm Suits 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED -1 4 AA04M03•Mh O.GI¢)7a5Anple C4P37lF4•?!: 7W o0. leo ma Baoe4 !Moths 1098th@ $4061 m. WA MO lbs 74SA WOO 1892 ros 0B2b aestbs neo 6n MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 An0tnt6 @ Q45"Met.O.Q 1 U47y h'0..12V Af=,(Fp.4): WA WA WA WA Nal WA WA WA WA WA WAWA NOL 7451b. CAPACITY WHICH MAY BE USED TO QUALIFY IAmhatr-Cap(FW.5k 195 to 193 bs 225m3 445 eu 022 me 135 to ms 171 ms 370 mstelanW4r3mM170 cs x21 uw Zea ou ADDITIONAL ANCHOR OPTIONS FROM THE 2Axha.@t.WMh.O.CJF--CPpjft4 240 Mo 9W bs WA WAWA WA im WA NIA MIA WA WA 3911b4 442t6s Sams ANCHOR CAPACITY TABLE. NOTE.FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 3: FIGURE 2- TABLE NOTES: PRODUCT RBVISBD as complying wI%em Fronds 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Du1)dMg Cp4a 3 �_ _7;711 � SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -( 1.0001 t- A4acptanco N01 -� ' kxplmlionDSte1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Dy FIGURE3: MI_ lteAlcl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR E%ACT DIMENSIONS,SEE SHEETS 21.23. 11( AHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• �1 JJ ( LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, y�����qC1 ANGLE CLIP MUST BE USED IN PAIRS. �` LIGENSC•,t<¢ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE TREATED ° = 1s' No.58705 7tr YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.125" = THICK.STEEL.STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT VX Y X.3751 MULLION �i LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = 0Ir THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,164)S.S.OR 410 S.S. -C?'. .r Fb !A.fLYNNMI Wl,"p;E. FL P,E.#68705 TABLE 3A Mullion Cologutty Table tbatf?) OpaningWWth(for witicatty-sponni mt0lotls)orOponln01H ht(for hoil2onto*sparinugmt39ans) 00111 60M 7ah Vo to >b to loom 120111 1401. foo in '1X2768 Raaangear Ti4p7nlrp. Reelarydor newldenp. Rect-oul- Tnpm-2, R4Umodar 17ap1TAo6p, necwNpar Twmana. Reelafgder R9 d to04Ng Lowalt kaadnp taadnp I0.av taadm toadn0 Load" Loa*4 Losdap L4adnp da>8 m Loaar 'f LoadMM pa of TtLoading 1.00*0 Rm a TrLN aa, g Q �7Tub66 Al � 1. & @ r kiY le MIu010o h r7� r7 a 1f� cY E g $ � g N g ~ 42 in 170.0 620 170.0 435 170.0 714 170.01 478 170.0 Vfib 170s 5pV 170.0 992 170.0 610 1170.0 1110 170.01 621 1170.0 1240 IMO 521 149.7 1301 170.0 621 1121.6 1301 170.0 621 111.6 tilt 170.0 521 0 18 in 170.0700 1170.0 04 170.0 850 1700 584 170.0 092 170.0 830 itOA 1103 17x0 081 151.9 1139 170.0 911 113114 1139 170.0 680 113,9 1139 17os 690 BTA if39 lids 680E5.4 1138 170.0 680 1101VIla t7Gs 747 11110 603 170.0 696 170.0 631 187,E 1052 1704 894 140.6 1072 170.0 723 130.6 1 1032 170.0 747 117.4 1032 1700 758 979 1032 170.0 759 039 1032 170.0 7.% 73.4 ICO21 170.0 756 Q' 041n 170.0 797 170.0 812 161.3 607 (70.0 691 135.2 9o7 164.7 730 120-91 901 1525 720 107E BOT 145.0 714 B5q 907 541,1 'to me 007 140.0 709 68.1 007 140.0 709 605 007 140.0 709 LU 80 In 141.1 735 151.9 625 117.6 715 130.3 811 1o6s 735 ties 099 542 735 1002 690 78A 735 99S EKf 70,6 735 95.1 678 58.5 735 Of.5 514 IAA 735 91.0 674 44.1 735 91.6 $74 (0 J win 1219 so 130.0 570 tots we III's 667 $7.0 7168 98s 647 762 666 814 636 67,7 666 aas 53t EiLp 669 780 s28 we 668 ns 521 43.6 650 76.0 521 38.1 660 TSs 621 "�� J 66 k, 106.0 607 112.4 672 09,3 607 90.1 711 75.7 607 85.0 501 66.2 607 77.1 49] 619 607 714 4B0 63.0 B07 67s 431 N2 007 834 478 37s 607 0-7 474 33.1 007 02.7 474 72111 Ills 810 03.6 443 419 5f0 T3,o 434 68.3 tO 60 426 61.0 610 6Ts 419 45.4 510 57.3 413 40,E 610 50.0 406 34.0 610 459 402 292 510 44,4 309 25.0 910 44.3 399 TO In 694 450 724 400 67.0 458 01.7 392 49A 455 64,1 385 43,4 468 454 '378 Me 458 44A 373 34.7 458 41.6 368 259 458 37.7 362 24.9 45a 36,0 369 21.7 463 30.7 358 78 In 642 435 67.0 301 53.6 435 58s 373 45.9 433 49A 300 40,1 433 M.7 360 35.7 433 40,0 355 32,1 433 30.1 351 28.8 436 34A 344 729 435 320 341 20.1 435 322 340 90 in 415 327 43.1 200 34.9 327 3&4 283 a 26.1 377 2E3 276 232 377 26-7 271 209 327 23,7 208 t7.4 327 21.0 262 14.9 327 103 256 2 1(3 � C Q C ~ T 98h 344 2B7 13,4 257 29.7 287 20.8 252 21.6 2B7 23.1 211 19.1 287 20.8 210 17,2 257 19.3 237 144 287 189 232 )'• M �103In 242 227 24.7 203 20.2 227 20.0 201 10.1 '227 10.0 1115 - X o0Stan 223 215 ZL7 194 1&8 215 19.1 101 9 W 120in 17.0 101 17.0 is? X CO co TABLE 3B ANCHOR CAPACITYADdUBTMENTFORMULA: D`t e� ,N N Anch.5%co c Table ba ANCHORCAP.,�,.,, �� OHO suosw0 2.7tCakrlte 3.SkCpw. MaaowGAU EpIMCA1U aTNbo6 MSUI jpP,)XC }=ANCHOR CAP. � � De Amfwiypo: 3(t6•EkoMuon 14•Ekotmrum 5ttrEko 31101 Eke Macon t!4•Eico1.0000011 1W 50Eko 5119'Etoo 114•SSEk. 1110Stwi a129kel a128ied MULLIONCAP.,�,,,,," "' AnehorCBpPOriemq Wtmcon apQecew. UOxon A99reawr Se w(G5)Se w(G5) &WN(G6) USE THIS FORMULA TO OBTAIN THE ANCHOR EOpa OhtanaotW: r 2411 r 2.111 3.110• 1• z-irt 1• 2-111 r s•fr11' z• 045• aa4• 0021 CAPACITY REQUIRED"CORRESPONDING TO AN Embedmm18n1 1.30• 1414' INIIAMA 7 i-14' 1.114• 1.14• i-14• 1.114" 1.14• r 1.318• t•3m• VMS ACTUAL PRESSURE REQUIREMENT FOR THE 2Ane6or149475"Mh.0.C.+ Immraoroauicbp iT SOOLs 39om4 s 1844wa 2r/u,0. 2800a 3S4L5s 74of� 2141119 6641W a55ua 3i1Ms 2100 163 OPENING,WHEN IT IS LOWER THAN THE MULLION 4A,Kion01.1sMia0.C.7saman9(orolse0Clpft.2) 430 ms 700105WA wA 3501w wA WA WA WA WA 692 as m516s t12015s CAPACITY(FROMTHETABLE)OFTHE884CTED 4 Arxhs Qr Wn.0.C1(2)2a5AivI&r3Vp31 ffip.3k 780W 780ib1 9 t ma UOibs WOOS WA moth 746 wo Ileo lbs t692Ih 1102109 605109 1129 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Amhas@0.4YMln.O.CIVCl ,into.126•AMn.(PV.4y. f0A WA WA WA WA WA WA WA WA WA WA WA lis 2. CAPACfTY WHICH MAY BE USED TO QUALIFY I AMLW r FL9p(Fl9.s) 185nu 195 roa s ez2 ma flims l4olw 177911 ST0 D7 101110 332153 41309 »090. 221IN 2801N ADDITIONAL ANCHOR OPTIONSTROM THE 2Amtnm01.15•MR.O.ClF42tp(F+o.s: 24035330 ftNIA 874 f90W4 NIA wA WA ttA WA 34109 442. 550ib3 ANCHOR CAPACITY TABLE. NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED .S camplyin8 with fho Via" Building421de FIGURE 1: . FIGURE 2: • TABLE NOTES: AmoptancaN91 'd2i$.( 1.000• LSplrolioODale ft . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, f ii RudnaLr� /J SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. L! FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. - ��1111`(LYFlhrCT7f/,i 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' `�`;4�'ue ytGEnfSr,Ile r' Eo 0t� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A FIGURE A: FIGURE 5 FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL BEPRESSURE-TREATED 375" 0: L/ } / 'tl YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.1251 -T 4 Ib l7 UJ" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE t '�U ' S t.)E F LEAST.126'THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t X 2.76'X 376 MULLION (`� �(ORION.--' " THE MATERiAL#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 SS. 4YM�) {lr FL 58705 TABLE 4A Muition Cs sa TableWilla � Opsnlnp Wldih(la vefficalVspemirg MUU*ns)orOpsnlnp Hsiphk(for holimnto"amlrp m1150m) LI 501. 6DIn loin 80N coin 100 to t20N Join 16oin p RWtingaw Trwilaoo. Itectergim Tmgrdm Redb0fobe TN;Mwq. Red-we, Troodwo Rxton9dm -W7dan9. R *V- hep77dm+g. RWf--oWw Thomwel. R"WrIg w hoWmefq. Recl.nower ymmen9. q 11x2.76fc Laad4g lnadq lnadn0 LoaftLoa9.9 Loadf6l Loadtip Lowing Loading Loedro LoadnO Loaft Load.p Loaft Lp3dnp Lmdno too" Lolling y ASO Alum Tubs _ mullion � �. 1 Ic ! 1 1if 'm l � g 111, 1 .41 z � � a 42 in 170.0 a" 170.0 435 11704) 744 170,0 476 770.0 668 170.0 508 170.01 902 170.0 519 170.0 1118 170.0 521 1704) 1240 170.0 521 170.0 1468 1170.01 521 155.71 te20 170.0 521 1388 1820 170.0 $21 J W 48 N 170.01 708 170.0 624 N0.0 850 170.0 We 170.0 002 170.0 630 170.0 1 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 860 141.7 1417 170.0 080 121.6 1417 170.0 Get 100.3 1417 170.0 680 S w.825In 7180 1 747 1788 503 V0,01 890 170.0 1 031 170.0 1 1048 1170.0 864 170.0 i195 170.0 773 1625 12W 170.0 747 1483 1288 170.0 760 1214) 7286 170.0 758 104.5 1288 170.0 756 01.4 1268 170.0 756 O U.1 cr 5410 110.0 797 170.0 012 170.0 858 170.0 891 17pA 1116 170.0 754 150.7 tin 170.0 003 133.0 1130 170.0 A37 420.0 f1301170.0 858 100.6 2130 1701) eat 88.1 1130 170.0 eel 75] 1130 170.0 eel m c) H 60 in 110.0 685 170.0 701 U6.5 915 1623 T81 1285 915 144.5 746 100.9 915 1323 735 07.6 015 123.9 726 $T.a 015 1185 720 732 056 114.4 715 62.0 015 114.1 71S 01.9 015 ii4A 715 J 638, 151.6 830 fei9 lilt '128.5 a30 135.9 694 158.5 530 123.2 681 940 030 1122 6R7 84.4 830 1044) 882 75.4 4)30 119.4 658 63.3 830 94.5 640 642 SM 04,1 640 47.4 630 94.1 849 8 as I, 1321 767 Joao 850 flu 757 1193 am 94] 757 103.0 024 82.6 757 98.1 Sf4 73A 757 80.1 4)08 68A 767 84.2 500 55.0 767 79.0 503 Q.2 757 782 501 41.3 767 782 391 � L S 7210 101.7 030 100.6 $52 04.5 am 914) 540 727 038 80.1 830 63.8 0.78 722 621 68.5 We 68S 514 60.0 1130 02.3 508 424 838 5122 500 36.3 818 55.3 497 31.3 838 55.2 497 J o 78N 833 571 904) 4811 721 571 785 188 8, S7i 874) 476 $4.1 571 80.8 471 480 STf 65.8 464 43,2 677 553 459 380 671 QA 457 304) 575 14.8 447 27.0 671 44.3 448 78 N 00.0 $42 83.4 474 66.7 542 700 485 57.1 542 821 436 50.0 342 55J 440 44.4 642 $14) 442 40.0 612 47.6 437 33] 642 429 420 28.8 642 40.6 425 280 542 40.1 423 00 N 57.1 407 53,7 381 434) 407 484 355 37.2 401 30.0 340 326 407 35] 30 289 407 321 338 20.0 407 20.8 334 21.7 401 20.1 327 188 407 N.1 322 18.3 407 23A 3110 Q K Z 95 N 42.0 368 44.1 320 35.8 355 372 M1432,A4 300 288 3% 26.8 306 236 358 28.1 300 21.5 350 24.0 200 17.0 356 214 269 15.3 3511 10.2 294 i �IMIn 30.t 281 30.8 253 25.1 293 259 5 241 fell 263 194) 245 16.7 203 18.0 240 16.1 283 18.5 237 83 11{N 273 281 28.3 N2 23.1 207 234) 6235 17.3 207 111] 231 16.4 267 18,6 ?28 120N22.0 [?2,3 209 583 720 !88 2p2 X O 0 TABLE 4B 4 ANCHOR CAPACITY ADJUSTMENT FORMULA: D �p s0 All horCa 9c1 Tablo b0 ANCHOR CAP.,-_,N 5w BUbat W 27kcolcmia 15k Com,I wrow04U Filed CMU I PT Wood Mea] (DI;,,)X l �xANCHOR CAP.,ex YtVEko 1/4•eeEke 5116"E10. IWSSEka 4108Wc1 11128" 912Stod MULLtONt;AP.,,n„w, AnchorCtlpPatterna Ait10i7 3110 Ekolr]ncan 11rFxotxkkWm 111OWm vi0 Ekeuuxon v/ElcouBxai AW40ew Usmcat AWeolw 6aew(G6)fiemw(r% Scrrwt0S1 USE THIS FORMULA TO OBTAIN THE"ANCHOR .Edpe D 13tmma(in): t• 2-Ur 1' 2•11r 3•tw Y 2-Ur r 2.12' r 3-11G r 0.46• 0.64• 0.324• CAPACITY REQUIRED*CORRESPONDING TO AN Embedment ly4• 1,x4- 1.2w 1,V41 r 1-1/r 1-:u" 1.114• 1.114• 1.11/4• 1.11r r 1.3/5' iw vmke ACTUAL PRESSURE REQUIREMENT FOR TAE 2 Ambom04.76•MIn.O.C.(SWWmd or 04s9t 01p FID.1k'300®8 Swore 450-Wo ON ten 66Mlb, 2703n 280 iw 354 am 740109 31416c 654 ft NOW 341 rot 442tm 560" OPENING,WHEN IT IS LOWER THAN THE MULLION 4A0c1cm(at.15•MN.O.C-1 SWM6M(or05Am)Cf9 F]p.23 451 ns IM Me WA WA WA wA 311060 WA WA WA WA WA AD215s cuslI=m6 CAPACITY(FROM THE TABLE)OF THE SELECTED 4ANhde@ 3m Wm0.C.1M2x6Arcle0pa/FW.3Y 780E4 75aiw 660uc I5W ftis":bs 340 ma 5wie4 WA 780109 746 ms 6901be 169zt6a w7 as t12a9a _ MULLION.IT WILL YIELD A MINIMUM ANCHOR 2ANtxaa®94)5"MYe.O.GIU{tq•kdo.125"Akan.4F19.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA I 716PA I CAPACITY WHICH MAY BE USED TO QUALIFY f AmiwrrF4�p tF19 .3L i93na 19510. meta 44340 87210 1ssw 1401be ITTw 3mas f87im 332ibe Qaro3 170]* 22110 MIX ADDITIONAL ANCHOR OPTIONS FROM THE 2AmMre 4'4)f.15'fAN.CLU Faip Fi0.0): Npfoa 350 bs WA WA WA WA t00iw WA WA WA WA WA 3111bs 442 We 5w M6 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED n4compiyiog-ith 46o Fimids FIGURE I: FIGURE 2: TABLE NOTES Wilding No d � ^-1 1.000" �-- F. lion Daw 124311 i 1)SLB"SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LORDING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tdlam l D 5��1 1171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `l FIGURE 3: '��t1Q •........r C( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' `��: L1Gl:NS(�'•.r+0. �r • * • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, .•,i;, FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. `":• No.50705 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES,,,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEO -T I/ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-SD.WOOD SHALL BE PRESSLIRfrTREATED U � `,6 , tuff FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.12S S AfE OF t(r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE)-STRUCTURAL STEEL TO BE AT %�A,; LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X2.75•X.650"MULLION THE MATERIAL#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. rf7l4111414lN A.LYNN MILLER,P.E. FL P.E.