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HomeMy WebLinkAboutNotice of Product Certification M IAM IDDA�E MIAMI-DADE COUNTY,FLORIDA g 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) wNyw,miamidaftgov/economy, PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct 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"PW 701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 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 Jaime D.Gascon,P.E. NOA No. 13-0502.03 CMIAMIFADE COUNTY ' &AtOExpiration Date: February 19,2019 ' 41yy Approval Date: July18,2013 F Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, 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 aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) ,Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading.per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850,dated-07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.-E. (Sribfititted under-previoris NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Depatiment of Regulatory and Economic Resources(RER). Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FSC 2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTIr-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No:'s FTL-3835 and FTL-3850, dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. I1-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window – L.M.I." approved on 02/02/12 and expiring on . 02/19/14. r w Jaime D.Gascon, Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-2 GENERAL NOTES:SERIES 720/820 RATING IMPACT IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING VARIES RATED MISSILE IMPACT RESISTANCE RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 47'BUCK WIDTH - 48-BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN L"4'VISIBLE _ 45.1/4'VISIBLE 45.1/4'VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCf RENEWED 6'MAX. 2'MAX. m wmplyh.g with Oro Florida INSTALLATIONS ABOVE 30'IN THE HVFiZ,THE OUTBOARD ---►I 6'MAX. -►{ F,SHEET 8 Building Collo LITE(CAP)MUST TEMPERED. B,SHEET 6 D,SHEET 7 H SHEET 9 r Aaepteaea No 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, } I USE ONLY MIAMI-DADE COU14TY APPROVED MASONRY I I f I $y- ^ ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Mhmli Dodo Prodmi WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 95, C I C E.SHEET 8 I E,SHEETS UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 O, HEIST 9 ^ 96' I L HEIGHT � I BUCK 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE _______ _ _______ ______ N CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE I+ r HEIGHT T 93-1/4' > OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' L I i WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR 12'MAX• VISIBLE 12'MAX. g3.11q• VISIBLE LIGHT GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. I VISIBLE 5'MAX. I z DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96. I / HEIGHT I / 96' m Y BUCK µJ THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-70 - I HEIGHT 758 HEIGHT ARCHITECT OF RECORD,(AOR), I TIP 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE i HEIGHT I ❑N co o BEYOND WALL DRESSINGN oto0 OR STUCCO.USE ANCHORS OF Ix oNoQQ SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I O fA d ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION I _ I J m o n ANCHORS SHOULD BE SEALED.OVERALL II _ z IL rc j_j coo u eo ❑' SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF g• r 6' L-� 12'MAX.O.C. "SHEET 8 I =IL INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND B-� �+- 12'MAX.O.C. D 7 I-+- 2'MAX H,SHEET 9 I 00 X- o ❑ MAX. SHEETS MAX. SHEET7 (r— THE SCOPE OF THESE INSTRUCTIONS. 5'MAX.O.C. W Z O 0 co 7 'oN 6)MAX.1l4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 11 I­_ � m0 Oe z z ao LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) oz D:z O o r. SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING `• fa- LL. APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE J Q O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE I: lL THEM BY THE WINDOW. 12.O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK J GUIDE TO SHEETS: W MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. m U oa taa45 7)DESIGN PRESSURES: GENERAL NOTES........................1 f ANCHOR SPACING TO BE W MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® rn Z O (n A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. F-. TEST PRESSURE,FRAME ANALYSIS AND GLASS PERASTM GLAZING DETAILS.......................2-5 O O Z E1300-09. DESIGN PRESSURES..................2-5 12'O.C. ❑ Z a;oag (t---WIDTH{ f"-'WIDTH-�I (+-WIDTH-•{ I�WIDTH -�{ m Z J B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE..........._8 MAX. / - T - T p o 0 PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T r T T r i t , Qa N ANALYSIS AND GLASS PER