#5$705 TABLE 5A woonCa a0 Teblo msEmft o OpOnlnp Width got vorticaty sp4Mrg msDons)or Opsn ft Height Vat Mdm tWsparriirg mullions) 5o0 80 in 70 to So In 90 In tOD in 120 In 140tH 16okn o Rocinnfftl0t 7nl rfty. Racwoaw TraptBfanp PactnpAw DwIll 9. Rodw9dar 710.10711"9. Rwctmpiw 74pro4 g. Aiclanp4ar TmWldano. Ratl ngul TtyJ7 wg. Roclan9rdat TmpRdsrg• Reclnpdar TmprMa49, 11 4 1"xding 3.126^k Loaft taaag taadn9 Loatuadirg LDadin9 L"Ifto tc0.din0 Lba,9n9 Loodn9 Loading LaaBno tonrbra Ioaditg L"din9 Loading Lo"no LoeQtv .100"Alum a as fir. p r a �r� 0.g _ g0., 'gat a g. ggr, i Tube Mop �� a 3-T 6 a 424 170-01 920 170.01135 110.0 744 170.0 470 170.0 80110.0 5011 I"Al 9P2 170.0 1 619 17Q0I 1118 170.01 521 110.0 12+0 170.0 521 510.0 14611 170.0 521 170.4 1735 170.01 621 154.1 102 170.0 525 0 1eh vao toe ttao 524 170.0 Wo trop 564 trap sem ttaoWO 710.0 1133 rro.o 001 170.0 1276 nao 977 170.0 un 170.0 000 u7.T 1571 170.0 6110 1.35.1 1577 170.9 Geo 1162 tsw naa 680 i 60.0251n 170.0 747 nap 563 170,01 8911 170.0 1 631 170A 1048 1700 1 964 4000 11951170-01 123 170.0 1345 570.0 1 T47 170.0 1494 tMa 758 1413 1495 170A TOO 121.5 1495 170.01 Tse 1 100.31 1495170.0 759 UJ $ U) 5410 170.0 797 170.0 012 174.0 958 170.0 691 170.0 1110 170.0 764 170.0 1275 170.0 803 IS&1 1401 170.0 631 140,5 1401 170.0 058 124.0 1401 170,0 581 108.0 1{Dt 170.0 661 93.1 1401 170.0 661 m F 6014 170.0 665 00.0 701 170.0 1003 170.0 797 150.6 1160 170.0 018 130.7 1150 107.0 020 123.3 1156 15&6 oil 111,0 116014g.7 9f0 925 1159 144.5 903 70.3 11156 144.6 003 60.4 1158 144.5 903 P J a3 in 170.0 938 170.0 745 159.6 1048 1170.0 OW 137.0 1049 155.5 660 110A 1049 1407 618 100.5 1040 432.0 638 46.9 1040 MS 023 70.9 1049 110.3 820 68.5 IOU) 116.9 619 6021 1049 110.9 019 06 h-.1604. 955 1 17" 789 109.0 956 151.3 604 119.1 055 133.7 700 1042 OSS 121.4 776 PLO OSS 112.0 766 614 055 106,41 757 99.5 055 99.8 740 0.0 955 9&7 740 521 1 955 00.7 746 Z 7244 129b I 603 1134.9 997 107.0 603 114.0 662 91.8 603 1 101.1 070 60.3 003 812 959 71.4 603 63.0 649 64.2 003 7840 042 53.5 603 722 832 45.9 603 69.6 826 40.1 Sol 69.T 627 78in 10921 725 1 if4.1 020 04.0 72f 97.0 616 T&0 721 6&! 615 6&3 721 70.5 605 607 725 70.1 660 64A 721 OSA $70 45A 721 WA 580 39.0 721 59.0 SU 34.1 721 56.1 503 <L 78 fro 501.0 864 10&4 609 042 684 69A 587 722 664 70A 670 $%1 664 10.4 507 58.1 614 64.4 658 50.6 684 602 551 421 684 51.1 541 36.1 564 51.3 538 31.6 084 50.6 634 z 0044 6&8 614 07,9 458 64.6 614 57.3 448 47.0 614 60.0 149 41,1 ¢I< 44.0 483 36,5 514 40b 427 329 614 17.3 Alt 27.4 611 310 42 21.6 644 30.4 406 20.8 614 x0A 463 Q US Z o 0844 84.2 482 65.7 404 45.2 452 47.0 396 3&T 452 10.9 396 33,9 452 38,4 304 56.1 462 32.9 378 27.1 452 30.3 373 226 482 28.0 388 Sao 452 212 359 16.6 452 220 355 V3 4X3?4 � *' 10811 30.1 357 30.9 325 31.7 367 32T 317 27.2 351 28A. 312 23.8 367 252 308 21.1 357 227 303 19.0 357 20.8 209 15.0 357 16.0 203 13.6 357 182 287 11.0 357 15.0 2S3 W tV�7r d 111 In 35.1 336 35A 808 292 336 30.1 301 25.0 338 20,1 290 219 330 211 292 1R5 330 20.6 268 17.5 316 too 284 14.6 338 18.6 270 125 330 NA 273 Tf.O 330. 13.5 288 O�j' Y N 12014 27.7 269 28.2 283 23.1 280 23.7 259 tab 289 20.5 258 1703 289 i&1' 252 564 289 16.3 249 13.0 289 i4.0 248 41.0 .209 !20 240 0.9 20.9 ifA 236 al 289 tai 232 X Q �? TABLE O I `z O ANCHOR CAPACITY ADJUSTMENTFORMULA- 0. An horCaPadtw Table 149 ANCHOR 3111090.50. 27acomido 36xccm. NO50wCMU FtkdCMU 1'Tw Mau (DP)Xti =ANCHORCAP.k, 6r10"Ek0 V4-698c o 5it[,Eko Vrsselw slosted w26VId *1213tod MULL40N _ AnahorCOpPwtbme AnthorTrp6 0110EfcoUlmcm 1/rEkourmtoll 1er9can BIICE1c0UIlrs01 114•Ekollnmcon A9pd3atm pamtm AgprcUm st&v(GS)stmw(.65) Stmw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR EOXIII""(" 1• 2.112' t• 2-1f2 3.1ff T' 2•v2 r 2mz r 3-116• r 0AD• ass uw CAPACITY REQUIRED*CORRESPONDING TO AN Emit-wi n tam tarn tarn imr x 1.174• 1-vr 1.1141 bv4• 1.114• 1.14* 2 1.19• lair totes ACTUAL PRESSURE REQUIREMENT FOR THE 2 fo19VMRG.C.IWave aIso Cr0adCap 01011 ODOR* 09094 450@6 80004 1"4 IN 1 27067 SIM VA Ws "4 Ion 3T4b5 664102 916 R4 3419aMa-cd Was OPENING,WHEN IT IS LOWER TI-M THE MULLION 4AMraS 01.15'M14 OG I SWWard0r O MtgC 010 27 ARi oS -70D lbs N/A WA II/A WA MU WA WA WA WA WA 602151 1188 N6 1120 DS CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMh=@3'Mn.0.C.l R}2t5Ami6t:>bsliFl93S 78003 700ISs 6wms 1581ics IMM" 510*s 5wvz N7A 76OFM 748&2 WDkn 584296 662116 MRS tt201bs MULLION.iT WILL YIELD A MINIMUM ANCHOR 3Antrom 00.45'Mn.OA.I Uz9p,nW,125'Alum, 104) WA WA NIA ILIA NIA WA WA NIA WA NIA WA WA WA WA Ionto CAPACITY WHICH MAY BE USED TO QUALIFY IAn:fofl Fcrp(F196) t001Ds /05 Ms 2220s X45 DS 922102 133163 14004 177fbs 370154 1876u 33204 473 B6 170ts 22t as 2@00.6 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anth9n&41018.1X140.01 FCtl 4 2400s 350 IFA NU WA NUI NIA 10505 NIA WA NIA WA WA 311 DS 4/2 b3- 5610 c8 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAM£ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. f RODUCT RIIVISUD ns ewnply n6 With 3-M Fto" FIGURE 1: FIGURE 2: TABLE NOTES: 1-1.000•-f OuildinB I:odc Atceplanto24o 4fQ"b21fS•4S • +/ i B l�tipn'Wc QDZ) 1)SFE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2b FOR INFORMATION ON LOADING. BY SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. plttitllt!!! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3.125 ���,t)ta�,..•1. .. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.23. . • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.IO `4` '•,jt , FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. �'; N0.56705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES-CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.SO.WOOD SHALL BE PRESSURE-TREATED 0: 4i i lrry FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65 ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.126• �' S fr(E THICK.STEEL STUDS TO HE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 3.125•X.V UULUON C7,'•. �� UL � LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0'VF MULLION) %,f�.'••rLOR!1}4`;�G; • _..1 THE MATERIAL,#10 S 5512 ANCHORS INTO WOOD MAY BE STEEL.18-8 8.8,OR 410 S.S. A.LYIItJI I If LER,P.E. FL P,E.#68785 TABLE BA • Mu11)9n Capactly Table 971tr Opening Wldlh(for vertle*-sperWrg mWon9)OrOponing HolpM(for hOdraeoMr sporvirp miAlons) 501n 60 In 70 In Win BO in 100 In 1201- 14014 1801. p Raten9n1.rI 7np70tang. Reclavin TroplTdelq. Rectiogger VW tlaig. [ted-&w TrepMaig Rcokngft 7toprtnang Rccim04ar RoAmdan$. Roo-ww TraW mq, Reclarg9im Tnprflf8ny. Rectmoilar 7Mldfdan0. y 1 x 4 75.126 Lo ding Luang Loedfn0 Loading Luang Luang Luang Luang Lo-dg Luang Luang Lueew Luang Luang Luang I Luang Luang Loden Y Alum.Tubo M.13on � v 1 111 1 111 h �g as 111 gad a g1 � 111 I h a � N 1 1 1 1 1 .41 1 1 241 11 z II 11.1 j I Ii II I z �L 421. 170.0 820 1700 435 t70.o -7u 1170.0 470 170.0 80 170.0 608 170.0 092 170.0 619 170.0 1118 170.0 521 170.0 1240 170.01 621 110.01 1468 1700 521 1451 1401170,01 521 127.6 14$9 170.0 621 O 481- 170.0 708 170.0 524 170,01 650 170.0 5w 1700 992 1700 810 170.0 1133 179.0 661 170.0 1275 170.0 677 158.3 IOW 170.0 880 130.3 1303 1700 680 tit.? 13173 170.0 860 91.7 13M 170.0 860 �j 60AMin 170.0 747 HAD 663 170.0 695 170A 031 1709 144$ 170.0 04 170.0 11105 1700 723' t58.1 1235 t70.0 747 140.6 1235 11701768 117.1 1235 179.0 788 100.4 1235 170.0 788 878 1238 170-0 756 2 61N 170.0 707 170.0 812 170.0 056 170.0 691 1700 111$ 1700 764 INA 1155 170.0 603 1372 1158 170.0 037 123.6 1168 170,0 050• 102.9 1158 170.0 081 042 1158 170.0 661 772 1168 1700 881 O 8014 170.0 865 1700 701 168.1 1012 170.0 763 1119 iw2 181.1 alt 121.1 1w2 146.7 818 {iia Iw2 138.8 807 100,0 tw2 130.7 701 830 iw2 1277 782 71.5 1042 121.1 782 828 1042 125.7 782 (O J 63 L3 1700 930 1700 745 1512 092 103,6 $15 120.$ 992 t44A 780 it3A 092 131.0 M2 7000 912 12tA 758 40.7 092 114.6 755 780 972 106.4 745 64.0 4'12 108.0 744 56X 092 1040 7M ,'��+ J ttlN 16lA wi 170.0 789 137.9 w7 1400 766 118,1 w7 110.3 785 103.0 w7 717.7 752 910 w7 1007 Tm 8L7 947 102.2 727 58.9 wl 05.1 713 0.1 947 940 711 51.7 047 w.0 711 2 72N 1350 049 1427 737 1132 649 121.6 722 07,0 540 t009 708 84.0 649 96A 695 756 049 118.7 089 67.0 640 62.7 675 608 849 75.3 659 48,6 849 72.5 652 42.6 649 72.4 651 0�7 766 f16.6 752 120.7 656 08.3 72 7026 652 $28 782 40.0 640 722 762 600 62D 842 152 7<2 820 57.6 762 692 811 46.1 762 62.8 602 41.3 762 590 607 At 702 69A 695 Z 78 In 106,9 724 it1A 834 711.0 724 040 621 703 724 $29 609 fAS 724 14.4 599 590 724 08.1 691 $30 724 03A 953 445 724 67.3 673 382 724 61.3 567 33A 724 53.5 565 901. 60A 543 71.0 40.1 66.0 543 6aT 414 49.7 843 52.0 466 43.5 60 471 448 30.6 '543 42.6 452 aid 641 395 40 210 643 34.9 436 24.6 543 32.1 430 21.7 543 30.7 426 Z O 0551 47.3 478 50.0 427 4TA 476 49.7 440 400 47$ 432 442 358 478 36.5 400 310 476 34.5 400 28.7 476 320 395 23.9 476 28.1 368 20.5 478 250 389 17.9 478 242 376 {�- tV 8O 6� 10$6 10.3 377 4i./ 317 33.6 377 34.8 335 206 177 SOA 330 252 377 28.8 326 220 377 210 327 20,1 377 22.0 377 10.6 377 10.0 110 UA 577 11,1 301 � .- 1116 37.7 357 Std 323 309 357 311.6 378 281 357 27,5 373 232 357 240 309 20.$ 357 22.6 30! 1105 357 20.1 3011 116.4 357 17A 201 Wa,. �' a (1) rn 120N 20.3 305 298 279 24.1 308 23.1 274 210 308 21.7 270 {53 306 182 287 16.3 108 17.3 283 1{ y 1441. 17.0 2t2 172 198 7 TABLE 69 4 z fn ANCHOR CAPACITY ADJUSTMENT FORMn Anchor Co DI Table fibs) ULA: 0. (ANCHOR CAP.„, ,, � a�It Bu-17010 Vic Ccnereie 35k Caw.I Ifol"CMu. Filed CMU prviwd I Mew (DP,)X\ }=ANCHOR CAP.- � 916•FJOo 11083000 WW Elco 114'SS Eko 910 8tcei $12 8lwi 912 Med AnchorCOpPattem6 utetYPtiypa WIT Elco /H•EkoU7DOcm yt8'Eicoen4<an ft4•Efcot09acan A0040" UdBoaa AWMGat0r S4mr(05)Smm(W) Screx(05) USETHIS FORMULA TO OBTAIN THE ANCHOR Edoo Ustarco On} 1• 2.112• r 2.{11• 3706• r I 2.12• I r 2-Ur r 3.17x• r OAS' OAV 0.324• CAPACITY REQUIRED•CORRESPONDING TO N Embedmms(1-k iatr 1114• "4• 1-3w 21 I-trr 1-114' 1-Ur 1.714• t•174• 7-tic r 110111 tae wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anthm 8433 MVL O.O.157mtlma ar016e1 CP(Fq.762). 3lgibs 39063 4500* 890 be 1644 Ms 2701- 280lbs 354 Ws 7400* 374 lbs 664 M3 wane 341104 44200 6071bs OPENING,WHEN IT IS LOWER THAN THE MULUON dAnetwrs 4'92.25 tkn 4lGt$ierdsi taOri40C8pff237 MOM 70063 560160 14101M 062 ba WA 660110 WA 63000 WA Mft WA 60290 asIlm 1120 In CAPACITY(FROM THE TABLE)OF THE SELECTED BAWMn401.15'MN.0.111 GW"d(a0br4 Cup(Fig.4): 0WIu 14001- WA WA WA WA T601bo WA WA WA NA WA 1363", 1170ns 2240156 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMhma 7¢3 MM O.C.1{2}2;6ArcleCf0s l(FW 760 ibs 76D63. 68063 156D ft 169863 5401- 580Ills WA 760 ns 748710 6695u I 18927bs _611211,s WS lbs 112063 CAPACITY WHICH MAY BE USED TO QUALIFY 0 AnchOn Q9 T MN.OZ.1(2)285 Angle aps I(Fig.87 1170770 1170 Ills 1020073 23013 2641113 810M2 wOlbs WA 11401M 112263 7300 nb 26301- 702211" 17M IDs 1660700 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Atsta(46A5-ilN.tl.O,ttFQtµ610.72YNum.;Fig,7): WA WX WA WA WA WA WA WA WA .WA WA WA WA WA 1430 D0 ANCHOR CAPACITY TABLE. 2 AahOn®22Y MN,O.GJ F421p(Fq.8): 35063 3'A 700 2001bs TOS be 4701- WA 960 b0 WA 331543 WA 440110 WA 341630 412IM 560 ns P7LODUC7 REVISED 4 A000mie 1.15•Mb.O.Cr Fdaip(F70.07 46OWS 70003 WA WA WA WA 300 me WA WA WA WA WA 6521- 88501 112D 110 1.0or as complyille with We Red"Red"_ BOnd)ngCod6� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -"j (� Ai1.o#sem �a21$,O 5 E.imlionLkt0 Ijp�7 TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FiGURE 4: FIGURE 8: FIGURE 9 Mimal • •• • • • • • * i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE ,1{t t 1541 • • s SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS NDIOROPENING WIDTHS IS ALLOWABLE. `�,�`��.•'��CENSF''•lF� ��� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR MOT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000' = �1: .010.50(05 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _ FIGURES: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .)3-" ST-E F J • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TRFATED YELLOW .125' � '•._f'LORiLIp.:' �\1' SOUTHERN PINE WITH N SG OF 0.65.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126'THICK.STEELSTUDS TO BEA M R-- STEEL TO BEAT LEAST.125' ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. AND A38.ALL A CIHORS INTO METAL SHALL EXTEND AT LEAST UG GRADE 33 AND,045-THICK(18 GAERUCTURAL 0 THREADS BEYOND THE MATERIAL# )CK 8t 11'111 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. VX 4'X»125' A.LYNN MILL�R,P.E. MULLION FL P.E.#58705 TABLE 7A munionca aci Table Bale OponlnB Width(for wtNca9y-sperning M"tAon9)or Op6nlnp Holght(ror hod2ortery-spannIM m119orls) 1! 501. 8a In "in 60 in BO in _ too in 120 to 1461. too In O 4 x4 x.375 Rectmgdtr Tr7� rde-2. Rect-9414f Tr•4p74-4. Ratwwat TWrdtn0. Rximodu TlWliduq, Redmgdar ttaWltinnp. Recsfnplor Tralrm_o0 Reda-pdm Trepr76Ong• Re41•lgulu lreytnUm, R041wvular mawe 0, s 4 Alam.7abB 1OB�g loedp Loodng 1001; tmdng iwdn0 Lo.dng L6"ng Loafing tg8dng t0adog 1,96-0 tn/dnp 16-10-0 toaMg toadna twdn6 0 d"T" x _ _ P r r _ r _ _ r r_ _ r _ a_ r _ I to Mullion I1i111 1,111! I . 11 1iI1s 3fI 1 11 H I I Ii I III _1 If 4.1 z 421. 170.0 620 170,0436 170.0 744 170.0 470 170.0 1 686 170.0 609 170.01 992 170.0 E79 170.0 1110 170.01 621 170A 1240 170.0 521 170.0 1 1406 1170.0 611 170.01 1735 R2p 621 170.0 1 1963 170.0 621 481. 170.0 708 170.0 524 170,0 850 170.0 654 170.0 992 170.0 930 170.0 1 1133 170.0 661 INA 1276 170.0 677 1170.0 UIT 170.0 680 170.0 1100 170.0 wo 110.0 1963 570.0 860161.8 2024 1700- 0$0 60.8231- 1720 741 170,0 663 170.E 696 110.0 031 170.0 1040 170.0 864 170.0 1195 170.0 723 170-01 4345 170.0 747 170.0 1494 170.0 750 170.0 1193 7700 168 13&0 1910 170,0 760 130.5 1910 170.0 766 �' �� to 641. 170.0 797 1.1" 612 170.0 956 170.0 091 170.0 1118 170.0 764 170.0 1276 170.0 603 170.0 14]4 1t0.o 637 170.0 Is% 170.0 650 169.9 1700 110.0 MI 07.1 1799 170,0 MI f20.0 1769 170.0 081 � p p Goin 170.0 ass t70.o 701 170.0 10031 170.0 TIT 170.0 1240 170.0 678 170.0 1411 170.0 014 170.0 iS94 170.0 099 15&6 1619 170,0 1033 1296 1819 iT20 1063 ftLO 1619 170.0 1003 97.2 1019 170.0 1083 W 631. 170.0 030 170.0 74S 1720 Sffe t10A 050 170.0 1302 170.0 940 170.0 H68 170.0 10151166-7 1642 t7o.0 107a 141,0 1542 170.0 1122 117.6 1542 100.6 1166 100] 7642 187.0 1167 08.1 1642 167.9 1157 3 6610 170.0 074 170,0 789 U0.0 1169 170.0 903 170.0 1364 170.0 1002 150.6 1472 170.0 1063 142.0 1472 108.0 1140 {266 1472 158.8 1130 107.1 1472 147.8 1105 81.8 1472 146.01 1104 00.3 1112 148.01 1104 Z Cn y4 `5W"t' 72in 170.0 1083 170.0 870 170.0 1275 170.e tOO9 150.8 9320 168.2 Hot 13LO 1320 149.9 4082 117.3 1320 137.8 IMS 1105.6 1320 128.8 1049 88.0 1320 117.9 1024 75.4 1320 t12.6 1013 600- 1320 112.0 1012 761. 1720 1122 170A 937 14"111241 1013 128.2 1164 139.9 991 112.2 1164 125.7 018 99.7 1164 115.3 964 866 1181 107.6 952 74A 11154 07.0 935 64.1 1164 93.1 on 68.1 1184 923 025 In 1(18.1 11N 170,0 907 178.0 .0 065 1106 1124 120.5 647 10&0 1124 11&6 031 92.3 1124 105.6 918 03.0 1124 965 OW 69.2 1124 89.0 090 69.3 1124 843 061 $1.0 1124 031 07600 in 108.1 844 111.6 760 90.1 Im 77.2 844 62.1 724 67.8 BH 73.3 712 60.1 544 66.5 702 64.0 844 81.4 693 456 044 542 678 356 844 620 866 338 044 47.7 682 m96M 00.1 742 OtA 663 742 052 63.8 747 67.2 811 b3.T 712 696 631 400- 742 61.1 6n 4{.8 742 49.6 614 37.1 742 43.6 600 71.0 747 390- fi40 270- 742 77.6 684 M tq y .O 1081- 62.8 666 83.0 630 521 6 521 44.7 660 48.8 SIJ 39,1 086 41,4 503 34.8 Us 77.3 49S 71.3 664 34.2 492 26.1 Us 29.0 451 22.3 568 256 472 19.6 558 24.7 466 � 03111110 67.6 WS 60.8 503 40.0 406 41.2 655 429 487 364 ESS 360 480 320 655 342 473 20-6 855 31.3 467 24.0 655 2T.1 457 200- 355 24.3 448 10.0 655 22.4 442 a1201- 450- 476 46.4 43] >e.tl 428 326 176 337 420 266 475 29.6 411 25.3 4Tb 268 409 220 475 24.6 404 19.0 476 21.1 385 18.7 175 16.7 387 143 475 17.2 381 03U41n 26.4 370 26.1 705 22.0 301 /8.B 330 16J 287 180- 330 17.0 203 ¢ '� a pa TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a Anchor CopticIty Table a ANCHORCAP.,e, -s Semle:o- Wk Concede 35k Com H04mcmu Feed CMi1 PTY000 Mew (Bp„)X{ }=ANCHORCAP... 5rir Elco V4'SB Eko 51W Eko 174.89 Eko 410 Steel 012 SIM 012 Sted `MULLION CAP_../ AncharCOpPattem6 ArAoryps 1tCEkOtfmtm iM EkoutOstm un-an ffi14 Eko07006u1 trt'EkouOeem �y lAtMm AgwWWr se"(CS)S.(05) suex(85) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edbepat4nta4h): 1' 2arC t• z-tlr 3.119' KNA 2-Ur r 2-v2' r 341v r 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EnBndnplt Dn tau' 1aN' taro• tato• r 14W 1-114' 1-x4' 1.114• Mir r 1.31s• 1;11-1• wtma ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anolem54'94.rs•M1..o.c,rswndam ca orsm cl•IFq.1521. 390 In 390 ms asgw eso tm ist4kq 269103 ase ds 140 w9 314 wa sea l5s e4sms 34116-1 4a Im 56oro6 OPENING,WHEN IT IS.LOWERTHAN THE MULLION 40--ctmrs�22r M01.aC.tsl as{ofC6sN3 C9pff4t 3k 1006- 700 ft sm r. 14f0Eas 952 ma660Im WA 630 ms WA 65oros WA 652 b3 6850-1 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anc"a L19 Mh.0.111 Stendvd lor4t[se0 t2p(Fl0.4k 96020 1400103 WA WA WA760103 WA WA WA WA WA 13631m 1770103 naw MULLION.IT WILL YIELD A MINIMUM ANCHOR 40--ctaxa�q•irm,oc.1{2I7asA-ghapst{Fq.sr noun too ft esow 1500103 is%to 560 ms WA 100911, t4stm 560911 leazees an&s ea52s t120w CAPACITY WHICH MAY BE USEDT000AUF'Y 8 A.Iv.®J'Mia O.Q 1(212.5 An&Cro I(Flo.6Y 1170103 1170 NS 1020 w 2340103 264 w 640 bs WA 1140106 1122103 1320 ma 21138103 10n Ms 132719-1 1090Ios ADDITIONAL ANCHOR OPTIONS FROM THE 4 AerJrxa Q0.45'Mia O-C.I Uc69,into.12VAfwn.(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA 14300» ANCHOR CAPACITY TABLE. 2Ancllwo®225"Mn,O.a1 F43p(Fie,6k 3500- 3$ 0 ih1 290M TOS Ox 1n0p WA 280 034 WA 3t3w WA 400@9 WA sites 442100 660103 PROOUCT REVISED 4 Arwl1on 49 S.15•E1L1.O.C1F421p 4FMS ek ae0w 700As WA WA WA Nu 030103 WA WA NN WA WA 8021ba emu 1120103 m complyinswia14m Florida NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Bulid ng Cads --{ 1.-161 f-- �--{ 1.090• t-- AZis.o� Le pilaf' Dalt 2021 TABLE NOTES: By FIGURE T: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9. 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION MI m Ovule PrOdtit2 • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. {11!1 i 17 • ��' (LYNN!y 2)LINFARINTERPOLATION�BE(WEF..NMULLLENGTNSANDIOROP[NINGWiD7HSiSAL40WA8LE. `� pa . ••••.�r�l,�t�i !�.• tf BNSF• • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000" Hu.50705 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 FIGURE 6: FIGURE 6: FIGURE 7: • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS.HOLLOW AND 1U GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE Y6 ;'Lt/ • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH ANSGOF0.55.ALUMINUM SHALLBE 6063-T6 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" 375' 376. :�^t�'•rLOR10.• {.9 ; THiCK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A30.ALL ANCHORS ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. _ INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010 8#12 1'X 4'X.375' f 1 X 4'X.375' 1 1j � �LI_t til ANCHORS INTO WOOD MAY BE STEEL,i"S.S.OR4108.S. 'r-MULLION MULLION A L4N .E.#5i_l},P.E. FL P.E.1F 58785 i TABLE:8A Mullion Ca acI Table t1boMW Opening dth(for vorfica4-sparring muilons)or Opening Height(for horizardally-sparfing;fgrrnftm) Safe 8061 TON 60 in 9011 +Oath 1201. Main too In 12S"X Reciary7utm ileptfAong RectengWt Tnp111..0 RSeteng8ar Tt4PlTdang. Recta w. lraprfdang RcclmpJet TropRMrg. Rectangulor Trapralang. RectoWat Dapr7dan9. Leafing n9 RCcts"o nap niong. RcciTw g r Tra4Jfneng, a 3168"x ' tAvdng L-1610 Waft taa66p . Lca9m9 tooting LoafinAlum g truing tnadng Loadn4 Loading Load" Loafing LoAdn9 LOU" tnuoLoaft oi`o 14 Tube Mug 19 4214 17410 7620 08 170.0 435 170.0 744 170.0 478 170.0 606 170,0 5e6 170.0 992 170.0 519 170.0 1110 170,0 621 170.0 1240 170.0 521 170.0 1468 tree 52f 170.0 1735 170.0 621 Iota 1769 170.0 521 4610 iF0,0 708 170,0 524 170.0 080 170.0 564 170.0 992 170.0 030 470.0 1133 170.0 881 170,0 1276 170.0air 170.0 i417 170.0 680 154.6 1646 170.0 600 132,7 1546 flat aa0 it6.1 1616 170.0 060 "i 417 5OM5In 110A 747 170.0 663 170.4 SM 1744 eat 1701 IM 170.0 664 Ina 1196 110.0 723 170.0 1345 170.0 747 1674 1488 170.0 756 139,2 1469 Me 760 119,3 089 1701 766 104A 146@ 170.0 756 64 In 170.0 797 170,0 612 170,0 056 170.0 691 1704 1118 170.0 764 110,0 1275 170.0 803 163.1 We 170.0 637 140.0 +376 Ileo 058 1223 1376 170.0 091 into 1378 17414 661 91.7 1378 170.0 661 w p Wra 170.0 a" 1700 701 170.9 100 170.0 7a7 156.0 1100 170.0 076 130.0 1158 107.1 934 123.9 1156 ISO's 918 01.2 1158 1500 912 92.7 +186 144,0 905 194 1159 1441 905 89.6 1156 144.0 905 � W I�0 � 0314 170.0 930 170.0 745 160.1 1054 170.0 650 137.2 1051 155,9 642 120.2 106t 1420 814 106.7 1051 1323 837 ast 1051 1251 034 60.1 1051 119.5 On 68A 1031 110.1 021 Sea 1051 119.1 821 861. 187.1 057 174.0 709 139.3 957 151.9 605 118,4 931 114.0 700 101.4 057 121.6 T71 92A 957 112.6 707 83.6 657 108.8 769 69A 9S7' 100.0 760 60.7 057 04.0 748 622 937 98.9 746 Z -3 z 7210 126.7 004 135.2 698 107.3 801 115.2 044 914 861 101.3 871 8411 804 814 680 71.6 604 84.1 880 64,4 404 T4.a 643 63.6 064 72.3 633 46,0 BW 69.9 029 402 804 64.8 624 � 76 In 748.4 722 114.0 030 012 722 97.2 618 782 722 95,3 406 88.4 722 78.7 00 603 722 mli 668 54.7 722 a" 580 4" 722 093 670 09,1 722 50.7 665 342 727 682 566 � rd" a II Z r 7614 1012 666 1056 600 84A 845 646 666 72,3 685 TQ8 677 63.3 495 704 666 682 085 81,5 640 *42 863 422 885 61.3 603 30.2 665 51.4 417 11.6 085 60.7 638 � N _ to 9614 65.9 015 850 457 64.9 iib $76 449 4X1 616 80.1 441 412 516 44.7 431 38,0 St6 40.8 420 422 274 535 33.1 413 23,6 Sit 3" 407 200 Sts 29;1 404 X Q 001n 64.3 453 66,9 404 45.3 453 47.1 397 38.6 453 41.0 301 33,9 453 304 385 30.2 453 33.0 379 374 724 457 28.0 080 10.4 453 21.1 360 17.0 453 229 356 '{ O 4 10810 36.1 Me 39.0 323 31.8 358 32.0 ]18 27,2 308 20.4 313 23.6 356 252 308 21,2 350 22.7 304 300 16.9 358 19.0 293 N *ro r 11+14 353 338 353 300 29.3 330 30.1 301 25.1 338 20.1 207 Me 138 232 283 18.6 336 20,9 269 285 d• >{ X 1201n 27.e 290 24.3 281 232 290 27,0 NO 19.9 29O 20,6 250 17.4 290 142 263 15.4 200 16A 249 y to to 14461 18.1 201 16.3 188 - TABLE$Et ANCHOR CAPACITY AMIUSTMENT FORMULA; AnehOrCa act T5b16Iba ANGHORCAP.,�,,._ 6utatrsle 27k0Ma1s �' 35kCott. NWeatlAU 1`00CMU PTY7m0 Mod (DP,)Xt }aANCHORCAP._ Atxhoriype &WE1ca110faca7 VC y+COco W"ScotlAnzarl treE7cOU9lw00 Vd'sSElco Sr18'Eke 11d'SSOw 010Sled012SIOCI d12Elm MULLIONGAP.,�,,,,,, AnchorCllpPattem9 uarow Agg0f3aa Macon AgyaOotor St1ea(051s�(op Sctea(05j USE THIS FORMULA TO OBTAIN THE*ANCHOR 'EOpeOsl0ft0091 1' 241? 1' 2.1)2 3.118' t'. 2-UT 1' 2-VZ' T 3.119' 2' 0.46• O5P 0,320 CAPACITY REQUIREWCORRESPONDING TO AN EmDMuad n 1.31 tars Tara' 1414 2- t.V4' 1414' 1-714' I•V4' 1-IN' 141Y r 1�3r6' 1•ffi6' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMIon®1.70'Mna O.C:f orumel LvIap;l7 340 ins 99DM4 450 Rw,. 890 IGU 61 270R-3 26080 951 740119 3749. Wft 906 OS Stl®s 442 Ina can ga OPENING.WHEN R IS LOWER THAN THE MULLION 4Mtnarsa1.79 Met oz.13taxam@a,a6eggaft1g 27 40)as TOO gas NtA ICA WA RIA 3800.4 NIA MA NIA WA IVA 58249 00.5104 112DIA CAPACITY(FROM THE TABLE)OF THE SELECTED 4arKtWs 9'M610.C.r(Yj215A1g1aGYps/(Flg9 7MMS 764a1n GOD III 156624 006tss 549ps 66014 ILIA 760ie1 wean 8&o a9 isaius 021" a6669 1120 to MULLION.ITWILL YIELD AMINIMUM ANCHOR 4oJxMr346Q45•M910.c.rOgp•N1a.125r Oban O" 47 WA WA WA WA NtA WA WA NtA 141A WA IVA WA WA WA 1430a9 CAPACITY WHICH MAY BE USED TO QUALIFY 1.021011 p30 61 +65 as 196 gal 225 b3 44696 822 a9 i gas 140 R9 in" 370119 lar sa 332 Me 473 iN I "' 221 ms Zea 166 ADDITIONAL ANCHOR OPTIONS FROM 7FIE 2 Mata1n Rf 1.t05Un O.ClF 93fl 6T 240164 154 a0. 171.0 . WA WA WA 19320 NM NBA WA ILIA WA WIG 44294 660 ma ANCHOR CAPACITY TABLE. W,UCT NOTE PRODUCTRBViSEiI FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, as EVIwith 1114 Flocid3l Building lkdc�.,,�zt g`�„ FIGURE 1: FIGURE 2: TABLE NOTES: I-1.250--1 Amp14nco T7o 16.101 • i .. . lea ifelioa Dale i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By 2 ON LOADING,SEE SHEETS 2-4 FOR GENERAL gdSTACth71ON METHODS. Miami c n9dYtA fnilrhr FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" �� {�$.•''LICENSE '•; CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �c BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 285 < NO.53!05 IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL,CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ! GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80,WOOD SHALL FIGURE 4: FIGURES: FIGURES: ULt•� g+�;` ttt � BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE T' ;-V� '• T k O+ /f/,` 6083 TS AND BE A MINIMUM OF.125"THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANDtt pptOl"., C2� 045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1,25'X 3Ae6'X.26S'MULUON !