ASTM E1300-09. INSTALLATION,INT.FIN A...........8 ❑ W 1 INSTALLATION,INT.FIN 8...........9 I-`Ll / Lo I ,6/ c� �/ L� W Z �5r 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY.... ...........10 1' w a D. DESIGNED TO RESIST THE WIN DLOADS CORRESPONDING EXTRUSION PROFILES:—...............10 6' x-� � x TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3'/o STRESS PARTS LIST.......... ..............._10X' L L - I L J L_ -J ogN •oso0 sa;�as INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS THE EVALUATION OF ANCHORSPRODUCT.THE 1.6 LOAD TON FACTOR WAS USED FOR T_INTO DOD.ANCHORS THAT TABLE I: TIS-WIDTH _ i �F�WISH �H-WIDTH+{ �{�-•WIDTH-{ \``��N�1�YNN COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS IYPa Sheat �� `�� ENS ''•F'P Oescdplion \ •� WC F SHALL MEET THE REQUIREMENTS OF THE FLORIDA p Shim S•c � �0- - �•BUILDING CODE FOR CORROSION RESISTANCE. � j/ Ei1 7/16'Leml 3/16'An•.090'PVB-3116'HS 2 w w9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 2 7116'Laml 3116'HS-.090'PVB 3116'H3 2 x z1 z1 � �(0.58705 ELCO ULTRACONNOA;ELCOCRETEFLEXNOA;ANSVAF&PA 3 i-1116'Laml.IG 3118'T-7/18'Alr-3/16'An-.090•PVB-3118'HS 3 1 _.. 1. 1 1 L J _ NDS FOR WOOD CONSTRUCTION-(2005)AND ADM 5 7l16'LaLml 131 BIAo•.090•/SG A3118'1An HS 090'PVB-3/16'HS 4 _WIDTH I"- WIDTH-�( Imo-VrIDTH-^{ )-.-WIDTH-�{ '-O•'•,(� Z ) I� ALUMINUM DESIGN MANUAL-(2005). -- r--- r 1 ''P S .� 6 7/16'Lam13116'HS-.090-SG-3116'HS 4 T�--- - -� F T ��r ;� P•'•��� 7 1-1116'Laml.163116'T-7/16'Alr-3r16'An-.090'SG-3116'An 5 �` '•.FLOR�O.•• 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 6 1-1/16•Leml.IG 3116'T-7/16'Ali-3116'FLS 3110'HS 5 �� w �, �'il"l;kJNlN `l� El MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'='OUPONTO SENTRYGLAS INTERLAYER'BY E.I.DUPONT x r' z N x I I x //I fill I t OENEMOURS&CO.,INC. i 1 A.LYNN MILLER,P.E. P.EA 58705 K'1 TABLE 2: Window Design Pressure(+f-,psf)for Glass Type 1 Long Side(in) 7116'LAMINATED 07-7/8 72 70 80 84 88 92 96 10D 104 109-112 GLASS STACK 30 +1-80 +1.80 -/-80 +1-80 +1.80 +1.80 •1.80 +1-80 +1-80 +/-80 -1-80 32 +/-80 -1-80 +1.80 +1.80 -180 -1-80 +1-80 +/-80 +1-80 -1-80 +1-804EMOR 'PVB INTERLAYER 34 -1-80 -/•80 +/-80 41-60 -/-60 +1.80 +1-8D +1.80 +1-80 +/-79.8 +1.79.416'HEAT STRENGTHENED GLASS 30 +1-80 +/-80 +/.80 +1.80 +1.80 +1.80 a1-70.7 -/-77.2 +175.1 +1.73.4 •1-72.2 3/18PRODUCPRIMWED 38 +/-80 +1.80 41.80 41.60 -/-60 +l-78.1 -/-75.2 +1-725 +/-70.3 +/.68.5 +!•68.3 as complying vvl0+tee Flown 40 +!-60 .+/-60 +1-80 +1-79.8 +l-77.2 0.74.3 +1-71.3 +1.67.9 +185.1 +183.4 +/81.6 /Wlldina Code `242 +1.80 +/-80 +/•80 +1.77.4 +/-74.3 41-71.3 +/•08.2 +1-64.7 +181.0 +159.8 4158.2 Aooeptance No ^-44 +1.80 +/-80 a/-76.9 •l-75.4 -1-72.1 -1-88.9 +/-05.6 +/-622 +159.7 +157.5 USED AT CURV46 +/-60 +/-80 -1-77.2 +l-73.0 +/-70.1 -/-66.8 +l-63.5 +1.60.3 +157.7 FRAME MEMBERS ON518' �- LONG SIDE0 48 +/-80 4/-79.3 +/-75.6 •/-71.9 +/-68.3 +/-64.9 +/•61.5 +158.2 @ 11-7/8'O.C.MLASS BITErn 50 +1-80 +1.77.5 +1.74.1 -1-70.3 +1-86.7 083.1 +159.7 T- Mbmi Dade PmduN Contro eR 52 -1•79.1 -1-75.6 0-72.4 +l-68.8 +/-65.1 +l-61.5 SHORT N 54 +I-77.4 +1-73.8 41-70.5 +187.3 -1-63.5 56 +1.75.6 41.72 -1.68.6 +/•65.3 EXTSIDE58 +1.74.2 •1.70.3 +1.88.8 60 +l-727 +1.68.7 +l-65 i< 62 +late 4147.1 GLASS TYPE 1 64 -1-69.7 4146.5 LONG SIDE 66 +1: 3 �- -� 67.7/8 +167 T Y NOTES: SHORT U) 7521 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. I O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }r alb O a t7 N N TABLE DIMENSIONS MAYBE chi �j W '� n ORIENTED VERTICALLY OR O-� N-1 p Z R8 HORIZONTALLY AS SHOWN. Z D' U)LL co W -.cUU 00 TABLE 3: O Z 9c) 1 0 ~ 9410 Window Design Pressure(+/-,pso for Glass Type 3 p� 0 5Z a Z off,p co Long Side(in) 0 67.718 72 76 go 84 69 92 96 100 104 109-1/2 1- 7/16'LAMINATED OCV 30 -1-60 -1.80 -140 -/•80 -/40 +1-60 +1-80 +1•80 -1-80 +1-80 +1•80 GLASSSS STACK GLASS STACK I 32 +180 +180 -1-80 +180 080 0-60 +740 +/-60 +1-80 +1-80 -1.80 3/16'HEAT _ I SHORT t` `� y W 1°'ys 34 +1.80 41.80 +/•80 +/80 +/80 -1.80 +1-80 +7.80 +180 +1-80 -1-80 STRENGTHENED GLASS �1 SIDE r ® Z 36 +1-80 +1'•80 -180 +1-80 +180 -1.60 -1-80 +1-80 -1-80 -/-60 +1-80 3116'TEMPERED GLASS • W F Of 38 +1.60 -/-80 +1-80 +1•60 +180 +140 +/-80 +1-80 +1.79.4 +1•76.4 +1-74.3 3116'ANNEALED GLASS Z 4D +180 4/-80 -1.80 •180 +/-60 41.80 +/-80 -1-78.7 +l-73.5 -1-70.9 •/-69 7/i6'AIR SPACE .090'PVB Q W a o 42 -1.80 +1-80 -1-60 -1-60 +1.80 -/-60 +1.77 +/-73.1 +189.0 +1•68.9 +185.2 INTERLAYER a Z a !ss 44 a/80 +1.80 +/-80 +140 4140 a/-77.6 +/-74.1 41.70.3 +/87.5 +/.63.9 11 O � z N N V67-718 +140 +/•60 +/80 +1-80 +/-79.2 +1-754 41.71.7 41.681 •1$5.1 6 LONG F n 0 +1-80 -/-80 -/-80 0.80 +/-77.2 41-73.3 +/49.5 +185.8 USED AT CURVED SIDE i W (8 3 +1•80 +1•80 +1.80 +1.79.4 +/•75.3 +1.71.3 +/-67.5 FRAME MEMBERS ONLY 29 GLASS SITE O LL o o_a +/•80 -/.80 +/80 -/-77.7 -1-73.5 +1-69.5 @ 11-7/8'O.C.MAX. to +/-60 -1-80 -/-79.6 +/-76 -/-71.6 1� s111 'asa0 seises +180 4/-77.5 +1.73.8 +/•80 4/-79.4 -1.75.4 EXTERIOR \``t�llI l 111//,/7/ +1.80 •/•77.6 +1-73.5 a 22 21 13 _I SHORT ����ONV LYNN 4l/� +140 -1•75.8 --I SIDE \��aa'� ••'�10ENgF''•�F� '� +/-768 4l-74 Q';' •,• l +1.77.2 GLASS TYPE 3 1 +1•74.9 ' No.58705 NOTES: - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. `! 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. J�0S TATE)F •<(/�� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THETABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. . � S i��s., CORID•, `, ``� 0NAL�... A.LYNN MILLER,P.E. P.E.B 58705 TABLE 4: Window Design Pressure(+/.,psQ for Glass Types 2&4 Long Side(in) 67-7/8 1 72 76 80 84 88 92 96 100 104 109-112 112 1 116 120 124 128 132 136 140 144 30 •1-80 1 +1.80 +/•80 +1-80 +1.80 +/-60 +1.80 +1-80 +/-80 -1-80 +1-80 +1-80 1 -1-80 +1-80 +/->D +1-80 +1.80 +I.80 +1-80 +1.80 32 +1.80 +/-80 +1.80 +/-80 +/-80 +/-80 +1-80 0.80 +/-60 +1-80 +1-80 +1.60 +/-80 +1-60 +/-80 +/-BO +1-80 +/-80 +/-80 34 +1.80 +/-80 +/-80 +/-80 +/-80 •1-60 +1-80 +/-80 +1.80 +1-80 +1-80 +1-80 •Tiro +1.80 +j-eo +/-0) 1 +1-80 36 +/480 +/-80 +/-80 +/•80 +I-80 +/-60 +1.80 +1-80 +/-80 +/-SO +/-80 +1-80 +/-8D +1.80 +1.80 +1.80 RODUCr RL'Nii\1'L:D 38 +/-60 +1.80 +1.80 +1-80 +/-80 +/-60 +/-80 +1-80 +/•80 +/•80 +/-80 +/•80 •/.6o +/-80 comPlYuig•vith thn FlOriAn 40 +1.60 +1-80 +/-80 +1-80 . +1-80 +/-80 +/-80 +1.80 +/•80 +1.80 +1-80 +1-80 vi[din80od1 r] 42 -1-80 -1-80 -1-80 +/-80 +(.80 41-80 +1.80 +/-80 -1-80 +1.80 +/-80 weptmce op Daw 44 -1-BD 41.80 +1.80 +1-60 +/-80 +1-60 +/-80 +/•80 41-80 +/•80 46 +/-80 +1.80 +/-80 +1-80 +1.80 1 +1-80 +1.80 1 +/-80 •1-80 v 48 .1-80 +1-80 +/-80 +1-80 +1.80 +1.80 +/•80 +(.80 Miami P+Od+ut N 50 +1-80 +1.80 +/-80 +1.80 +1-80 +1-80 +/-80 e P 52 +1-80 •/-80 +/-80 +/-80 +/-80 +/-79.1 N 54 +1.80 -1-80 -1.80 -1-80 -1•78.6 56 0-80 +1-80 +/-80 +/.79.1 n 58 +1.80 1.80 +/-80 ' 60 +1-80 +/-80 +/-79.3 ro 02 +1.80 +/-80 64 +/-80 +1-80 68 +/-80 67.7/8 +1-80 µJ co X NOTES: > (� co •"aa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O p 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n eiod K N N iLLI O-j DD-j o z d Z u- t0 LL. cD uxw0 O U CD V � 6 0 X oz OmY 7 1.1 1-1116'NOM. TABLE DIMENSIONS BE 'U aet0 GLASS STACK 7116'LAMINATED ORIENTED VERTICALLY OR no O O Oz N o 7/16'LAMINATED _ �Z 0-z `' GLASS STACK -_I HORIZONTALLY AS SHOWN. LONG g -W-t LL O GLASS STACK .090'PVB INTERLAYER 3l16'TEMPERED GLASS • 3/16'HEAT STRENGTHENED GLASS SIDE .� m co 3116'HEAT -3116'HEATSTRENGTHENED GLASS �- LONGSIDE F Fa- 3/16'HEAT STRENGTHENED GLASS • STRENGTHENED GLASS 7/16'AIR SPACE .090'PVB INTERLAYER g UJ 7aa4S 4 11 SHORT w F� USEDATCURVED 11 5 SIDE 0 aZ FRAME MEMBERS ON LY USED AT CURVED + SHORT a z (r / s 29 6/8' FRAME MEMBERS ONLY 29 5/8' J-. SIDE a @ 11-7/B'O.C.MAX. GLASS BITE @ 11-7/B'O.C.MAX. GLASS BITE O z NN 1-3 � 1-3 EXTERIOR "+ EXTERIOR �- LONGSIDE �i WO 40. 20 13 a 22 21 13 - aI6L ''Sae S"'a GLASSTYPE2 GLASSTYPE4 SSIUeT SINE ��711t�YNN � L ,.��oe�......,.�f2t �10ENSF '•.F'p k 140.56705 SHORT I_ _ :�. Of SIDEo SAIr Fr'•=�� SS/ONA\- 7//1111111+� A.LYNN MILLER,P.E. P.E.068705 �s� TABLE 5: _ Window Design Pressure(+/-,psf)for Glass Type 5 Long Side(in) 7/18'LAMINATED 67.718 72 76 80 84 88 92 96 100 104 109.112 GLASS STACK 30 +901.125.4 +901.120 +901.115.5 +901•111.5 +901.108.5 +901-108 +901.1045 +901-10.5 +90'-102.5 +901-100.7 +90'-97.9 ,090'SG INTERLAYER 32 +901-116.9 +0-110.8 +901-105.3 +90'-101.6 +901-98.7 +901-95.7 +901-92.3 +901.90.6 +gW-90.3 +1.89.9 +1.89 34 -901.108.9 +901-103 +901-98.8 +90'-95.1 +901-91.8 +1.882 +1-84.4 -I-81.5 +180.1 +/-79.8 -1-79.4 • 3/16'ANNEALED GLASS 36 +901.102.6 +901-97.1 +901.928 +1.88.9 +1.85.5 +/-828 -1.79.7 +1.77.2 +1.75.1 -1.73.4 +1•72.2 3116'ANNEALED GLASS 38 +901.98.4 +90'92.2 +/-86.7 +/-83.2 -1.80.7 +1.781 +/-75.2 +/-725 -/-70.3 -158.5 +/46.3 O RODUCT 111;NBN'BD 40 +901-91.6 +158.2 +/-826 +/-79.8 +1-71.2 +1.743 +/-71.3 -157.9 +/55.1 +/•83.4 -1-01.6 11 complying+vi0i rhe Flon 1- 42 -901-91.3 -1-84.7 -1•80.7 -/-77.4 -1.74.3 +1.71.3 -1.06.2 +154.7 +181.6 +1-59.8 +158.2USED AT CURVED illepWxed- u 44 +/-88.3 +1-82.4 +/-78.9 +/-75.4 +1.721 +1589 +/-05.6 +1.622 +/59.7 +/•57.5 FRAME MEMBERS ONLY 29 5/8' on1,DaDeQ�r 9 48 -/-85.4 +1-80.8 2/-77.2 +1.73.8 -1-70.1 +158.8 +/•83.5 -/-683 +/57.7 Q 11-7/8'O.C.MAX. GLASS BITE �- LONG SIDE 0 48 +1-827 +1.79.3 +1-75.8 +/•71.9 -1.68.3 +/-64.9 -/51.5 +1-582 By conh`ol r 50 +1-80.9 4I-77.5 -f-74.1 +1-70.3 +156.7 -153.1 -159.7 13 T- Mieml Dade Pmdurl In 52 -/-79.4 +1.75.6 +1.724 -/.66.8 +1.85.1 *1.81.5 SHORT ul 54 -1-77.4 +/.73.8 +/-70.5 -1-67.3 +1-63.5 EXTERIOR 13 SIDE p 58 +/-75.8 -1-72 -158.6 +1.65.3 20 58 +1.74.2 +1.70.3 +158.8 ; 60 +/-727 .158.7 +155 GLASS TYPE 5 a" 62 -1-71.2 +157.1 84 +159.7 71•65.5 ' 66 -1-883 �-- LONG SIDE -►� 67-7/8 +/-67 � M Y NOTES: SHORT a c •nay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE .- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. L ❑ CO o 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N N aln0 � TABLE DIMENSIONS MAY BE OJ;; A LU ' 04 ORIENTED VERTICALLY OR Z LL �LL m � uMo n d HORIZONTALLY AS SHOWN. co W UU_ XN o cN F-Z coo C9 o!aD TABLE 6: Z o Window Design Pressure(+/--,psf)for Glass Type 7 O�� n Z w0 a Long Side(n) Q Lu O 67.7/8 72 78 60 84 88 92 90 100 104 1 109-112 1-1116'NOM. 30 +901-130 +90f-130 +90'-130 +901.126 +901.122.6 +901-119.8 +0-1181 +901.117 +901-1158 +901-112-7 1-90/.109.9 GLASS STACK 7116'LAMINATED � 1-- 32 +901.130 +90-125.1 +901-118.9 -90'-114.8 +901.111.5 +901-108.1 +901-104.3 +901-1024 +g01-102 +901.101.4 +901.99.7 GLASS STACK m t- 1aa4S 34 +901.123.1 -9p-118.4 -901-111.7 +90'-107.5 -90!•103.8 +90/-94.7 +901.95.3 -901-921 +901-90.5 +/-90 -159.6 J SHORT 0 �+ Z Of 3/18'ANNEALED GLASS T1 SIDE 36 +90!-118 +90'.109.8 +901.104.8 +9W-100.5 +901-980 +801.93.3 -/90 -1-87.3 +/84.9 +752.3 +/-81.2 3/16'TEMPERED GLASS • � ❑ 38 -901-111.2 agOV-104.2 +901-97.9 +90194 -90191.1 +1.88.2 +/-84.9 +/-81.9 +/•79.4 -/-76.4 +1.74.3 • 3/16'ANNEALED GLASS 40 +901-106.9 +90'-99.8 +901.93.4 +90'-90.1 -/-87.2 -1-84 +1.80.5 +1-76.7 +1-73.5 -1-70.9 +1-69 7/16'AIRSPACE •090'SG INTERLAYER ! O u1 42 +901-103.2 -90'•95.7 +9DI-91.2 +1.87.4 -184 +1-80.6 +1-77 4/-73.1 -/89.6 +/-66.9 +155.2 < Z cc oloS a s 44 +901.99.7 +90'-93.1 0-89.1 +/45.2 -181.4 +/-728 +1-74.1 +/.70.3 +187.5 -153.9 11 O $ Z N N 46 -901-96.5 +90'-91.3 -/-87.2 +/•83.2 -/-79.2 1 -I-754 1 -1-71.7 -1.881 1 +155.1 5 LONG ❑ (g r 00 cc 48 +901.93.5 -1-89.6 -1-05.4 +1-81.2 41-77.2 +/-73.3 +/59.5 -1-65.8 SIDE w W ih USED AT CURVED 50 -901.91.4 +1-87.6 -/•83.7 -/-79.4 4I-75.3 +1.71.3 +/57.5 518' O X W a a FRAME MEMBERS ONLY 20 52 +/-89.4 +1-85.5 +1-81.8 -1.77.7 +1.73.5 +159.5 GLASS BITE LL ❑ m 54 +1-875 +183.4 +1-79.6 +1-76 +/-71.8 @ 11-7/8'O.C.MAX. e111 •aso0--Y-s 56 +1.656 +151.4 +1-77.5 +1.73.8 1-3 58 +1.83.8 +1.79.4 -1.75.4 EXTERIOR LYNN 62 80 -1-821 -1-77.8 +1•73.5 13 _ I SHORT ��� 0��......., 62 -I-80.4 +1-75.8 22 21 --^I `� i 04 al- .8 +/-74 SIDE 78 ;�Qt��,•' \-10ENSt; '•.FAQ s6 +; GLASS TYPE 7 h 87-718 +1.74.9 - No.56705 NOTES: o: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A'.•. SATE f F •�(/�1 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ' O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ���•'•.fi<OR10 P••'G�=: Ak- A LYNN MILLER P.E. P.E.9 68705 TABLE 7: Window Design Pressure psQ for Glass Types 6&8 Long Side(In) 67.7!8 1 72 76 60 84 88 92 96 100 104 109.112 112 118----1-25--F 124 128 132 136 140 144 30 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 -901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 32 +901.130 4901-130 4901-130 +901-130 •901-130 •901-130 +901.130 +901-130 +901-130 +901.130 +901-130 +90!.130 +901-130 +901.130 +901-130 +901.130 +901-130 -901.130 +901-130 34 +901-130 -901.130 -901.130 +901.130 -901-130 +901.130 +901.130 -901.130 +901.130 +901-130 -901.130 +901.130 -901.130 +901-130 +901.130 -901-130 +901-130 RODUCr RBNEWLD 36 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 complying withthe Plaridn //�� 38 +901-130 +901.130 +901.130 +901-13D +901-130 +901-130 +901.130 +901-130 +901-130 -901.130 -901430 +901.130 +901-129.2 -901.127.3 eildi g.Code 23-1�5P? 40 -901-130 +901.130 +901-130 -901.130 +901.130 4901-130 +901-130 +901-130 +901-130 +90/-128.8 +901-123.2 +901.122 v'P tm 42 -901-130 +901.130 -901.130 +901-130 +901.130 ♦90!•130 +901-130 +90'•129.3 +9d-123.2 +90'-119.7 -901-118.4 zz 44 +901.130 +901.130 -901-130 +901-130 +901-130 +901-130 -901-130 +96•-124.5 +90'-119.4 +901-1156y. - 46 +901-130 +901.130 +9D/-130 +901-130 +901-130 +901-130 +9d-126.9 -96'-120.5 +96'•115.3 ai P[oduct Conlro v 48 +901-130 +901-130 +901-130 +901.130 -901-130 +90'-129.7 -901.123 -9N-116.5 rn 50 +901.130 +901-130 +901-130 +901-130 +901-130 +96'•120.2+89.41-119. C N52 +901-130 +901-130 +901-130 +901.130 +901.130 a88.81-123 > 54 -901-130 -901.130 +901-130 +901-130 -88.&-127.1 z 56 +901.130 +901-130 +901-130 -89.41-129 58 +901.130 +901-130 a90/-130 0' 60 +901-130 -901.130 +89.81.129. "> 62 +901-130 -901.130 ' z 64 +901-130 -901-130 66 +901-13D - W-718 +901-130 cn Y NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O �- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N °i°0 N 4)THIS SHE ET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O t� W N O to J o Z 8 Z 4N7 LL e7 J ° G 0 UXN d 0 LU U Z O 2 co -oN TABLE DIMENSIONS MAYBE T o u1 00 O ''` C7 0rng ORIENTED VERTICALLY OR Ir o 0 O 0 Q 1-1/16'NOM. HORIZONTALLY AS SHOWN. `"Z D.Z .r 0 W LL 7/16' GLASS STACK 7/18'LAMINATED LONG O LAMINATEDto GLASS STACK I GLASS STACK 1� SIDE 3116'HEAT STRENGTHENED GLASS I- LONG SIDE - Q .090'SG INTERLAYER 3116'TEMPERED GLASST ® Z W taays 3116'HEAT 3176'HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE .080'SG INTERLAYER SHORT ( Z SIDE O W 4 11 11 --I SHORT ,< z W USED AT CURVED -I- 5 -7 SIDE O Z N N FRAME MEMBERS ONLY 2g 518• USED AT CURVED 5I8' ~ O I i ro @ 11.7/8'O.C.MAX. FRAME MEMBERS ONLY 29 lL GLASS BITE @ 11-7/8'O.C.MAX. GLASS BITE T U 1-3 1� �� LONG SIDE -►i 1 LCL p D-D• -A sauas EXTERIOR EXTERIOR 20 13 a 22 21 13 SHORT 6/ ` LONG ��tt11 t(LYNN SIDE Y/ �// SIDE .