� �� y� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 714E MATERIAL, (I-IW VF M ALION) �.f l j�� 1 tit X. 7110&3112 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. A.LfNN�Mla"P.E. FL P.E.#58705 TABLE 9A + MWOon Capacity Tabta IN71P R R OPDnlnOWidth((6rvoi0O&W-6pstdra ntmorna)o pentnyHDiph!(forhDdtoMBDy-6paMn2mtlfoMl 50N 00 in )ON sot. to in 1001. . 120h Not. tfk1N Rost-VA6, 70".14 p.ot.Vtar Treprf n' RNimgpw TN1VTAeii9. R4ttaQAf Tr7pryds'4 Md"DA" -prtd4np. RUIN 1,26%3.26 'piWr MpRiLng. Rac1.nP14n TmpfA.np. fieehnpaar TrapRrWp. R4N r Tm k.100 t04atq l.oaarq LaarL+p LSaaha tMO.g SWa.D ,t00dng Losanp LosanD Lw(An11 to.ao11 t-ft Wanp t..ft Lwtg Loa0V tc.Zs t ft 4 AiuntTuba ..TTypsitc� qfig ^ fpp2_ _ ? j,• T7¢1r_ g#9 g¢a s�§n, Lr$s pb¢ yt$ s1�tf gya. tht0loa �. �� Off, P �� tl�' O U� S kkW � 42N 110.0 ,820 170.0 475 170.0 7{4 170.0 476 170.0 680 174.4 66B 1700 8112 170-0 61B 170-0 1110 170.0 121 139,9 1118 iTPA 671 127,7 111E iM0 621 109.5 iif8 17.0 821 05.6 iiia t700 621 _0 5- 481. Inc TOB 170A a24 t700 850 120-0 681 }01.8 918 170.0 070 14&7 eye tr0.0 061 U&4 pia 17&0 817 117.9 078 into 600 01.8 01e 17oo WO 838 976 170,0 460 73.9 878 N0.0 8B0 W !A825 h, 170-0 747 170.0 583 170.0 ON 170.0 611 750.7 021 170.0 684 131.9 027 160.6 10$ 111.2 921 1581 699 105,6 027 150.3 688 87.0 021 160.3 BAS TSA 027. 156.3 685 ®SO 627 16&3 665 � Sah t70.0 787 578.0 612 164.6 868 170.0 691 132.6 889 153.9 683 118.8 $88 }41.6 669 1010 669 134.0 ODD 82.7 $69 120.8 8$4 77.3 Soo 1280 652 68.2 ea i2&8 832 67.4 688 me 852 p 606 147.2 748 193.6 8N 118-0 746 192.9 020 102.3 746 117,0 606 693 740 107.0 699 )9.8 148 101.0 602 71.6 748 BBA 507 6&7 748 99.2 601 $1.2 746 W.3 581 44.6 746 O3A 543 R 630 123.1 071 1720 518 T61.1 87F 119.2 368 60A 81y 108.4 655 7TA 077 91.4 618 88.7 8)1 85.2 670 et.9 871 etA 611 61,8 077 1T.0 520 41.2 677 78.7 629 3&7 677 7&7 d79 (} a 68N 107E ail tft.i 530 s97 617 87.6 319 76.9 6f7 6&3 Sop $7.3 811 16.3 600 59.0 617 72.0 494 63.6 617 60.7 40 Ola 817 84.4 483 38.4 011 03.7 482 33.8 811 63.7 462 `L SW1. j 72N 620 618 07.1 450 89.1 618 74.2 440 50.2 510 052 432 51.8 616 68.8 425 40.1 518 54.2 411 41A 518 60.1 414 346 618 40.6 408 20.6 Sia d3.0 405 TSD Sla 45A 40S 55 ra 76N 70.6 465 TlT 408 667 485 820 396 80.3 488 64,0 360 44.1 486 40.4 981 1&2 483 45.9 STa 33.2 465 42.2 374 20.4 465 38.3' 387 '25,2 461 38.5 35t 22.0 465 sat 363 2^y. J 761. 652 441 80.6 987 54.3 M1 81.7 310 46.6 441 60A 372 40A 441 45.4 706 38.2 441 41.0 360 3210 44f 30.7 350 21.2 441 34.0 340 23.3 441 311 348 20.4 111 92.7 316 001. 42.4 332 43.8 285 35A 312 31.0 200 30.8 332 323 284 20.6 332 28A 280 23.8 332 2&1 278 2t.2 332 24.7 272 17,7 332 21.3 268 152 932 we 2S2 113 332 117 08N 54.0 201 38.8 280 2&1 29f 30.3 256 26A 2111 2&4 252 219 281 ?3E 248 10.4 201 21.3 244 t7.S 291 4p3 2ZZ 41 N.6 281 t2f 230 123 201 15A 232 Q p too 24A 230 211 208 2p6 230 21.1 205 11.6 230 18.3 201 15A 230 10.2 t98 fa X..Z o til N 228 218 211 to T 180 219 to.i tpi te.Y 218 1$.0 181 14.1 318 14.0 tee (() to t O¢e- t20N 17.11 161 162 170 i49 }ei 15.3 157 U) C13. $ 00 _ Ir X Y Y C4 y TABLE OBK Z AnchorCa acltyTablo Eli ANCHOR CAPACITY ADJUSTMENT FORMULA: sootiml¢ 2.7k Conxiete 3.5k Core. Haws CAttt t3ko t74S PTiY0o4 tdtUl ANCHOR CAP.,,s,,,, (DP,m)Xt -ANCHORCAP.,,, 61i6'Eko V4'89 Elco 916'Eko 114'SS Eke 010 Sleet 012 Sow] 612 Sled MULLION CAP.,,,,,,,,,, AnchorClt Patterns Arctaiyp0: 3tb ElCoVAstca V4 EkotlRmon � 3118 Elmutnion fq'FJccUlecon USE THIS FORMULA TO OBTAIN THE ANCHOR P APat.G6t6r t6a0em AppeSetct Sertw{a$Stmpia5l Bim+{S51 Edge 0istoom 0n)' r 2.172' Is 2.172^ 3-1W r I 2-Vr r 2.1r4' r 3.116• r OAS! 0.54• 0.32V CAPACITY REQUIRED'CORRESPONDING TO AN EmManent 441 l.Wr 1-Y4' 1.314• 1-74' r 1.114' 1 1.12^4' I-V4' 1-tr4• 1114' Vlw r 7.978• i1w mAts ACTUAL PRESSURE REQUIREMENT FOR THE 2-0.01140 Q4.75 Mh.0.C,/ or0Bt41glp IR9.17 UDM 398 rob 450186 ego 108 1644@0 210 Gs 60Dq 354 its 740114 3741os 084100 016!06 341 ma 4420. 6604s OPENING.WHEN iT IS LOWER THAN THE MULLION 4Anchors 2 LW MSL O.Q r Six"(Or IMtl)00 tfV.4 490/. 700 IW WA WA MIA WA 380Rs MIA MA WA WA WA 662 toe $BSPc 1120 ars CAPACITY(FROM THE TABLE)OF THE SELECTED 54Anilaro�9'Mki,O.C.)1212r6Argk g4r3117q•7): 780 Ps 78D 000 m. 15M n. 1898 fbe 640Ie 360 Dia WA 760 Re 748IbS $80 Ps 1892 to$ ou 66 845100 1120 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR --@034•M7n.O.C.tB49p,N!6.f07AbmLiFp.47 WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA DSD YV CAPACITY WHICH MAYBE USED TOQUALIFY 1AntM1;Xi'FlO.Sk 1,1566 195 lo2231. 44313 02208 13549 140 ma 177 to. 370110 Is?to$ 3Rfo. 4731. 170 t 22113 28013 ADDITIONAL ANCHOR OPTIONS FROM THEtF , FA 2Antta.g l.l5•Nh 0.4T!~tl/p4 8)' 240144 950 b1 WA WA !aA WA I SW 16 WA NIA I WA I WA WA 341 IM 1 442 Ms SBO to ANCHOR CAPACITY TABLE. PRODUCT w=1yine wish dw Florida FIGURE is FIGURE 2: acap4Buildinm ryo16- 72)$.fi TABLE NOTES: 1.250'- tl4iphution DaIt 404 • ; i ` 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By • * ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. pil` VDA&pdia o iil FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO(OROPENB�)GWIDTHSISALLOWABLE. �0,�.(LYNP!•;,�TTfr�i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250` ti� ��.,•'4tCGiJSF CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS , r ! BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 17 yl; 587 ; 05 4 Sda. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND n GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C•90.WOOD SHALL •100' _0 FIGURE 4: FIGURES: FiGUREB: (CMU) 413 ;`+t!!` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r•�', yIA 11,11, C1j • • 606.3-TS AND BE A MINIMUM OF.100"THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %; �'•At OR10h'i�`'. * LOANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125"X 3.26'X.100 i 1 ti15, #10 8 912 ANCHORS INTO WOOD MAYBE STEEL,I"SS.OR410 SS. MULLION A LYNN Mi ILLBht,P.E. FL P.E.#58705 TABLE 104 n _ MN71tonCapacltyTtbtp pbaRtl) F�21�pS OponingWidth(brvedica9y.6polmtnomiNols)oroponlnpH6tcht(brhotftoitaWp6mtnOimil") tV � soh Goin 7065 90 In "in too In 120 in t44h 460 in 128x125 ReclxogdU rf"fftiag. RocuViar TnpRln,s R."40. Ttsp•7Gmg Pftu guW Twrrtmg. 7ttdtopter T,01164nO, R5dta2vtsr Trapel1lmg. Redxvw IMPI0a0 2 Rvivioler Try✓7dmp. R6tIvativ 7ropy IV4 ka d x.824 1034170 Lo40ieg LU&V Lo40mg L..&" Lo.&V Lovoog L."d q toothy to&p aLo.Mg Lwdirq tn46og Lo10rt0 Lo1dkv losding LosSAI Loading Alum.Tube I _ .. .. ., .. .. � ., s .. ., ,.Mdulon $s 37 � R � . & E tt� �� (V ss v ss V ss Vu ss u uva a 1. 1.111n It. 49 9 4 � � HkR; a jai i� l i� 1 44 44 g 2 49�;� sa �� �« � �a � �� �43 sa �� �a �� �a �& �« � �� � a ;�� �« � �« �� a« �� �a � �a � �a � m 42 in 110.01 620 110.0 435 170.0 ?U 170.0 478 110.01 662 l 1701 506 110.0 992 110.0 679 170.0 1116 170,0 6'21 170.0 1240 11001 521 1700 146a 110.0 521 t70A 1775 17001 521 1170.0 5961 570.0 621 461D 170.01 706 I 570.0 524 1701 050 170.0 1 $64 110.0 991 110.0 tag 170.0 1171 570,0 fiat 170.0 i2T5 170.0 677 t70A 1417 1101 610 170.0 1700 t7D 0 653 169.7 1479 1700 569 548.5 two 110.0 690 60.52661 176.0 757 4741 563 StDO 696 570.0 631 170.0 1046 170.0 664 1700 1195 170A 727 +70A 1}45 170.0 741 +70.0 1494 110.0 766 170b 1793 170.0 756 1525 1671 110.0 766 133.6 1117 170,0 766 SII. ITtO 797 170.0 612 1700 956 110.0 Sol 170.1 1116. 170.0 754 111.0 1276 170.0 003 110.0 1434 170.0 037 110.0 1594 1104 056 t6SA 1769 170.0 861 134,1 1759 170.0 661 117.3 1759 170.0 661 m Win 170.0 865 170,0 131 1704 5463 11'6.0 797 170.0 1240 1700 079 170.0 Sit? 170.0 944 {6141 1611 5700 995 145.0 t551 110A 1033 120.6 t5lt VISA 1663 103.6 ISIS Ilan 1043 90.6 5511 170.0 1053 F � Win 170.0 936 170.0 745 Oto •156 170.0 850 110.0 1302 170.0 910 t66.4 1370 I70.0 1015 139.2 IND 1101 1076 125.3 1310 164.0 1082 101.4 1370 ISS1 1012 69.6 1370 1653 1010 70.3 070 165.3 ID70 fir, W J 661. 170.0 974 170,11 769 170.0 1169 110.0 90) 1551 1249 170.6 1002 1362 1240 158,6 1013[2.A 1248 141,1 1000 108.9 1248 1391 999 905 INS 133.4 974 71.6 1249 120.0 916 60.1 1246 129.0 976 2 Z' � 721- 167.0 Sod} 170.0 870 439.8 4649 1503 692 4199 1014 1)2.4 645 103.9 4044 159.1 860 E044 5092 648 93.9 1619 402.1 076 69.9 1649 94.3 825 54.9 101E 94.2 0.0 624 4049 81.5 920 J Z .2 76 in 1421 941 149.1 622 1109 941 126.8 ODS 1019 941 11+2 191 69.2 941 100.4 771 941 05,7 766 11.4 all 65.5 751 59.6 941 77.6 764 61.0 041 74.0 731 44.6 941 77.3 M Z Min iR.O 894 171.0 761 1104 094 418.9 767 97.3 894 11724 751 625 894 944E 710 694 ot.t 730 66.0 693 119 721 65.0 694 70.7 707 47.5 694 67,0 701 41.3 M4 66.1 696 �, s-• 40 ter 569 6?; 801 696 71.6 671 744 565 61A STI 65,3 515 53.7 67t SO2 556 671 529 $60 43.0 671 484 SSI 15.6 671 411 616 30.7 671 39.7 531 214 111 No 116 9610 MMI 327 sto 190 61.4 510 60.6 590 634 609 64.3 690 47.6 502 690 470 494 35.4 690 39,6 408 295 690 31,7 417 253 691 31.6 465 221 590 29.8 464 ?C Z r 3)O yo 109 1- 421 414 466 426 414 35b 466 31.1 406 1141 486 329 402 466 25.7 346 24.4 446 27.4 Sti 20.7 468 13.6 392 17.0 168 Sig 176 15.5 466 194 310 In 1111. 400 38.2 NI 393 197 37.7 441 31.1 ilT 266 141 70.2 792 641' 77,2 376 229 441 249 772 191 441 216 76J 164 NI 193 758 117 Mf 170 351 126117 364 30.2 304 MA 339 259 77B 206 314 11.7 )T0 237 928 378 21.3 326 18.1 378 19.5 331 13.4 370 18.7 164 71.' 1t 5 144 in 242 t?5 262 11.6 239 15.0 162 453 23& Q U) C4 r TABLE 409AnchorCapaelty TDbl61lb6) ANCHOR CAPACITY ADJUSTMENT FORMULA: su08tmte 27k OXCfie 36kcmo. Raver cmu 7Dedcuu PTWow I 6X16 ANCHOR CAP.,,,„..,, {_• 6 �8� (DR-) }=ANCHOR CAP.,,, H10,Elco 174•SS Elto rilfr Eko +IC SS Elco BIO Sted 012SIO 812 Steel MULLION CAP.,,r,,,.. AnchorCS PetMm6 AAttlor'yya 1tlsEllowmim vrEkaunracan ullroc'mk270M rou1mem v4•atouftoon (Gs} USE THISFORMULA TOOHTAINTHE tsNCHOR p A991IMer U1laW A901U Y ScIntGBI Scrat IG5I stlatEogeL1a12ae 0) I• 2412' 1- 2-vZ 3410• 2.17 t• 2.U2• 7 3-110' r 0.45• 0.6C o,324• CAPACITY REQUIRED•CORRESPONDING TO AN 2- INC 1.174• 1414^ 1.14• i-Ito 2 I3s• tars vain ACTUAL PRESSUREREOUIREMENTFORTHE 2AMIHD®4.YMIn O.C.l000ffi 1644164 280 fix WA 09 740108 374019 664011 O490H 31105 42106 660 fog OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atxh610IJV Mtn O.C/Stand rd aorIXilet)t eft 45}03 743105 Nal WA NIA38009 MA MA RIA NtA WA 68135 66543 15211tH CAPACITY(FROM THE TABLE)OF THE SELECTED 1•LI9L O.C./(6121$AtaIS "11119.8) 760917 7601H mo 05 Wft-q 1Bwlbs seato N!A 7601os 745417 680Ie0 Se92 aH E8'2(M 688 ms tt2offi MULLION^IT WILL YIELD A MINIMUM ANCHOR 3AlIctHW 4.00.64•!'IOI.OQta tntatIXi'AIWn tFO 1443 WA N/A NIA RIA IVA NIA WA WA WA WA 111.0 1UA OSoffi CAPACITY WHICH MAY BE USED TO QUALIFY +AMrWIFC 1119 30610. 106 AS mon 4451te e12m9 13505 54096 1778H 370Im Se70s 332ee4 4»IrH 170105 221131 laptm ADDITIONAL ANCHOR OPTIONS FROM THE 2Mclpts Q tIV&XfLC.Ctf 9 240117 35afm IVA WA NIA NtA tOpffi 144.0 WA WA NA WA 141ID3 442 eH t4o lee ANCHOR CAPACITY TABLE. vROt3Ucr Rrvisvu as complying with"Flosidx FIGURE 1: FIGURE 2: Acttpmnc0 7ABLENOTF�: 1250• Ex tnaonbal Dal 021 46 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5B1m 1)040 tlodoct S'SI 111117 , FIGURE 3:�.. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \���`nh%Y i V hl r?Il j� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3260• '^, ysct tJ@E •.•9 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = r EleBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 610.511 f 05 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND t IT" FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL4, f't}1'•^�. flti BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _� 7t p ,iJ-. 8063^T6 AND BEAMINIMUM OF.100'THICKSTEEL STUDS TO BEAMINIMUMGRADE 33AN0 ' fid''•.rL01ti'THIDR•' ('•` i ANCHORS INTO METAIB L SHALL EXTEND AT LEAST SCREW THREADS BSTEEL TO BEAT LEASTA25- EYOND THE MATERIAL. t.25 X 3.25 X.624• f f ffs�s`�il ........ •1, C..045 410 5 612 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION 577 (lI' • A LfNNIN(ILLR,P.E. FL P.E.658705 TABLE 11A _ Muitan cepoeity Tabil(tbsdl7) O Opardnp1MJIM(14rv0RIe9ry-spaWd mldlOte)orOpminpHe1phR(bPoollzO401"panohl0m000hS) #C SPio Ed in TOOTI ln I4073 501161 I 190 in 11013 1W in ffi O 126%346 Trspltlxog R.deapdst TnpRdanp. Rsded9utsr T.P411ag. Rxt wIm T-PRlag. Ret1.ePL7 TespRdsno. Rattuguln 1`1001 V. Rea v T.Oriisnp. Rtatn0A.1 TopTeh.p. Renit04dw Tlap%ltn0, A$ ■.0.24 1.08630 Ln4dig I.. tosdnp LwdiV toodnp tetdg lowing LOadxp 10.61410 toeen9 texdid Losdn2 L.tdig L4sdig tosdeg Loading 1006130 � (44 Ahlm.TUb1 s.. � �' § € �.. .. •� '.. 's a' .. $' ',. % ,. .� .s .t• s •$"� s �' §',� 'aI!xl.f �MUDIon ga& c E49 � 17� � �� A g� 1.r �� � � e & �� � E� 3 A& � 411 a �� § �� � IrQ �� (V ex 9x o v et v a r r3 v u c3 u^ LO 421. 110.0 620 00A 435 1704 111 17" 410 110.0 058 170.0 506 170.0 992 170.0 619 1700 1116 170.0 521 110.0 1240 110.0 621 170.0 1408 170.0 521 00.0 1735 1700 521 110A 1083 110,0 621 ,0..,7I 49io 170.0 708 170.0 Sea 1700 050 170,0 554 IVA 992 174.0 630 770-0 7127 170.0 as 110.0 7275 1700 677 170.0 1411 170.0 685 110.0 1700 170-0 680 7700 1703 170.0 660 itao 2747 1TOA 640 SPA15 in 174-0 710 170.! 561 77011 896 17" 631 170.0 1045 Box 604 170.0 1195 170.0 72] 170.0 1]15 170-0 741 170.0 JIM 1700 TSB 110.0 7793 170.0 756 1704 20¢2 1709 7S6 1100 2397 770.0 766 ,"+� Q'� 0) Bl In 110.01 797 1170.0 617 170.0 956 110.0 691 170.0 1116 1700 iM 170.0 1276 170.0 1 607 1104 1411 /70.0831 170.0 1694 1704 816 170.0 1913 1700 061 170.0 2231 170.0 661 160.2 2401 170.01 861 133 Q Q v ~ 60 to 000 BBS t70.0 111 170,0 1063 170.0 797 770124in .0 0 08.0 078 170.0 1117 170,0 464 170-0 1596 }70,0 990 174.0 1771 170.0 1033 }7011 2125 iJ0.0 10W 1059 2163 170.0 Nd] 170.8 1163 1704 1063 [J,7 (n do 63 in 110.0 SM 170.0 746 Vito 1116 170.0 650 110.6 1302 170.0 440 1109 1406 1704 1015 170.0 1673 1711.0 1016 170.0 1659 170.0 1122 1509 2060 170.0 1169 13 45 2060 170.0 1171 117.7 2060 110.0 1171 F. 6613 VoO IN 110,0 797 170.0 1169 170,01 003 110.0 13M 470.0 1002 1700 tVE 170.0 INS 170,0 1TS3 110.0 1155 1700 1518 1110.0 1210 1430 1466 170.0 1276 122.6 1966 000 1205 107.2 }466 t789 1280 to z 727. 110.0 7063 1704 878 1140 1275 170.0 1069 114.0 ties 1100 St25 frog t700 two 7279 154.1 17341170-0 1715 135.7 1736 1651 1316 115.6 1734 155.4 !270 "A 7734 WA 1352 68.7 1734 1502 1]52 z J 7613 170.0 1122 170-0 911 1700 1348 170.0 1060 160.5 1558 170.0 1209 117-0 1666 7653 1185 131,1 1558 161.6 O6b 10.9 1556 141,3 1251 983 1656 128.7 12M 707 1556 122.3 1219 11.7 1556 121.2 1216 o Z 7110 770-0 1161 770A 507 flag 138t 1709 tit6 1559 1471' 169.3 INS 136.4 1477 132.0 t224 1213 1411 139.! 1206 104.! far? 129,5 list 909 1477 1109 1169 77.9 1471 1109 1761 602 7417 1093 !!M q �.. Z 901n 14LO 1110 1465 586 110.4 1110 123.9 968 Toth 1110 1079 951 III 1110 969 936 702 1110 07.6 822 71.0 1110 60.7 910 692 1113 71.3 891 502 1110 6S.6 870 14.4 100 627 510 BUS In 117.0 970 120,3 811 97,5 916 Ip1S 856 87.6 975 pU 702 732 976 71.6 OM 65.0 915 77.2 517 585 975 BSA 801 4611 916 57A 789 41.0 975 523 r76 1 366 ITS 49.3 761 N O c0 p 'lOB S. 82.2 771 64.0 676 685 771 70.1 6s$ 56.7 771 61.3 674 61A 771 54,3 670 45.7 771 49.0 655 41.1 771 44.1 707 34.3 111 30.9 632 29A 771 3511 621 70.7 Ri 32.4 5tt (/3 �� �¢�r 11113 75.7 730 77.3 661 63.1 730 65.0 660 70.1 730 68J 701 473730 41.9 631 42.1 730 45.0 622 91.9 730 47.1 614 31.5 7b 35.6 600 27.0 730 31,0 709 237 130 29b 681LA 120 in 699 621 61.0 689 19,9 624 61,2 $60 429 62/ 41.3 dig 37.6 624 39.2 544 33.3 624 35.3 537 30.0 VA ]L2 Bit 2511 524 17.7 519 21A 624 24.8 so$ 10.7 624 229 501 ( ,K 766 in 367 433 ]S.t 400 285 433 244 $95 2411 <33 26A 390 21,7 433 224 385 19,3 A33 2011 301 1X3 433 1 102 1 376 TABLE 118 < ` fit (0 O O An4horCapa6llyrebl0(Ib0) ANCHOR CAPACITY ADJUSTMENT FORMULA: g 0 Sanwa z180Mdn- amcarc. "cmu F&MCMU Pywcall M8t4 ANCHOR CAP.,,,,„,,, (DP,,,)X( }eANCHORCAP,,,,. 0116'Elco 1f4•SS E00 5118•Eko IIC SS Elto 010 Sied 112Sted 0120106 MULLION CAP.,,n,_ A3c1Xr1kpe 3nrtatautltttn Vepca8819tp1 sft,t97oeatxon tl4'FxoutmcOn AOQaador 6COxm ApPmaya sa9w(G6)saer 8crcw(GS} USE THIS FORMULA TOOBTAIN THE*ANCHOR AnehorCOppdtsma in9oron usl0rce n 1' 2-117 P 2.17 3118 r 2.07 1• 2-ur Y 3-119• 2' OAV aw 0924• CAPACITY REQUIRED'CORRESPONDING TO AN Emeednetd VD1 tau' 144• iSI4• 144' Y 2-114• t-tta• 1.114' 1-114' 1.114• 1-114' 2- 1-3W tars mates ACTUAL PRESSURE REQUIREMENT FOR THE 2 ArK 10-mn,0.016101tlao 003-181 pig lk Scoot 3900s -05016 000 en 1E44 On 90100 280109 934 tos 74o Its 37403 661 es 94610 04107 442 IM moles OPENING,WHEN IT IS LOWERTHAN THE MULLION 4AMM546S7IPTAK -1-12t,o(drofn4QCI,g1g.4 43D its WA on ILIA WA NIA e1u 99Pas WA JIM WA WA Rut 68zms 8501m 112026 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AICWsa3•B1n0.c.Im116 Arg67yp1/LF1D 3k 7m ms Tm NS sm 215 lSm Re 100003- Motu Sm aO ILIA 76086 748 wt BmRa 199x50 se219S 8451E 1120 R1 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Areb-COs NtLO.C.IU4�p,Wo.tarAmmlFlga NIA 19At1IA -WA nrA Nk WA NIA WA NIA IDA WA P&A N/A IDS CAPACITY WHICH MAY BE USED TO QUALIFY I Aat67/FC6p(Fl0.5) 195 IDS 19686 27505 44606 82205 135103 1400o 1770s 310101 1117 os 33286 47306 17O0n 22100 2m OS ADDITIONAL ANCHOR OPTIONS FROM THE 2 A.tI66�9 i.18'bitn0_CJFCtp 6i mas amts It% NIA NIA tug 14016 Nfa NIA fun 1411 42 7DA 341 Rn 416 06080 ANCHOR CAPACITY TABLE, PRDDUCT'REVISED as complying tmbh the Flttlh FIGURE 1: FIGURE 2: t12 BuildinAtapf Code 8.0� TABLE NOTES: 83p(Is*on Date_ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dado fmdu07 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. - 11Yi•,1?tdf �lfi ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3, CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ! BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 7, 111 PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTMCwftWOODSHALL z3'.� FIGURE4: FIGURES: FIGURE 6: ti i to HE PRESSURE-TR YELLOW SOUTHERN PINE WITH AN SG OF 0,55,ALUMINUM SHALL BE • 808&T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MiNIMUM GRADE 33 AND 4� • * ! • 045'THKK(186-0LIGE).STRUCTURAL STEEL TOBEAT LEAST.125'THICK AND A38,ALL %;O '"LOH1S7h••' • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ��iJS.tSjAj, • 010 8 012 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S.OR 410 S.S. 125•X 3,91•X.624• A.LYNM MILtJ;R,P.E. MULLION FL REM 68705 TABLE 12A MuRlonCa d Teblo bslftr • I tp$�p• OpenInB Width(for verticallpspartrirg mvI9olt9)tlr OpontnB Height(for hodwaal*spelW tg m ltlorl9) t4 SOtn 8013 Id In I 80h 8018 lash 120h 14091 16014 1loempular TiWWidang. RLoanseI TrapRdeng. Rtetmwor Tnpmterrp. R d4"'w heW7d-10. Rect.90m Tbpridang. -&"Wer T1eW'mer41. Re0ten0im TretYOfang. GMctm$rlsr 7tap01ert0. Reei4npler h nd 2x4X 2S 100930 10030 Loans taeeng ""be 10039 loans 100!130 L4adUq Loans towns Loans t4aft Loft pteD6tgj Loans 102200 194!880 c Alum Tube i - 11 1 11 1 E K a3 F. 0{ IY d K S <W QM1 cH. fY Sc E KOt 42- .cK d k ~ C6 a� 42h 110.0 820 170.0 135 170.0 744 170.0 470 170.0 668 110.0 506 170.0 992 170,0 818 170.0 1118 170.0 621 170.0 1240 170.0 521 UOA 1480 170,0 d21 170.0 Vli 170.0 521 170.0 10$1 170.0 621 � r IBh 178.0 708 478.0 524 1704 050 f70.0 620 170.0 082 178.0 630 179.0 5133 110,0 681 i70t 1275 17$,0 077 1780 1417 t70.0 880 170.0 1700 170.0 We 170.0 1863 1170.0 660 17'0.0 7207 1700 609 SOt2513 170.0 747 170.0 563 170.0 6% 170.0 W1 170.0 1040 170.0 664 170.0 1195 170.0 723 1700 1345 170.0 747 170.0 1494 170.0 750 170.0 1703 1700 756 170.0 2092 170.0 750 170.0 2381 1700 758ILI � � � 54 in 170.0 7W 170.0 612 1700 B58 170.0 091 110.0 1116 170.0 734 170.0 1275 170.0 6W 170.0 1434 1700 837 170.0 1894 170.0 858 f70.0 18t3 1700 881 170.0 2231 170.8 $81 1700 2530 170,0 881 w C, (� 84N 1700 1185 1700 Tot 170,0 1003 IT0.0 747 5700 1248 RRO a7a 170.0 1457 1700 944 1700 1594 1700 .886 im 1771 110.0 1833 170.0 2125 t70.0 5003 tMe 2479 1700 1083 ISO.$ 2680 170.0 ion t+3 63 In 170.0 030 170.0 745 110,0 1118 170.0 850 170.0 1302 170,0 940 170,0 1468 170.0 1016 1700 1073 170.0 107e 170,0 1659 170.0 1122 170.0 2731 170.0 1109 169.7 2573 170.0 1171 145.9 2653 1700 1171 66 in 170.0 074 170.0 769 UOA tt69 170.0 903 170.0 t354 170,0 1002 170.0 fS58 170.0 1060 Use 1753 170,0 t165 170.0 1840 IT0.0 12t0 1700 2336 170.0 1276 SSCO 2437 flat 1268 }324 2437 170.0 1280 77h 17041063 170.0 618 170.0 1272 1701 1009 U0.0 1466 170.0 1126 170.0 1700 170,0 1228 170.0 t913 170.0 1315 1T8A 2125 1700 1387 USS 2184 170.0 1468 124.0 21M t70t 1520 1092 2184 7700 5530 78N 170.0 1172 170.0 937 170.0 1340 170,0 1000 170.0 1670 170.0 1209 170.0 1781 170.0 13'72 t$E.1 1060 170.0 1421 146,0, 1980 170.0 1503 IMS 1960 101.9 1648 105.1 1800 154.0 1533 921 1960 162.7 1531 lU 76N 170.0 715t 170.0 997 1700 1381 170.0 1y18 170.0 teff 170.d 1260 1700 1642 1700 1369 152J 1881 170.0 1474 137.4 1681 t03t 1580 114.5 1681 147.3 1413 962 5881 139.8 1469 039 1801 137.8 1454 a- 90h 1700 5324 370.9 1114 149.4 1308 iSQtl f2i8 }27.6 1306 136.0 1196 111.8 I= 521.3 file 99A 1398 }102 1132 805 1395 FOIA 1147 74.5 1398 89.6 1122 639 Ina SZ7 1105 519 13M 70.9 1090 � J 00 113 147.4 tYt9 161.8 1096 122,9 1128 1x7.5 1070 106.3 1220 111.2 1001 02. 1220 908 ION 81.0 1229 89.8 1029 7J.7 A31 "A, 1220 722 823 227 1229 53,0 077 46.1 1229 $2.1 097 a §4'Z N 10$73 103.4 D7! 105.6 677 683 971 69.0 d02 N,0 471 fill 840 64.7 19110.4tev 67.3 871 81.8 526 61,8 3.1 971 49.0 796 379 4fy 44.0 782 320 eTi 40.6 7ly fN00 �,,IN 950 987. 632 706910 81,9 ale 66.1 91B 70.9 606 179, 630 910 66.7 764 47.7 30,1 919 44.8 16$ 34.1 910 402 742 29.8 B18 37.1 7J2 if 1ZO In 760 766 780 71B Oz,e 166 84.6 705 630 7B6 55.8 695 47.2 41.9 780 20.4 677 37.7 31,5 769 349 6S3 27.0 768 31.0 $41 218 LU X Q 144N 41J 548 442 504 304 R8 370 498 312 648 31.9 4.45 21.3 20.3 846 28.3 47B 2tA tA2 848 298 484 t6.$ 208 iT.2 465 137 318 16.5 Itd UX TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA; N Z AneharCe ad Table • _ � i(({rr�}�� ANCHOR CAP.,, ,1 E� SWEI6te 27k tblkat0 SSt com. "com CMU FOedCMU Pr Wa05 Maid (DP,",)X{MULLION CAP.—, _ANCHOR CAP, , .0 � WIG'Elco Ir4•Se Eko alte•FJCO 111'22 OCO 610 Slat M129tR4 01291cei F 55 ARehOrCDpP•t7at0• Anetalypa 3'19E1e0U8tson 14'Ek0U5W863 utlnxm WICEICOUmal 14•EXoUftw06 Aggreaxar UtBem A4;IGSW Srww(05)9tnmm $tttsr(05) USE THIS FORMULA TOOBTAtNTHE•ANCHOR Edgegstmcegn) r 2.tre P 2.1x2• 3-Ir 1• 2.117 1• 2-Ur 2• 3.14'8• 21 0.44' 0.620 0.324• CAPACITY REQUIRED"CORRESPONDING TOAN Finaaamt n 104'4• taro• fau• 18?4• r 1.114• 1.14' 1414• 1410 1.174' taro• 2 1.371• lar vw" ACTUAL PRESSURE REQUIREMENT FOR THE 2AnC1049®476'Mot O.C.I S73EOV mQW CVp(Fip 154 Woos 3900s 450 t5 ao9as. 16th ibs Fobs 26990 35023 T40iO3 37453 66163 946 t1 3tits 44zts scolds OPENING,WHEN IT IS LOWER THANTHE MULLION 4Arclan 02.x'MOt O,c.1 StmWN(v Oleel)Crp("a S) 740 is 74D tS 650 is 14550. 1424 is x20 0015 66 WA 00SW3 NIA am is WA [A2W 895 bD 112DZS CAPACITY(FROM THE TABLE)OF THE SELECTED 6Aselars la f.7i•Mh O.0/StaWt10Ox 06ei1t;9p fftp.4) 685 ti756 fm 1946195 NIA IIIA ?GSRs NA 79011. NAA IVA WA 102211. I32J90 1680•s MULLION.IT WILL YiELDA MINIMUM ANCHOR 4ArChM@S!M410.G102t5Ar0WCVsi(n&St ?Bots 1 me t5 Imits I1896 iscuots 56018 ILIA 76011$ 748W3 660 t6 2699 Me 65220 e05tx a 112060 CAPACITY WHICH MAY BE USED TO QUALIFY 6A1e:Isxs®0'MBI.O,Gt 2�OAMIDCtq r Fil 67 117OWS 117018 /aloins 2340tx 1 260 IM I OfUlas 6015 WA i14ot! sl22ts -m-ais mmts 10721ta riv1681 ft ADDITIONAL ANCHOR OPTIONS FROM THE Zo 3Alelprs®1.91'2073 O.C./utpp,Wo,12Tn6Im.ffp 7? ILIA IIA NU WA IUA WA IIA NA WAWA WA WA t4A WA 973 ANCHOR CAPACITY TABLE 6AR110M0064`Min 0.0.1U42r,7200,129 Alum. ak WA IIA I MIA WA I NIA I MIA ILIA NIA to ILIA WA WA WA CSA 21 is PRODUCT REVISED 2.038103 4it 264'6900.0/FCip lR49i 370976 010155 315 tf 743IOa 71213 run 26981 xA 316;3BDID5!3 ILIA 440 tm ILIA 31120 442113 660105 as eemplying svt6r0roFlolidi. 3Att?W0i-7t•Mh O.CJF47ip .! 44324 5251!6 379 is 973as MIA NIA 0E 323N51 NA WA IVA 61103 664116 810ffi ODtiding Cads NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Attsptanw too Iro-021$•4'/0y�3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expirati 93rD !+V Z J FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" • • • • • a • TABLE NOTES: - 201811{Pads PsadaM 1)111 it 1111 4'l • • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. \�� q@i'�•.�'�••?ITfle•/iii FIGURE S: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • 254• 4.000" r•: Nn.56705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS Z-23,FiGURES SHOW SUGGESTED,APPROXIMATE HOLE - LOCATIONS, :,•T) TA k6 it j�" FIGURE7: FIGURE B: FiQUR£0: FIGURE10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �� '• :: • • (FIGURES 5") (CMU)SHALT CONFORM TO ASTM C•40.WOOD SHALL SEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. � FLt7RtU`�.• � • •• MUST BE USED ALUMINUM SHALL BE 0003-T6 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THiCCK 18 2'X 4•X,25 MULUON IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I/1NNjt 711` i • • THREADS BEYOND THE MATERIAL.