� O\........!)1/(e�'i�i GLASS TYPE 6 GLASS TYPE 8 L I - `'r' No.58705 SHORT -"O•: �- 1 ); SIDE ���•'. STATL •/14f A.LYNN MILLER,P.E. P.E.9 58705 2X WOOD BUCKSTRIP EDGE ORFRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE TYPE EMBEDMENT INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4'MAX SEE NOTE 2,THIS SHEET d EMBEDMENT I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE FRODULTRBNBWED EDGE 6 SEE TABLE 8,THIS SHEET ascomply%vith 16e Floriddaa••/� DISTANCE •i 13 a� BAooepte toe No '^S 2. �1Ia•tdAX � 4 TYP.ANCHOR TYPE, � i� MlemI ii ade Producl Control EMBEDMENT AND EDGE _ 11 DI STANCE PER SUBSTRATE, > SEE TABLE S.THIS SHEET USED AT CURVED 11 i 29 FRAME MEMBERS ONLY °,. '.e EXTERIOR Qa 11.7/8'O.C.MAX. 4 5 CONCRETE/CMU > PERANCHOR VISIBLE LIGHT WIDTH= 5 z REQUIREMENT WINDOW BUCK WIDTH-2-314' WINDOW WINDOW BUCK WIDTH CONCRETE/CMU r"a y BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a N 'aaa REQUIREMENT W. 0 HEIGHT 1/4'MAx.SHIM --j �--• HORIZONTAL SECTION A-A }to v 70-0 0 N TIP-TO-TIP I I 0 co W a N HEIGHWIN T) VISIBLE #12 STEEL 0 m J o Z n LIGHT SELF-DRILLING SMS TABLES: Z N LL o W u (GS),SEE TABLE S. C)Uj HEIGHT= THIS SHEET Min.Edge Max O.G (J U X N o WINDOW Anchor Substrate Distanco Min.Embedment SpacingW O 'oN BUCK - P,T.�Southem Pine(SG=0.55) 9118• 13 8' 2 O W m Y f,0 'JMO H 2 3 4T INSTALLATION #12 or#14 410 SS Screw Aluminum,808375 min. 31W 0.053•• 12• no> O p Z o METHOD D A38Steel are o.683•• 12' z (L z tL INSTALLATION ANCHOR Steal Stud Gr.33 min. 318• 0.045' 18 Ga)• 12' t- O P.T.Southern Pine(SG=0.55) 9115' 1-310- 12' o UNDERNEATH THE Aluminum,60B3T5 min 318' 0.063•• 12' Z BEADING q12 or q14 Steel Screw(OS) O EXTERIOR A36Stud. Steel 318• 0-(18• 12• c hays Steel Slud,Gr.33 min. 318• 0.045' 16 Ga)• 12' ® � Z Q Ungrouled CMU,(ASTM 090) 2-112• 1-1/4' 12' " J N MIAMI-RADE APPROVED MULLION - 1/4'410 SS CreteFlex Q Z 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksq 1' 1314' 12' F O F 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl 1' 1.314• 12' S 0 (q aln>S SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultracon Concrete(min.2.85 ksi) 2.117 1.318• 12' a Z Z TABLE B.THIS SHEET Ungrouted CMU,(ASTM 090) 2-117 1-1/4' 12' O ?� W co13 N Grouted CMU ASTM 090 2.112' 1.314' 12• Q 0 n aQ r1/4'MAX SHIM Concrete(min.3.5 Ir i-174' 1314• 12• w W QZ .-1L 5116'Steel Ullmcon Grouted CMU ASTM 090 2-1rY 1-314' 12• O - LL d d 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, oq1 •oso0 salsas SEE NOTE 2,THIS SHEET �\ LYNN ' CONCRETE PER .���•41GENSF•'•F� EMBEDMENT '• r ANCHOR INSTALLATION NOTES: ,•4• •'•,.•. - REQUIREMENT *,' 140.58705 __ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1W.1X WOOD BUCKS ARE t!tt1� INSTALLATION �-- EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1W THICK OR GREATER. '• S A Eol DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING O \ TYPE B : •o' ..............LOR\D SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. �i VERTICAL SECTION B-B ////SS/ONA�- �`� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. / 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. .E.# 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPEG TYPEF EMBEDMENT 1X W E 2,THIS �. EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION +I 1/4•MAX TYPE E EMBEDMENT J —� SHIM TYP.ANCHOR TYPE,EMBEOMENTAND EDG£DISTANCE PER SUBSTRATE, EDGE `'•::a 6 SEE TABLE 9,THIS SHEET DISTANCE PRODUCTRENEWED EDGE DISTANCE complying with the Florida . Jullding Cod° 1/4 MAX 2 Fl SHIM 1O;l° �7 0,1.17 2 t� d TYP.ANCHOR TYPE, M(aml Dade Preduci Con(ro EMBEDMENT AND EDGE , 11 DISTANCE PER SUBSTRATE, 1 SEE TABLE 9,THIS SHEET EXTERIOR EXTERIOR USED AT CURVEDe'•'.' 4 11 ' 29 FRAME MEMBERS ONLY .. ,.. Q 11-7/8'O.C.MAX. VISIBLE LIGHT WIDTH= 5 n CONCRETEICMUI "+ WINDOW BUCK WIDTH-2-3/4' REQU REMEPER DNT WINDOW BUCK WIDTH WINDOW CONCRETE/CMU W M Y BUCKHORIZONTAL SECTION C-C PERANCHOR a (0 •yea HEIGHT 1/4'MAX.SHIM —�{ �+— REQUIREMENT O O '- rn to 0 912 STEEL N N °l°0 oNQ SELF-DRILLING SMS O j U) O VISIBLE (G5),SEE TABLE 9, O—r N C) Z •CB r; LIGHT THIS SHEET TABLE 9: Z LL O LL m —A °^^°�a ❑ LU HEIGHT= Anchor Substrate Min.Edge Min.Embedment Max O.C. U U X d ❑ WINDOW Distance Spacing W z O M e0 5 .oN BUCK P.T.Soulhem Pine S -IL55) 9/16, 1318' 12' f"W m O HEIGHT- p12 or p14 410 SS Screw Aluminum,606375 min. 318' 0.053'• 2' ^> O YO ZO o 23/4' INSTALLATION A36 Steel 318• 0.063• 12• z D:z TYPE H Steel Stud,Gr.33 