#10 8!712 ANCHORS INTO WOOD MAY BE STEEL,18 8 S.S.OR 410 S S. A.j1LYMILLER,P.E. FL P.E.B 58705 TABLE13A Mulgon Capsafty Table lb6)Rf • p+ 0•ninpWidth{torvantcakop9lr4rgmoon0)orOpanbtGH•i6ht0brhartzoriah-spanntltgmWons) 606 60 to 7010 so in 11014 100 In I24In 140 in too In ' Ret18001def TrfgilTdrag: RaU6n0 tv Trop-mv, R•C1mr0 T.9111". Red•14 " TooTdan6. Ratanjg Iran" r0. Rect•rw. Ttopmam Rooloa9der Tfapridatl9. Rocten8dar TiopRdve Reetoptler T1aplldOnp. p 2X9x26 laalty taadv to3ing 1.00.®011 10.0100 L-d1v U.In9 I-" ta•rrg ta3ing t &V LCaRn6 LOarna La"n0 1.03109 t4a1nD Loa&g )0.0.100 a AlMulliori• a_, $.-. .. t aa.. 2: a d2' ,,. '� 0.x '� to a, 181 a 2 h.1 2 U) 421a 170.0 020 570.0 438 117041 744 170,0 478 17(t0 860 I t70A 509 171LO 002 170.0 518 170.0 1110 110.0 521 170.0 1240 170.0 521 t7MO 14M 170.0 521 170.0 1735 170.0 521 170.0 1965 170.0 52! Jd lU-J 48M 170.0 704 170.0 624 170.01 0.:k 170.0 SU Rat) 092 1170 830 170.0 1133 170.0 bet 170.0 1275 170.0 077 170,0 1417 t70.0 000 IMO 1700 t70.0 600 170.0 1003 170.0 W 1704 7787 170.0 alit � ti! SOA25m 170.0 747 170.0 503 t70.0 609 IMO 631 570.0 1048 170.9 064 110.0 1165 170.0 723 1704 t245 170.0 747 110.0 1494 1740 750 170,0 1163 170.9 758 110.0 2092 t70.0 1 756 170.0 2391 170.4 7Se � 0:� ISA 54 M 00.0 767 170.0 812 170.0 60.0 170.0 881 179.0 1110 170.0 754 170.0 1275 170.0 eat 170.0 1134 t7D.0 037 17Q0 1594 170.0 050 170.0 1613 170,0 551 170.0 2751 170.0 681 170.0 2550 174.0 081 DLI c0 60 In 1704 (154 170.0 701 170.0 1063 170.0 707 110.0 1240 170.0 675 170,0 1417 170.0 044 170.0 5594 110.0 098 170.0 1771 I= 1033 170.0 2125 170,0 1003 00.0 2470 170.9 1685 179.0 2533 +70.0 1053 � t7 114 N 636 170.0 SOO 170.0 745 110.0 1118 110.0 850 170.0 13M 170.0 040 170.0 1480117Q0 1016 110.0 1073 170.0 1076 170.0 1850 J17O2 1122 170A 7131 170.0 1189 17x0 26D3 ITO.O +171 170.0 2973 17DA Hit 60 M 170.0 974 170.0 708 170,0 1166 170.0 90.5 470.0 1381 170.0 1002 170.0 1556 170.0 108q 770.0 1753 170.0 1116 17D.0 1618 1210 170,0 2330 I7a.0 1276 170.0 2727 170.0 1286 570.0 3117 170.0 1208 �c 72N Vail I003 170,0 a78 170,0 127S 1'70.0 7046 110.0 1488 170.0 11126 1704 1700 110.0 1720 110.0 HIM 00.0 1315 RM0 2125 367 170.4 25W 170.0 1406 170.0 2075 170.0 iSH 170,0 300 1]04 1539 � c 78N 170.9 1121 170.0 977 170.0 1M0 779.0 1000 170.0 1510 170.0 1209 170.0 1764 170.0 1322 174.0 2pf6 170.0 1425 170.0 2243 565 +70.0 2602 170.0 1828 170.0 3149 170.0 1094 17(1.0 $506 170.0 1795 J 4 Z 7t 7em 170.6 7151 176.0 eel tto.o 130.1 170.6 tfle irao ten no.a Izso 176.0 1042 110.6 1399 170.9 2072 176.6 u74 ua.o 23x2 504 Itaa 270.3 176.6 170.6 176.6 3223 170.0 mr Hoo 300.3 Iro.o 1769 Som 17ac 1528 17ok 1144 170.0 1594 17AO 1328 1704 W% 17410 1498 170.0 2125 170.0 1653 I7a0 2391 I1Q0 I1e3 170A 2MM 910 179.0 3188 1704 2125 1504 3415 170,0 7273 Ssas x413 176.6 23tli dj Q9tlm 170.0 1417 170.0 1232 170.0 1709 170.0 1434 170.0 1653 170.0 1622 176.0 2257 170.0 1704 170.0 2554 170.0 1952 170.0 2533 095 160.0 3W9 1744 2330 ISIA 3199 168.0 2470 120.0 3199 15&1 24251DDN 1704 tsw 00.0 uae 170.0 W13 170.6 far 170.0 223! tt4.o 1870 170.0 2550 Hao 2670 164.0 2107 116.6 2275 14x.3 2761 333 123.6 2151 140.4 2251 1034 27at 125.0 2234 Dz7 2701 116.0 2100 04Sltto 174.0 1838 170.9 5454 I70A i@a8 1X44 1700 170.0 '1293 170.0 1932 774.0 2621 170.0 2146 iSIA 2032 !67_3 2245 138.0 265'! 2Ki fS314 2832 128.4 2580 8TA 28}2 116.1 2126 564 2532 f063 2098 X 1206 1704 1771 170.0 ISM 170.0 2125 170.0 11159 154.4 2252 159.9 1991 135.1 2252 141.4 7084 120.1 2252 1272 1936 106.1 2252 015 041 2182 00.8 1672 772 2252 669 W38 616 2252 81.4 1600in3744N 1261 1581 Sze.O +44S 104] 1551 100.1 1425 50..4 750.1 111.6 140.1 782 1561 eat 130.6 0115 1591 rzs 1373 sze 1164 857rase ext 1504 Sao +330 44.7 1564 1112 1305 390 1564 44.4 1203 ¢ N Q p 4 TALE 13$ AnchOrca aclT•ht4ba ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHORCAP„ate.. 1�'� S9btEaie tTkConaMe U117EM, IbBaxCA10 Fel04t:IdlJ 6711\11 MtW {D)?11}}(� }aANCHORCAP... SI18'Ek0 1!4'SSEkO 51ir00 v4.6SEaa 1105ted M2etca 02st0a MULLIONCAP„x,,,,, Arrchor7ypa: 3717 E1to(Hooton 174.1:x6 ulbOcon 0.717 alt.Iaba4m 1141 Ek.1416600.1 AnchorCRPPattem• 113-1/6' AporekaM USnc00 ApPeGatm 6aew(05)Scrsw(ast 0(rew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edp3 Qgtanc0(In) r 2.12' 1• 2.177 sur r 2.1rr 1" 2.10 r 3.116' r 0.41 41S41 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN Em6eMnmt MX 1-311` IIV4 1.3x4• I•N4• r 1-174• t.tl4• 1-114' 1-10.' 1.0.4• +aa• r1-30 I3r8• ,edea ACTUAL PRESSURE REQUIREMENT FOR THE 2MC11ora®4.77 MM.O,C.I St.XW CrCRu1CUP 070.182k 39013 3601w 4509 69061 1644 =W3ms 20 60.0164 354 an 740 3741 -ON It. 940 IM 341 IM 44204 55060. OPENING,WHEN IT IS LOWER THAN THE MULLION 4AWW.04.6r 560.6.0.161sm a(WOMO)Ckp(Fr9.Jk 78060. Nams 90Dfx IMM* 323296 56M Sao16s 7080* 74eomo 74828 121263 tMft 0.5260. 55500. ItW65 CAPACITY(FROM THE TABLE)OF THE SELECTED 8AMMr•8 t.ri'MIO.O.Q I SW.Owd(or Oftel)Cfp ,4X 11501ba 140063 1910 m• 2505 ft WA WA 040lb3 WA i06SaC WA WA WA 13-63 1770 to MO Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AncMxa 423'NtL1 O.O!{2l235An0M 1XysI(F12.SX 7800.• 76024 850lb- ISO It* 10863 5401tn 560lbs WA 76alb* 746 ft860183 189216* 682 a• 655184 1120Ib3 CAPACITY WHICH MAY BE USED TO QUALIFY eAMtgrm�YATm O.ar(212r5Aq&Ck3IFq.6X 1580MA 1560 tbs /380 ms SUP iw a7s2M 1050164 tim" WA i52ff 4n 140660. 1760 an 37811811 13W At 1770 b3 2Mottn ADDiitONAL ANCHOR OPTIONS FROM THE t2ArotaN 40 IV hum O.C.1 U)2r5Afvto CW4 I(Fig.7X 166010* 2100 IM 1440 W0. 3780W WA I WA 1321 00. WA WNW WA M WA 2945 V. 26540.4 3380 IW ANCHOR CAPACITY TABLE Ftt0llttCTitTYtS$D 4 ArKb m 401.34•Min.Q0,lu4CI%Mtc.125•Alom.(F4.S). WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 lbs as(x)vcry REVISED 160 FtOrtd4 SAmhom 0044•Mm.O.C.l LIMP,1nlo.125"Akm.".6 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 ms H--2.000`-�! mftroplwidins Cods. 2AM0as 40468`Mn G.O7F•Gfy(fip.lnz 3663 390.6* 45ow s90W3 10566. 2To ma 250180. 351 t» 7401* 374 Me 63815 DeIt 13 34/Wa 44zW asoma AR �No 16-62116.0.$ 4 A0cMn 1,71`7.00.0.01 F•Oap q.L1X 590 Wm 7001¢ 50%U 1296160. WA WA 4706• WA $33 CIA WA N!A WA Oath 885 an 4120 mf .259' Im w1 . ?.' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: py M;ua !'roma FIGURE 1: FIGURE 2: FIGURES FIGURE 4; FIGURES. Fit i)RE9 FIGURE10: FIGURE tt: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 5511 i t t i J I • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEMOS. t� .. Cjt1t,........!. 2)UNE AR INTERPOLATION BETWEEN MULL LENGTHS ANOfOROPENING WIDTH$ISALLOWABLE. • • •• • 8,000' r • • ♦ • •+ •• • r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS is,! (dn 53705 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 6: FIGURE e. FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANKLE »'0'•('i• () �� 1.71" • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ) LII: (FIGURESCONCRETE BLOCK UNNIT{CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED "�� ti•• S Al'G OF •.y ti • • • • • • • • MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 6063•T$AND BE A MINIMUM OF.125 �� •,•rI t?T+iq)A,r'\��: • • • • • • • • USED M THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO PAIRS, BE AT LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 21 X 6'X 25" A.L111�fJ'd MVR P.E, THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL:18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE'14A MulllonGe ac Tbbt9 OponingWldlb(rervurfleglN-sPamin mUlons)orOAentnpH$IgM(forhoozaN.$ry•gpOningmutom) 60 in 6D In 70 In a1.to 901n loo in 120m 540M f60 to O Redaatpam Ttoprlduyl. RBetangNm TrapTduq, Recivadu 1mviT"loo RactanpWar Tn{JllWq,Go 4oaS taadi Lo LdeReolen914ar TmJldap Re4lwgOt T78p?Aatg. RSol Wof T-tTdalm. RtttBrgWat TripTAmtl. RO•t4i 1.26""2.11" Loadbgo4tr TreplNany y x.12 ip a!np eArp load40 �p n9 a®n$$0 Loadap tnaf8p L4adw Loaa7n8 Lwmng Wadrlp . L-4219 L-ft too6.ny LoedBg toaCry Y u 42 is 1412 520 167.0 428 1202 526 1486 418 1010 520 1369 414 60.1 528 1348 411 80.1 ISM 1341 Cl 721 628 1345 411 80.7 628 134.1 411 61.5 620 134,1 411 45.1 626 134.1 411 � Fl 48n 908 403 5080 933 806 463 94T 325 696 403 834 320 60.4 403 81.4 817 517 dW 78.1 315 48.3 403 T86 314 403 403 780 314 346 403 788 314 902 403 786 314 _j _ 6ae25In.823 362 81.0 301 48.8 992 78.3 294 66.8 382 7L8 259 51,5 302 87.2 280 417 382 649 284 41.2 362 636 203 3W 382 615 287 29.1 382 616 283 25.7 382 83.6 283 ,"",mss 0'$ V) 61M 87.8 319 T4.1 287 685 310 84.2 201 q&5 318 67.7 268 424 318 635 253 37.7 310 60.0 250 338 310 48.5 249 28.3 318 49.1 246 24.2 310 49,1 248 21.2 316 40.1 248 ul Q d 60b 406 258 63.1 219 41.2 258 457 214 3&3 258 40.7 210 309 280 3T.2 207 27.5 258 34.9 204 247 258 33.4 203 209 20 32,2 2011 17,7 258 322 241 I&5 250 322 201 U) 'lw 427 to 234 46,6 2R0 35.6 231 301 105 305 234 34.7 192 28.7 �234 31.6 189 23,7 234 264 180 21,4 234 28,0 154 178 234 286 103 183 234 206 183 114 234 M.6 183 J 31.2 213 394 "163 91.0 213 317 /7D 206 213 29,6 170 712 213 27.0 173 208 213 21.1 110 18.8 213 217169 155 213 27.2 157 113 213 220 154 ILS 213 21.0 tea268 170 301 155 719 f79 258 152 20.4 178 225 140 17.8 179 203 147 158 179 18T 14524.3 18f 25.4 1411 20.3 1615137 17.4 101 130 135 1&2 1Z 71.5 162 21b 133 i&B 152 18.8 19i 161 152 17,6 128 " Z: 7 TABLE 1 - ANCHOR CAPACITYADdUSTMENT FORMULA: N An6ho5C9p941T9ble b9 ANOHORCAP.,,p,„,,,` H ?C °� O SU'9Sn18 2.7k cakrtse 18C C.ac, t#&MCdiB FkeGtip7 PT15'LW Mdat (DP.,,)JC� IaANGHOR CAP.a, (J) rYe 51i6"Eko as Elco I116-Eko 94'96pco NtO6td1 N12ateN N12$1 1 MULLIONCAP.,�.,,,,_) X $ Artt4f lypd 9116•Eko NlracO te4•Dco U9rsm 9116•EkeU42cM� td•Eko U9accn rq RI AncharGilp Pnttdma Uemcon AggeGa� U9 Q4y Agpcd9t41 st a (G6)sutN(05) s5mw 1c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR U1 EdOe txslencegn3 r 2-771 1• .2.1/1 3dIB" 1• 2.12• 1 1 2-trr r 3-vB' z 048` o,W o.324• CAPACITY REQUIRED"CORRESPONDING TO AN y Emttmnall taro- tars• tats yar4' z t-vr 1-ur yax4• s.u4• 1-we I-v4' z ta43• fare mks ACTUAL PRESSURE REQUIREMENT FOR THE tV 4AMro4 3'88n.0.C3F4F5AiS75CIpj 1) 7&Ilm 780 bs 660aa 1550 kb 189696 640 im t601M ILIA I 76061 748!51 BMW$ IB921m 802 NS 685ma 143086 OPENING,WHEN IT IS LOWER THAN THE MULLIONQ ¢ O O CAPACITY(FROM THE TABLE)OF THE SELECTED A ~ SON MULLION.IT WILL.YIELD A MINIMUM ANCHOR � � �(04 CAPACITY WHICH MAY BE USED TOOUALIFY IX w ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS• r-1.266--1 rpumUCT REVISED of 010 FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. Daitdil g eanlI,ytnd with Flbddb Coda AeaF4mlco IVo x(0.021$„tl� 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. B p reti0rl Ijp 2� r (� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.116'F By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IF Mi ANGLE CLIP MUST BE USED IN PAIRS. .125' y 1.11 t I 1 I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090,WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 8083.TS AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.046'THICK(18GAUGE).STRUCTURAL STEEL To BE AT 1.78 X2.17 X.t25'MULLION LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =�'„:• sib•G8705 THE MATERIAL„#10&012 ANCHORS INTO WOOD MAYBE STEEL„18.8 S.S•OR 410S.S. ' ':'lilt•;`- �'t�t t ,r lif r� i STnTI.OF ,5?IONAAL 1111. A.L Whi1112Cl.P,E. FL P.E.#58706 7ABLE15A Mullion Cglotty Tsbts ib67f1 Opsnlnp Width(for tierGcoiFlt-spatrirg mAsons)or Opening Haight(for herkorja*spamft a Ulions) 501n BON 70 in sok 9013 f1000 120 In 1401. 16044 �4I O RcttnlOttlet 7ie1Y414r19 RScimWu RByYirmq. tieetangdar hpVNmy{. ITcdenOaler 7'tapTdmrz nectmrgdm itap+ManO. Eicdalyt4er 744pr7Mn0. RodenOtdar Treprgi4r0. ftectmpp4et Tre870ten0. Rcstangdar h491Slfang, n 0.26"30 LondhB Loadng Loedn9 Loafing Leading Loadno tans Lend" L>� t.00ft Loodng L-ft Lassiv to3dng wwra Loadno Loadrq twdnp oY # DEG.Al BAY MULL 113 �'�Y¢�i � $Sf�K Rt Eg¢ d 0�1�5tt .B�Sr yS � �� 4 Zf� x�.��6t^ y�L �' rT LES�t f�$�� � t7S�� �SB y�n��' t8S 0�i' x•A&�¢ �6] � � � 8 m B a d fid k a fid a 3 s' 31E 3@ s d � d d U dG Zd F z � 4244 1700 620 170,0 433 170.4 744 170.0 474 170,0 640 170.0 008 17010 892 170.0 519 (70.0 1116 170.0 527 170.4 1240 174,0 $21 170.0 1400 170.0 621 170.0 1739 170.0 621 118.1 1710 170.0 O 021 -.1 4844 170,0 700 170.0 624 170.0 050 170.0 BU 170.0 092 1170.0 630 170.0 1133 170.0 661 170,0 1275 I?QQJ 677 170.0 14117 170.0 600 1622 1522 170.0 Re 130.6 1522 170.0 600 1142 1622 170.0 000 5 = $0.82514 11700 747 Wall 563 Roo M 000 fill 170.0 f046 170.01 664 170.0 f195 troll 723 I 170.0 1345 170.0 T4T 164.2 f441 lT0.0 706 fSB.9 1441 174.0 75B H7.311443 T70A 758 1028 1443 Iloo Too � � ��LUN 64 In iT00 707 170.0 612 1AIR 856 170.0 091 flea fife 170.0 704 1700 $275 170-0 601 IWA 1151 170.0 637 144.3 1153 170.0 856 120.3 1351 170.0 061 103.11 1353 1700 061 902 130 170.0 001 Lp M 60 in 110.0 flee 170.0 Tat 170.0 1003 170.0 797 1870 1218 Doe 070 146.1 1210 170.0 944 129.9 1210 159.8 830 110.8 1210 1511 824 07.4 We 146.1 013 83.5 1218 USA 013 71t 1216 140.1 813 63 In t7AA 030 170.0 74S 170.0 1118 170.0 850 1612 1150 160.11 833 1311A 4160 1010 914 1108 150 141,0 690 165.11 1150 1342 US 87.8 1150 1207 all 7&1 11160 1262 070 6X7 Ilea 1128.2 470 ! 60h 170,0 874 170.0 768 152A 1048 165.8 681 1346 1048 Me 864 114.3 1046 133.1 850 101.6 1040 123A 639 91.4 1040 116.8 530 702 1018 100.4 821 63.3 1019 1 1002 516 87.1 1040 4062 Me z [u(L•� yZ 7244 MOA bee 147.9 784 117,0 800 128.0 TIB 100.8 860 118.6 TJ1 60.0 060 100.0 772 70.2 680 820 712 701 080 602 TOS 60.7 880 792 601 60,0 160 70.6 6M MA Sea 76.4 see m 7844 110.7 790 120.1 690 89.6 780 f004 678 85.8 780 911 663 74,8 784 OSA 60- 58.5 700 700 613 608 794 71.7 615 499 790 6E.1 824 424 780 621 819 17.4 794 61.6 biT '.5 7813 1110.0 760 115.5 657 02.3 750 98.1 OM 78.1 750 818 032 09.2 750 77.1 621 8+4 750 70.0 812 %4 760 63.7 005 48.2 750 59A 594 394 750 562 680 34.8 750 65.5 566 9010 72.1 603 74A WD 601 603 62.8 491 61.6 60 64.6 403 45,1 583 45.8 475 40.1 601 44A 464 38,1 603 40.0 402 30.0 503 382 452 26.8 663 313 446 226 501 31.9 442 N .O go In 580 495 61.1 443 49.0 485 61.6 475 420 49S 44.4 427 17:1 493 38.9 alt 310 495 14.1 MS 28.7 483 332 409 24.8 495 24.1 400 212 415 20,8 384 18.0 485 23.4 380 N 10ON 41.7 391 42.0 331 34.8 391 35.9 340 20.6 311 11.1 342 201 191 27.6 337 23.2 191 249 333 20,9 391 220 328 170 301 19.7 32f M.9 391 170 316 W III In 300 310 302 333 32.0 370 310 330 274 310 28A 325 24.0 370 25.3 320 210 110 220 316 192 370 20.8 312 40.0 370 11&1 305 it LU � 1120 to 300 317 501 289 25.3 317 25.4 284 2LT 317 225 280 18.9 317 1" zld ta.9 317 17.9 273 ¢ }� tM N 170 22017.8 203 1 18M z � a TABLE 156 ANCHOR CAPACITY ADJUSTMENT FORMULA - R �p_ AnctlorCs sct Table a ANCHORCAP.,w, 8uba5al« 217k lxrord6 15k Cana. naton 4XAU FA6d CMU F7 Wood Male! (DP,,,)Xt )_ANCHOR CAP._, 6116!MOO 1/4'SSEIco 5d10•Eke IM666W 9lostxi a12SIM OU Steel MULLIONCAP.,,,,,,,� Anchor COpPatteme Mddoriypo; 3IIrEkaudrecm iN'Etcotr2reeon Ultram 3"te•EkoLtasrn• U4'EknU111"m rvasEk Udm6on AOOreG4ta 6alen(Oe7 sa+ewlr;3j eaew(a5) USE THIS FORMULA TOOBTAIN THE ANCHOR Edge CUtm ear.- ra• r 2-Ur 3.46• 1' 2.1rr r 2-frr r 3.116' 2• q.�' 9,54• .8.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emdn tment nT 1.14' %14-; 1.314• 1.314' r 1-iM' Till: 1-frd' 1.144• 1-fµ• 1114` 1 1318' 1.318' +6665 ACTUAL PRESSURE REQUiREMENT FOR THE TAW-Q 6.68110.0.I(2)245Ar4%C44/fig.1 39OW 39006 4500s 89001 170005 270los 290443 354180 740 Os 3r44u 720413 Perm 34/16 446 me 6w®a OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anctan03.6•Mm0A1(2)245Aodocs9,In.2>, 780oi teoan 79orm 167oma 252-Zs 64.8165 x.8165 wA Tf2oim T48 Its anis 1692rw aazmo 66etao It2op5 CAPACITY(FROM THE TABLE)OFTHE SELECTEDCT 6Ar.hm@2.7r64n.O.C.i{212a6 An9k CMariFq.az 112406 1+200.8 85404 ?248tbe i?5403 NOl 6/00m WA 1058 @i WA !7201» MIA 1022Oe 13270, 16800' MULLION.IT WiLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i'RWUCT REVISED FIGURE 1: 0 complybg nifh di Floft TABLE NOTES: Belding Code Acceptance No Sry C+Zs8.p3 • • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. iroUan Date 2o21 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dy FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Mi Dada 2 Product titili71f7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23 725 ti� t , 3,�f ,f r ! • • HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. � alll`t••""'• 1tR ''if FIGURES SHOW SUGGESTED,APPROXIMATE ROLE LOCATIONS. 30•---� :.�.;^'1,1Gr1`I3F: '•:�' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATSONS.HOLLOW AND GROUT-FILLED 3250' y 10."18705 ,•-�0',- FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-%WOOD SHALL BE PRESSURE TREATED • r r r YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0053.74 AND 8E A MINIMUM OF.125TSAY HICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT ".0 LJ/p I t. j u'- LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHAD.EXTEND AT LEAST 3 SCREW THREADS BEYOND µU11 ION 1� y1(ATEkkklllf ��� • r THE MATERIAL.#110&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S, ''r�� ,,,F1,DRlL11:•'�G ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, r�,jr 7�a f(�(•)�tit �v A.LVIily MIdA'P.E. FL P,E.#58705 TABLE 16A yr Mullion Ca no Table 4th° a Op4inlnaWidth(farvoNca%yspatrlln mtAore)orOpan(ngHabht(forhodm411aivspBMigmllllons) So In 60 la TO In Som 00 In IOD in 120 in 140rn too in 8!• o R4dwOm Ir89761an4 RKSntyWar TWM-,C- Redwo0w 11,wroonV P-ta4gt14r Impadarp. P-U Vdar TrwTia p, Fadogwor 178ptl&m Reotanowor Tr#{Tdww9 Reamwor Ttawmano, Rect4t7Vlar Trn 4ong. i 3.26"46 Lob6t7g Looft Lwdng Lwdng Lo"no Lo46W 1.-6110 L-4v E064V b�n9 Lwdno L84dtW LOaft tnedae U34M Loodno 1,04dng I L-09 px DEELAtDAYMULL y� a ;^ _ h1h _ 1111,111 _ r lia I 111 (1) I � 1421 11 11 iIt I! . 4 2n if � i s 1 1 � � to "� 4210 170.00.20 170.0 435 170.0TM 170.0 478 170.0 868 170.0 SM 170.0 082 470.0 610 VIL0 tile,170A 521 170.0 1240 170.0 021 110.0 1458 170.0 521 170.0 1735 170.0 521 160.3 1071 170.0 621 J 48m 110.0 708 170.0 524 470,0 850 170.0 684 170.0002 170.0 630 170.0 1133 170.0 651 170.0 1278 170.0 077 170.4 1417 170.0 660 163.7 1637 170.0 880 140.3 1037 i7o.0 800 122,6 1637 170.0 680 %Snla 170,01 747 1700 193 1 V70.01 090 170, a31 170.0 1048 170.0 884_ 170.0 1i9S 110.0 723 170.0 1345 170.0 747 1704 1494 170.0 758 147.11 1552 170.0 758 12LI 1552 170,0 76S 110.4 ISM t7o.0 758 V) 54 In 17" 707 170.0 1112 IIIA ON 170.0 691 170.0 1116 1704 754 170.0 1275 170.0 803 170.0 1434 170.0 a31 155.2 1455 170.0056 120.3 1455 170.0 001 110.8 1155 170.0 Odf 97,0 1455 170.0 861 � w O Be In 17011 885 170.0 701 170.0 t083 170.0 797 110.0 1240 170A 878 151.1 1309 170.0 944 139.7 1308 MA 995 125.7 1300 1035 904 104.0 1300 157,1 962• OSA ON 167.1 982 78b 1300 151.1 902 63 In 170.0 930 170.0 745 110.0 4118 170.0 850 162.9 1247 1710 040 142.5 1247 164.6 083 128,7 1247 1528 965 114.0 1247 144.3 952 05.0 1247 138.2 938 BLS 1247 135.7 935 71,3 1247 135.7 035 '.`- it! J 88m 170.0 874 170.0 789 174.0 SISI 170.0 9C! 140.4 11W 103.7 903 120,0 1100 147.0 945 115.4 1190 U0.0 020 103.9 1190 120.4 914 604 1190 110.5 890 742 1190 110.4 893 64.0 1190 118.1 803 W g SIS 72 In 1814 1010 189.11 077 134.7 1010 144.0 850 115.4 1010 127.2 842 101.0 1010 114.7 028 80.11 to10 105.0 817 60.8 fate 054 007 07.3 TOM BOA 795 57,7 1010 OTA-1790 503 1010 87.7 709 � � Z s 7607 151.4 000 143.8 792 i14S 906 1220 715 98.1 950 107.! 781 85.9 908 902 748 70.3 908 882 738 88.7 900 823 728 073 008 743 716 49.1 E0t2 71.2 710 429 905 i0A 708 r $ lam 127.1801 132.5 751 1058 081 1121 730 00.0 481 0811 725 794 081 08.5 713 704 081 81,0 703 434 061 7$.4 094 03,0 001 08,1 681 ISA 881 6/.S 675 393 081 83.7 972 Q }+ r 90m 82.7 640 OSA 571 6ae 010 721 SM 58.1 818 82.9 554 St.l 810 58.1 615 48.0 845 00.9 877 41.4 046 47.0 530 Slb 848 413 510 29.5 840 36.2 511 254 648 38,6 607 ,Q N 98m 08.2 588 70.4 508 58.0 308 59.1 498 {d7 580 81.4 491 479 508 45.8 463 37.9 506 4L4 478 34.1 508 SQS 470 28,4 580 33.4 458 24.3 588 34,5 4$2 21.3 686 28.7 #7 171LU E••O 10024 47.9 249 4" 4115 20 H8 412 309 3L2 440 30,7 393 224 418 013 087 206 449 28.6 382 23.9 249 20.1 377 204 449 22.7 US 17.1 M9 20.4 361 154 449 10.9 350 W 0 111 N 441 426 45.0 345 35.0 425 JT.9 370 31.5 423 32,8 373 274 425 20.1 307 24.6 423 282 302 721 426 24.0 350 184 425 20.7 359 ti9 425 18.8 343 a A rY 121791 34.9 304 355 334 29.1 384 294 328 -24.9 344 25.8 321 219 304 22.8 317 IIIA 364 20.6 313 17.5 384 16.7 309 I- 1441n202 253 2D.4 1233 10.8 257 1 17.1 230 w,[ a< to TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: - €� ABahorCs at Table b9 ANCHORCAP, ,, 646o9e1e: 2.7k Cawroto 3.6k 8470. 41NwIt7Al1 Flea CMU PTV.bw Meld (DP,)X( )-ANCHOR CAP.- Anchor V4•SSEko 57iSEfw 714;::,Xo at .o st2Stag 912sted MULLIONCAP.,,y,,,,, AnOhorCUPPatteme Anc8orT7ra J7t6'EtWIR6eoM tla•EkrolAUecw mum Sir Ekotftww• 114-EkoUbum AWVG*for UBmeon AOgreGal0, Sdrcri'35)eoler(OS) Sm(GS) USE THlSFORMULA TOOBTAIN THE ANCHOR Ea94 as1anca 0n7 '1• 2-fir r 2.111 3.118• rI fg fr r 3.1x8• r 02- 0.54• 0324• CAPACITY REQUIRED"CORRESPONDING TO AN EmScamanl(h 11MIC I•a4• 1.311 r 1.171 w• i•1n• 1.111 r !_Sr 10nes ACTUAL PRESSURE REQUIREMENT FORTNE 2Ar4m4$6•MMO.C,1(2)2t5 ap470'4,l7 330.05 3900- 45001 1aa uwm. 270154 3lta 3740» notes .arae 4421m 56015, OPENING,WHEN ITISLOWERTHANTHEMULLION 4 Amhm 0 5•F9n 0.0 712)245 An94 C3pa l eFW 2k 7809A 780148 790 N 1610Itts 2525hs 5402- MS 748103 ado l5a 1892158885 roa it2o16. CAPACITY(FROM THE TABLE)OF THE SELECTED 112015. 11201- as9na 2246 tee 22501m wA 404 wA 13TOms wA 1327 Ca 16BOr. MULLION.iTWILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE, PRODUCT REVISED m rnmplyins wide gra Plaids 1)SEESHE ES: t19i11 Im r m Acmptanc0 Tao W.-<Y11S.03 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I?.lrellm Dn1e Z02J SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 87 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mim9 t Bt 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 77� • • • • LYNN t,, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ,125• 45• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `\�•'�1OQN.C.,c'•. i k' 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 344$PEGF{CATIONS.HOLLOW AND GROUT-FILLED 3.250` ":'` lict.stft.:5 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE TREATED • • • o YELLOW SOUTHERN PINE WITH AN SG OF 4.55.ALUMINUM SHALL BE 6063.76 AND SEA MINIMUM OF.125 - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 4S•BAY ;„ti'•�� -( $ (L THE MATERIAL#10 8#12 ANCHORS INST.12W THICK AND A36.ALL TO RS I NTO METAL SHALLWOOD MAYBE STEE,EXTEND LEAST$•6 S.S.OR 4SCREW THREADS BEYOND MULLION f��'•. LS k2'L OF I-Z ANGLE CUP(FIGURES 1-3)MUST BE USED iN PAiRS. 'r^[ '•?'1bfi1U�'•' t j FL P.EA58705 --I 1.000• 1.000° �-- 1-1.000••1 1--1.25o•-•iN3 1.000. 1.000• f` .125' �'-1.288•-•-I U � -t r- g .125' .726' Uw'Y 2,750' 2.760' .125' 3.125' 3.188' .126' � 125" 125* 2 000, 2.000' 2.116U N .285' II m 060' -50. L .L .126° L �• 37F5` 7- 1 f 1 J. I OUJI 1'%2•X.125'MULLION 1'X 2'X.375'MULLION V X 2.75'X.375'MULLION 1'X 2.76•X.650'MULLION 1'X 3.125'X.5'MULLION 125•X 3.188•X.265'MULUON 1.28•X 2.11'X.725*MULL ION a,9 6063-T8 ALUM. " 8083-T6 ALUM, 6063.76 ALUM, 6063.76 ALUM. 6003-TO ALUM. 6063-T6 ALUM.' 8083'PB ALUM XSECTION X-SECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION Wm N C)8 O •I f--.126' }-{f- .t2S U) J U) j TABLE A Z w F1 I 2X5 ANGLE CLIP STANDARD D CLIP Dlmendon Valuo(in) For Mulllon: � 2.000• I 8063.78 ALUM. I 2125* 6063-76 ALUM. p � Z X-SECTION UCLIP 2,000' XSECTION -1 S I 6063-TO ALUM. .125' B 2-6 1'X2'X.125° � L) r .725 X-SECTION - Aluminum Z Q o L C 0.695 Tube Mullion Q Z Z C D 0.740 1 Q� r r 126'J -1.40"F-- A 1.126 1'X2'X.376` W 9 y 8 2.404 Aluminum a y w 5.500' CUT HERE TO .376' 6.000' 0 0'635 Tube Mullion C) Q O O .375" 3.125'x•1_CREATE F.CLe>,SEE [MIN. ♦r �! .375'MIN. D 0.490 Q Z MIN. DETAILF SHEET4 J O• to .338'MIN. A 1.876 020 ----- -`� I ------- A A I LI CLIP aA ---------------_ �_�-; B 3.005 1'X2.76"X o m 1'�a�� L_-__---J t________a - - - 6063-TB ALUM. - --"-' 2X5ANGLECUP C 0.757 .375 Aluminum TOPVIEW 6083•T6ALUM. D 1.118 Tube Mullion �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIE'W E .450 Min. 6063-TO ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 CENTER OF ANCHOR HOLE MUST UE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR 1'X2.76'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .650' SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 6.17 FOR THE D 0.836 Tube Mullion O.C. TABLE B DISTANCE.MAXIMUM PGT Part# A 2.000 1'X3.125'X SRU'DUCT RBVISBD 6.500' -j .375' ANCHOR HOLE mull Dimension(Shoot#) B 2.637 aacomplyi wilhbaFiar)0S MIN. DIAMETER:ANCHOR Mullion Std.Clip OHset Clip U-Clip Angle CIlp .600`Alum Building Coda .375' DIAMETER*1116'. C 0.803 �gMull AcapWKoTb«0'G21�+•Oj MIN. 1"X2"X.126`(5) 66605. 