min. 318' 0.045 18 Ge • 12• )=a z LL P.T.Southern Pine(SG=0.55) 9118' 1318• 12• �] O O ffi!r':R IOR Aluminum,6083-T5 min. 318• 0.083'• 12' J )— n M2 or 914 Steel Screw(GS) A38 Steel 318' 0.083" 12' Steel Stud,Gr.33 min. 318• 0.04S'(18 Ga)•1 12' 0 z Q lames Ungrouled CMU,(ASTM C-90) 2-112• 1-1/4• 12' MIAMI-DADS APPROVED MULLION 1/4'410 SS CmleFlex ("' U 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kaq 1' 1314' 12• � Z F Concrete(min.2.85 ksl) 1• 1314' 12' O Z STEEL FRAMING OR STEEL STUD. 8 SEE SUBSTRATE PROPERTIES, 1/4'Steel Ullreeon Concrete(min,2.85 ksl) 2-112• 13/8' 12' �¢ z W °long Ungrouted CMU,(ASTM C•80) 2-112' 1.1/4' 12' TABLE 9,THIS SHEET O § J o O Grouted CMU,ASTM C-90 2-112• 1.314' 12' j N N 5 �1I4'MAX SHIM Concrete(min.3.5 ksl) 1-1/4' 1314' 12' C3Q a0 5116'Steel Ullrecon Grouted CMU,(ASTM C-90 2-1120 1314' 12' O W a d dd •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W 1X WOOD BUCKSTRIP, °pa •�se0 sa!�ag SEE NOTE 2,THIS SHEET I�LYNN EMBEDMENT CONCRETE PER �ICENSLe •Q j ANCHOR INSTALLATION NOTES: REQUIREMENT *' No.58705 _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, = INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X',ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE -O '• ! — TYPE .— EDGE TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE 1-1/2'THICK OR GREATER. '. A I F :'4 DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING SOT'•. STAT OF ,1[/� JRISDICTION. VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 9,THIS SHEET 3uFOft ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '���SiS�CNAL �\\\ /llnntlll 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E. P,E#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE INSTALLATION DISTANCE DISTANCEf'�— SHIMS EDGE DISTANCE TYPE I /} U 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT ROtJIi\V8D OR FRAMING,SEE I Y OR FRAMING,SEE re cum A Li8 wlth ib.Flo-da _ NOTE 2,THIS SHEET NOTE 2,THIS SHEET Udhq Cml° 9a`�° 1/4'MAX AmIAance No Q SHIM TYP.ANCHOR TYPE,EMBEDMENT AND B lI A Dal O1Q 3 EDGE DISTANCE PER SUBSTRATE, •• I 4 r SEE TABLE 10,THIS SHEET INrami Dade Nmdud Contro EMBEDMENT 11 3 EMBEDMENT a USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY a Q 11-718'O.C.MAX. �Y z 11 EXTERIOR WINDOW I 4 11 �5 a N •nab BUCK I VISIBLE LIGHT WIDTH= �I 5 0 HEIGHT 1/4"MAX.SHIM WINDOW BUCK WIDTH-23/4' W a O WINDOW BUCK WIDTH U N N °Ia0 0 O- o N INSTALLATION HORIZONTAL SECTION E-E z LL CD VISIBLE � ��oa d LIGHT TYPE L =LIP W HEIGHT= U U_ X N o WINDOW 1'••Z m O U a M ON BUCK #10 STEEL p HEIGHT- SELF-DRILLING SMS ^0 4 p O 2.314" (G5),SEE TABLE 10, .-Z ri Z 0 u.. THIS SHEET TABLE 10: g O Mln.Edge Max.O.C. °D Anchor Substrate gsiance Spacing �° iaa4S 2-112"x.113"Box Nall P.T.Southern Pine SG=0.55 5110' 5' ® �; Z z 2.1/2'x.131'Common Nell P.T.Southern Pine SG=0.65 318' !i O FN- UF 2-1/2"x.145°Roofing Nall P.T.Southern Pine CSG0.65) 318' 6" HQQ Z 21 6 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Plne SG=0.fi5 1/2° G q J e°a OR FRAMING,SEE #10 x 1'Steel Screw' 0.093°Aluminum,6063-T6 min. 6116' 6' u. Z Q t S NOTE 2,THIS SHEET 1/10'AX Slee' 6116" 6' O N N 6 r1/4'MAXSHIM 0.0461(l Ga Steel Stud Gr.33 6/1 G' S' q Z cQ MIAMI-DADE APPROVED MULLION W W •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U (SEE SEPERATE NOA),ALUMINUM, X STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, and •asap saua5 INSTALLATION TABLE tO,THISSHEET TYPE J EDGE DISTANCE \\\��oN(VYNN 4jjZ L •��';•'�\CENSE''.,'A INSTALLATION NOTES: •'.>!C TYP.ANCHOR TYPE,EMBEDMENT * N0.58705 �— EMBEDMENT AND EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ r = SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1@".1X WOOD BUCKS ARE /3 w OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER •'. S A E�F ,•j VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ���T FLOR\OP•' JURISDICTION. %��`S •......••. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 1111 S/0NA!l- 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.058705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M �— DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M 'FOR THIS INSTALUITION METHOD ONLY, TYPE N MBEDMENT FOR THIS INSTALLATION 114•MAX ANCHORS MAY BE NO METHOD ONLY, — E •MORE THAN V O.C. ANCHORS MAYBE NO Q EMBEDMENT Q SHIM MORE THAN 6'O.C. 1X WOOD BUCKSTRIP,SEE • 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PRODUCT 1113ptiNED OR FRAMING,SEE NOTE 2,THIS SHEET as mmPlyLiB,viLh rho Flanda Building Coda 2. �1/4•MAX TYP.ANCHOR TYPE,EMBEDMENT AND Acceptance No J '^� 3 SHIM EDGE DISTANCE PER SUBSTRATE, Date GY 4 TYP.ANCHOR TYPE. 6 SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE LMiunl Dade,ProductEMBEDMENT DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 ' EDGE O USED AT CURVED DISTANCEa EXTERIOR 29 FRAME MEMBERS ONLY — EDGE Q 11-7/8'O.C.MAX fDISTANCE m Y