666113M 6661118M 666243M 666511M D 1.137 Ai1e1 Date ZO2! --------------------------- 1"X2'X.375" 6 666006 666114M 6661119M 666244M 666512M A 2625 BY 1.26*X3.11W I 1"X2.76"X.375"(7) 66607 666116M 6681120M 666245M 6WS13M 0 3,262 X.286'Alum 11"aa Pm6utt B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M 0 0.862 Tube Mull I I D 1.782 1 --- --- -D I 1'X3.125'X.600"(8) 66637M 6661116M 6661114M 666242M 866515M ,Z,V ••"MISE••..:f' i� 1 i I i i - 1.26'X 2.11'X } 1.25"X3.188 X.26S'(12) 66641M 668111Rd 6661113M 666241M 666516M A 1.813 ` `------ J 1 `--------J 1.26"X2.11"X.125'(18) 69370 NIA NIA NIA 666517M TubeMu9 �\j 140.58'I0ti = _ ..qn• �,.cam///^LY�-. C, OFFSET CLIP NOTES: (` I(j:'j1J .125' J 6083-TB ALUM. �l Or Y TO VIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. ',�(�•.,, IA 6 P.; .740' I 2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. E. FL P.E.# 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A,IYNNI . R)�'.58705 062• -y 1.000• t-- --� 1.000• I� 1. '1� Tao• OB3' .388' rC .438 1' 1 .125 II 1 RWa 4.000' STANDAROCLIP tY V 4.000• 4.000' 2.625' 2.000' 6063.76 ALUM, I 2.125 2.0DO' 2X6 ANGLE CLIP 6'- 1�, X-SECTION 808UCUP33-T8 ALUM. 6063.78 ALUM. I I X-SECTION .125' %SECTION 4 m .126" .126• F .031 .125 `. -` 0 �N 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J • DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE_ j S .376' '155' 375 ANCHOR O.C.DISTANCE MAMMUM ANCHOR 0=u U HOLE DIAMETER:ANCHOR DIAMETER+1/18'. LU m p O TX4'X.12W 1•%4•X.376' 1X4%.378 5.600• M W MULLION MULLION 'T-MULLION -6.000• 8083-T6 ALUM. 6003-TB ALUM. 6063.78 ALUM. 3.125' CUTHERETO 376' _ 375' Q X-SECTION X-SECTION XSECT(ON -375• �_CREATE.SHEET SEE r' __' MIN. y MIN. I DETAIL F.SHEET4 L � LU 1.250• .376' Z 2 r-------� I r----'----i CENTER OF r--------- ---------'--\ .376' - _ 1.260--11.250' i 1 I i ANCHOR HOLE j MIN. 4 0 Z I 1 I 1 1 I MUSTLIEWITHIN 1 I 04 I 1 1 I I THE DASHED F BOUNDARY.SEE j j Z D a 'N O _ _ SHEETS 6.20 FOR I Q Z 2.876•E I I I I THE ANCHOR O.C. F {---__-�_-_-_I -rL F• Z oo p 3.94' i i I I I F I DMA)(MUM j 1 �ISTANCE Zoe 3250• / 3.260' I t I i 1 ANCHOR HOLEiM O Y Y I I I I I DIAMETER: I J .100' .100' L ------ ---------� ANCHOR ---------------------- '.1001 U Q I DIAMETER+U18' Q O O Z 100' .624' _ 2XSANGLECLIP �'O _ .B�4• E L STANDARD CLIP U-0LIP 8003-TB ALUM. G' .R' -T CENTER OF ANCHOR HOLE MUST LIE 6W3•TBALUM. 6063-TB ALUM. TOPVIEW -+( .820' N- I -+I .820•Imo- --1•820'F- WITHIN THE DASHED pi, SEE TOPVIEW TOPVIEW 1.25'X 325'X.100' 125'%3.25'X.824- 1.26'X 3.84'X.024' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. DISTANCE.MAXIMUM ANCHOR HOLE Dimon don Value In F MULLION -MULUON MULLION ( ) W Mullion: Dimension V01B0 0a)For Mullion: 6005-TO ALUM. 600ST6ALUM. 6005-T5 ALUM DIAMETER:ANCHORDIAMETER+1/18'. 7 11X4• F 1.938 1.25' 3.25• XSECTION XSECTION X-SECTION G 1,001) .125 G 0.500 X.024' 5.50D'� H 3, ubeAluL an 1.438 uba Mullion io 3.469' 1 3.000 Tuba MiCOon 1 9.250 Tubo Mu1pAn `2661' /� 125- .375' ,375 F 3187 1'X4'X F 2626 Q377-- A 1.877' MIN. _•_- --- G 0.757 .376' G 1.125 X.824' H 2430 Aluminum H 1.500 Aluminum !^,CmuCC RGVISOD 3.000 TubaE'T• I 3260 Tube Mullion ,�acomplying wilhdioFlarida I I I i f 2250 1.25X3.26' F 2.813 30'Bay Mug Building Code l6-O'1J8.0$ I I I I I O 0.760 X.100' F 2076 451 Boy Mull c.125' -T5-00 AhmInurn .125 X45'-I 2.250' H 3250 Tube Mullion Dye No Wei f 1 1 H IMlem Dodo hodun50• I 3.260' TABLE D 30°BAYMULU460g3•T8A f1MN I �_______� I �- -_-_-� Mu1101men�on PGT PaAO `\\\\ \,YNN fl!8083.78 ALUX-SECTION I (ehntb) Mullion Sid.Clip Otteet 011p (!•Clip An0le Cllp �\ p���.•-' "••<<<� X-SECTION I 1-X4•X.125'(10) 88384 688111M 8861122M 60241M 668518M \,\CENSp •iC G OFFSET CLIP `t I- .125 6083.76 ALUM. 1'X4•X.376•(11) 66610 666112M 6NI123M 660242M 666510M a,, F1o•6{}705 .228' {+•.981' 226'J �-.987'� .7140' TOPVIEW 11 X4'X.376"7'(11) 66653 6MI12M 6NI123M 8682421A 888519M - NOTES: E 1.25 X3.25•X.100'(13) 20180 601127M 6651124M 51IM10M 6865115M �• b L IY 1.25'X325'%.821'(14) 20161 6881128M 6WI`I25M 6682411M 8665118M •O G "' 1(/(/ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25 X 3.04•X.024•(15) 20182 6801117M 001126M 656241M 66B517M •.p S 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 300ear",(ia) 86810 WA WA WA B665110M 0".••.!'!.�R�O"''�G � 45 Degree(20) 6 ,n 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 8650 WA WA WA 6685111M LN ,.( A. FL P.E.lall r 548705 TABLE E o Mull Dimension POT Part# (Sheet#) Mullion Std.Clip U•Cllp Angle Clip LLI 1x•126' -')I`-•12'2"X4•X.25"(16) 66602 868281M 888271M 8865112M ° 2"X6'X.25'(1T) 88604 868202M 808272M 8665113M ANDARD CLIP IU•CLIP 2X5 ANGLE CLIP63.70ALUM 8065-T8 ALUM 8063-T6 ALUM. 2.000' XSECTION 2.126' X-SECTION 2,000- XSECTIONON TES: .726' L .125' ,00 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. r 2 L rum N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I••-1 490. I c rN,', HOLE LOCATIONS. . 1.490•- = N 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -.-5.5w CUTHERETO U T*�0• 375' W o O 3.600' CREATE F.CLIP. 0] z C3 I� -2.000' MIN. -HEET4A0..F. MW. .375' I'-`-..____.__ - ._MIN. O 1O j SEE I Z 7 --------------- i - --- ---- Z q m ---_____ ________ I 1 I I 1 a. Z 1 3.438' F T-------- H U Q o .250'- 2'X 4'X25 i i I 3.438' j i Q U co MULLION I 1 l 1 1 zoO 800SECTI N I I I I I .376' X-SECTION I I I 1 I D) __ --___--J -_ _.. L---------------------J MIN. ALJ O __ if J STANDARD CLIP _ 2X5 ANGLE CUP U Q U•CLIP,8083.78 ALUM. Q Z O O CENTER OF ANCHOR HOLE MUST UE 8063-70 ALUM. SED FOR 2'X 4•MULLION SHEET 10 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM, a• (A 0 250" -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPNEW WRNIN THE DASHED BOUNDARY.SEE TOPYIEW �'O�.O SHEETS 6.20 FOR THE ANCHOR D.C. SHEETS 5.20 FOR THE ANCHOR O.C. a' 2' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXOAU161 ANCHOR HOLE DIAMETER:ANCHOR DIAMETER•1116•. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 6.20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER•1116'. 6.000' I----2000'--^t .376' 3'6Q0' CREATE F•CLIP, -- -{I 376• MIN. �-SHHEE 4 F. MIN. MIN. 375• I � 1 1 I 1 I R(1DUCT REVISED I I I I m complYingwilh dw Flmidr I I 1 I thdiding Code 1 I 1 1 1 I AcceplsncoNoltb-o�,t6.03 1 1 i I 2001 I I ptlniton ONe 4.688' �-.._.._1.- 5.438' --------I-- 6.060' MI I 1 IIIII IfIIi. 6.438" I 1 rxe•xa5. 1 I I 6 A>cEus�.s�eF,p�I MULLION i IIs 6063.78 ALUM I I I I I 1 " • No.56705 XSECTION I i I •376' L----- --------------j MW. !/L .J S (6UF� ; '.14orwr STANDARD CLIP U-CLIP 2X5 ANGLE CUP .'` �,�//(,r\I/\,',1``���• 02W 8063•TBALUM. 8083•Te ALUM. 6063.76 ALUM. TOP NEW USED FOR 2•X 6•MULLION HEET 1T TOPVIEW TOPVIEW A. P.E. FL P.E.0 58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. 1)INITIALLY 1 Y ASSUMING THAT A 'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ND ANCHORS IN NERD ---T_. RECTANGULAR LOADING MUST BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED a7( •--�•'- DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER 9128 AVNLABLE 44 {4¢4 ,--SEESEE FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.375'MULLION(LENGTH-727,OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD s FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. aw PRODUCTS SHEETS Y APPROVAL 2.90 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE �• T. OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N LENOM 4 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)912 ANCHORS AND THE 2X5 "$ m ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL z N L'.-T 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILLsAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. co Q' N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/ PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, W O 8 ND ANCHORS INWINDOW SRL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCNOR CAPACITY REQUIRED FOR THE EXACT DESIGN PREFiSURE OF 60 PSF: ro rn 9Y aY J _._. --I ASULI WIDTH (80 PSS 636L8S X( )0 624.0 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 40) PEKING WIDTH--•--- 72.7 PSF Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A g9L DESIGN PRESSURE OF-50.01-55.0 PSF. Z r � FOR THE VERTICAL MULLION: ~ r Q rn o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"•77+T=10S'AND THE OPENING WIDTH IS 3S'+3S'+1'=73'.REFERENCING SHEET 25, Q o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTNE WINDOW FRAME DEPTH OF 2318'AND WILL N U)0 O ivr MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J H EXAMPLE 2:MULTIPLE MULLIONS ' ip FROM TABLE 3A.SHEET 7,THE VX 2.15'X,375'MULLION(LENGTH=108',OPENING WIDTH=BD*)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-15.1 PSF 2 y MULL WITH--�— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U ¢ 7 T? FROM TABLE*12A,SHEET 16,THE 2'X 4'X.260'MULLION(LENGTH=108',OPENING WIDTH=SO')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d 1Z mtoo N co SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 2- mto SHEETSDETAN , 3, SEE g �s BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 21 TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH 13 36'+36+7=74',NOT 73-AS PREVIOUSLY0-1 ' �� FENESTRATION ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCTS APPROVAL THE 73'DIMENSION(35.12'+35-1@'+2=73'). 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION _ - USING THE STANDARD CUP WITH(8)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH -SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. . a DETAILS, DETAIL E, FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2-3 SHEET S NFOR BECAUSE THE VERTICAL MULL WILL BE A Z'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER MULLION TYPE COULD BE CHOSEN. HORIRtt. PRODUCT REVISED MwoN Uw�emp(yymm�6 Tv1th We flceldt 1)THE MULUONLENGTH 1336AND THE OPENING HEIGHT 1332'+72'+7=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALliR1ANGUlARLOADING AMVBE Build'nildinCodo USED.FROM TABLE 12A,SHEET 16.THE 2-X 4-X.250-MULLION(Q LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acmplwm O.16.0215.0,E REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. r piraliat D.ric X02 DETAIILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' By SHEETS WIDE.IF THE MULLION CUP WERETOBECENTERED WITHIN THE 0',CARE MUST BETAKEN TOMAINTAIN THE FASTENER'SEDGE DISTANCE.USINGTHE2X5ANGLE CLIPS WITH Minor DedeFYO&d 2J (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 13 GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED L 11 I I I I t ANCHOR CAPACITY OF 521 LBS. `��\OY�(LYNN 411" 11jai aB',HOAIz. �� UL HERR. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR S� .•'4\CEtdsC''-�F'P Lm"OFENINGVVIDTHFORVERTICALMULL— MULL LENGTH- CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE ANCHOR TYPE IS A#12 STEEL SCREW. IdD.53'703 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION; 7-Y) 1,�j•,1 41 +l-170.0 PSF FROM THE 36 HORIZONTAL MULLION ATTACHING TO CMU; �A _T/IY ! +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). -;��-'., S'A C O- aJ THELOWESTDESIGNPRESSURE IS+1-04.7PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �' . FLUtip P.'',(�;: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �iSS/Or)nL �,��Y PRODUCTS,WALL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYf4N MillLiE9,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P,E.O 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAVI RIANGULAR LOADING: I 1 PW PW d 14 PW- on o / / SWOH SH/DH - SHlDH SWOH , PW -_.. PW N 1".1m W Z N O I� 4r. 4 4 I ! ! / N LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j m SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; rt, HINGED F Soo I I - Z e LOADING OF VERTICAL MULLION PW j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d B5 73 PW / I '2 a O> p _- N _ a 'z g P AR / I LU Z SWDHSWDH SWOH 1 SHIDH a eO Z TOA O ^ 0. �O Lt �� 4 f �2 .I SHIDH � . + LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL OF WINDOWS NOT ANCHORED HORIZONTAL MULLION I WITH INTERSECTING VERTICAL MULL ION j PW PW HR ! / 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION / P HINGED I NOTES' ' DOOR ^SO{)UCf REVISEDPW �; PW - ..„ I 4%complying%%ithdwFlorida _ 1)DRAWINGS ARE RuildingCode RERESENTATIONS OF TYPICAL Atetplanx No p j PW CONFIGURATIONS. P. irM Date 20 ) � I PW CONFIGURATIONS NOT SHOWN fo MAY BE EXTRAPOLATED FROM M1+un Ib FAoducl cc / / _ = THOSE SHOWN. A j 2)IF THE LOADING TYPE CANNOT d BE DETERMINED,USE p ��'�Y���:. -, <. PW RECTANGULAR LOADING. .ti,.• LtCEtdSQ !. PW PW r •''t 'J 3)SEE PRODUCTS'APPROVAL FOR '''` No.nw/05 - - ' ACT UAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION , ,c] / _ ,•�• /�iI 6: PANEL 0 F HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I ! iL( ltl� SGDSTA 1'6'OF LOADING OF VERTICAL. LOADING OF HORIZONTAL A.L'VNN'AftR,�O E. MULLION MULLION FL P.E.#68705