I CONCRETE/CMU 11 rc PER ANCHOR WINDOW REQUIREMENT 4 11 CONCRETE/CMU o') Y BUCK VISIBLE LIGHT WIDTH= 5 PER ANCHOR a fA •aeg HEIGHT 1/4'MAX.SHIM —� f REQUIREMENT WINDOW BUCK WIDTH-2314' WINDOW BUCK WIDTH EXTERIOR }n V a Ila co N o A N 6 VISIBLE LIGHT INSTALLATION TYPE O HORIZONTAL SECTION G-G co 6 o- 0)-j n ? ��a o HEIGHT= FOR THIS INSTALLATION =lur-(A W wlNDow .L3 U X— d o I METHOD ONLY, TABLE 11: 11-12 O z •oN BUCK ANCHORS MAY BE NO F— m Min.Edge ' SIM H2J4MORE THAN Min.Embedment O.C. Distance spacing no 00 4 ZO o P.T.Southern Pine SG=0.55 01161 1318' 6• +—Z a Z Alumlmrm 6063T5 min. 318' 0.063" 6' 012 STEEL 012 or 014410 SS Scmv A38 Steel 318' 0.063" 6' 0 LL SELF-DRILLING SMS Q (G5),SEE TABLE 10, Steel Stud,Gr.33 min. 318' 0.045' 18 Ga 6' THIS SHEET P.T.Southern Pine SG=0.55 9116' 1318' 6' 1aay5 012 or 014 Steel Screw(G5) Aluminum,6063-T5 min. 316- 0.053" 6' ® m Z Z A36 Steel 31W 0.063•' 6• O O 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8' 0.045" 18 Gal' 6" a Z 6 EMBEDMENT AND EDGE U_rouled CMU,ASTM 0-90 2-112• 1-114' 12' :5 DISTANCE PER SUBSTRATE, 1/4.410 SS CreleFlex ¢ O a1-S Concrete(min.3.35 ksB 1• 1314" 12' u_ Z SEE TABLE 11,THIS SHEET Concrete min.2.85 kel 1• 1314' 12' O — ~ N N r1/4'MAX SHIM (SEE SEPE Concrete min.2.85 ksl 2-112' 1316' 12' W Z eQ STEEL FRAMING NOA), OR S STEEL STUD.ALUMINUM, 1/4'Steel Ullracon U routed CMU ASTM G90 2.112' 1-1/4•. 12' O X Z Grouted CMU ASTM G90 2.1/2' 1314• 12• O.O. SEE SUBSTRATE PROPERTIES, LL LL T Concrete min.3.5 ksl 1.114' 1314' 12' INSTALLATION } TABLE 11,THIS SHEET 5116'Steel Ultracon Grouted CMU ASTM G9D 2-1/21.914• 12T, a!I!1 'esaS aauaS TYPE N I IX WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. l 0 SEE NOTE 2,THIS SHEET `111111 I 1 111/Ir N•(LYNN 41 EMBEDMENT .. INSTALLATION NOTES: \Pe�O•��CENSF•/l�tep *• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.58705 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X'ARE 1-1/2'THICK OR GREATER. ir `I• EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING : 7 � 6 ul, �1 DISTANCE JURISDICTION. �Q�•.• SATED ; VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE 'ON A. E FULL SUPPORT TO THE WINDOW FRAME. ���s•'• .•,G\;� ''�S -AG 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A,LYNWILUR,P.E. REA 58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT RENEWED N complying wia.the FWrida D Building Ca do S Aaeplorcc No s kRAE /CURVED ANGLED/CURVED Rspir. r �Zca SSEMBLY FRAME ASSEMBLY 90•CORNER 90•CORNER M IUzdc FRAME ASSEMBLY I FRAME ASSEMBLY I 10 I I 10ALL CORNERS TOALL CORNERS TOUSE GASKET I USE GASKET IAND/OR SEALANT / AND/OR SEALANTco WcoI /// EQUAL-LEG FRAMEI / NGE FRAME p O/ , QNEQUAL-LEG FRAME MITERIOR I MITERED FRAME WITH INTERIOR U` NANELDS I AND EXTERIOR FRAME WELDS OJ c� W N OFLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT O� N_j o Z wo, ~ 30 SCREW BOSSES.SEALANT AT ALL CORNERS 11MI( SCREW BOSSES.SEALANT AT ALL CORNERS Z 0 LL co W u 0 30 W V p 2 d 7 ~O W (D Y } O W 9Afo n> QO o� O D_ o 2.784' —►{ 2.784' 2.784' �Z d z H O LL .094• — 4 L­ f .094' —►I I-.r� .094• --►a�— U O p o TABLE 12: .074• 062" .074 062' .074' —� �— 062• z Ifem 1.375' 1.315•Z $ � 7aa4S # PGT Part# Description Materiel 1875• ® z 1 42630 Flanged Frame P Alum.608376 1001), 438• 500' 438• 500' q38' O F 2 4285 Equal-leg Frame Alum.6063•T6 500• �—�{�— .050.100° �—�{�— .050 �I+ .050 i00°� Q o CO) ar_S 1.125' Z 3 4268 Integral Fin Frame Alum.606375 O FLANGE FRAME EQUAL-LEG FRAME �— 077 0 00 4 4265 7116"Lami.Glass Beading Alum.6063-T6 1 #4253C,6063-T5 2 04285,8063-T5 re 0 n� 5 _ 4264 I.G.Glass Beading Alum.6063-T6 FIN FRAME LWi � O a d 6a 4270 installation Fastener Cofer Alum.6063-T6 O #4256,6063-T5 LL in elY.1 •�se0 sauoS 6b 4224 1 Installation Fastener Cotler Rigid PVC I 10 705890 Gasket at 90•corner joints Polyethylene �� .970' I — --� �— '346• ( joints) �lI 1.o37• 11 TP247/8Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 87� 13 Dov 899,GE 7700 Silicone or Equiv. 875' ;' u No.58705 ZO 71852K Selling Block,Mono.3119'x 7116'x 4" Neoprene,l7uro.85+!-1 F1 - jm��— .050• —VIII— .050• 05W 21 71704AK Setting Block,I.G.3116'x 1-3737'x 4" Neoprene,Duro.65+/-1 INSTALLATION G� 7/16"LAMI I.G.GLASS = O '• 'j l j 3 22 WRAK716 7/15'DuraSeal Spacer O GLASS BEADING O BEADING 6a FASTENER COVER ATO'•. STAT F 29 #6 x 1-1/4"FH SMS Stainless Steel 4 5 #42b5,6083-T5 #4254,8063-T5 #4270,8063 T5 �F '•.,FLORIOP•' 30 781PDX #8 x 1"Quad PH SMS Stainless Steel SSS ONAL ,?�\ A.LYNN MILLER,P.E. P.E.a 68705 i MI�DiAIDE MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 2e Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,ao cera/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- 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. PERA 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 11811-70011 Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. IAM -naoe couNrr NOA No. 11-1013.14 • /( �� � Expiration Date: March 26,2016 %0 Approval Date: November 03,2011 Page 1 t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 05-1018.01) t Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per F$C,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS p 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and'sealed by Robert L. Clark, P. E. Complies with ASTM B1300--04 (Submitter)under previous NOA No,11-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers'' dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco y P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC 2010,dated October 07,2011;signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FIPL74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmiindo Largaespada,R E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.0.1) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH--700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. A f Jaime D. Gasc n,P.E. Product Control section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 . i Q GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6/16"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.6116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. Q H.13/16•LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENEDGLASS WITH A.09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 I.13/16°LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES.......3 J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS.............5 K.13/16"LAMI IG:(1)LITE OF 1/9"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST.......................6 L.13/15"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS EXTRUSIONS....................7 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL..............7 QM.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR ANCHORAGE....................8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ®3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL4645,FTL•4646,FTL-4647,FTL-4648,FTL4649,FTL-4650,FTL4651,FTL-4723,FTL-4957,FTL4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCTUVIS6D as conydying with the Florida BuilB.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. A;vwc tan g Cadc AccOQ n �Ccnw:l 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Za © HURRICANE ZONE(HVHZ). By Mionil Dado tuulr \\'\\y 0tjN MIC(�cR�i''. 40�.�\�E14s1 88105 ' ww aeweere a.ws,r: w.eswe "O'•. N, 'tE J.J. !0/07111 D 2010FBCUPDATE' _GENERAL NOTES �' •'•• SSP SOP'•a\�� R' 1Q7Q.TECHNOLOOY DRNE •t•�•. '�a•• AR. 00/0!/11 C CHANOEDrSrQss 7DTEMPERFOFti808M��EM NOKOMI9,Fta4276 � ALUM.SINGLE HUNG WINDOW,IMPACT �I'iiF�`SSION,yP`��:�`� F.K. !!/!3/OB 8 TO NOTE f GLAZING OPTIONS P.O.BQX 1628 �,y, row: ei..e ca,saft ar,. A.LYNIIIIMLL61A,P.E. 0—Er. 0.1L 0�,; NOKOMIS,FL 94274 Visibly Better 3MOQ NTS 4040-'10 0 FL P.E.#58705 F.K. 011105 J.J. 229/07 ® NOTE: 1 0)— LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 1!2"NOM. 41 GLASS BITE 44 GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 � 37 80,81 or 82 r+l-- 70 1!8"ANNEALED OR HEAT STRENGTHENED GLASS3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1!8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1/2"NOM. 1/2"NOM. 46 GLASS BITE 46 GLASS BITE 38 38 PRODBCrREVISED 6,87,88 89,90 or 91 0 wmplying with tho ploddu Building Coda Accapmnw No �1 70 70 rix o Dam �� Miami ado Product Contro 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS l t l l 1 6/18"LAMINATED 7/16"LAMINATED AIRSPACE AIRSPACE `\� �� 1/8"ANNEALED OR TEMPERED GLASS Q 1/8"TEMPERED GLASS O EHSF . ��'' r 13/18"NOM. 13/16"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI *r %40.6B705 Ci o 10W !I LU= , R.roOy: ay n"wtac oeeabmx ''Q''•. of _. J.J. 10/07/11 D NO CHANGES THIS SHEET GLAZING DETAILS FL0 J.R. 00/01/11 RSC CHANGED CAP GLASS TYPE TO TEMPERED FROM HS 107NOKOMIe,FL34276� *� ����'••.FL...... F.IL aiv1�/oe RB ADD ITEM 02 T06/10114M11.O.GLA33 auMrrGNOTE P.o.ggxisze �— ALUM.SINGLE HUNG WINDOW IMPACT �'�i,SS►ONAL,�`' NOKOMIS,FL 34274 Vwbly Better p1°�"'"'� °pe`0C ` °i"°°t''6 �'" A. MIL k,P.E. o. n, ata SH700 Full 2 a 11 4040-20 F.K.FK. 8/1/06 J.J. 7123/07 FL P.E.#68705 III FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT � WIDTH GLASS TYPE 63" 88" 68" 70" 72" 74" TV' % MEETING RAIL 48" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 •80.0 +80.0 -80.0 +60.0 -60.0 HT. 60" A•B•M +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 -T SH 62" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +78.8 -78.8 +77.3 -77.3 +76.9 •75.9 - 1 53116" A,B,M +80.0 -80.0 +60.0 -80.0 +79.6 •70.6 +78.2 -78,2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 1 UP TO 53116" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 .80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH I GLASS TYPE 36 318" 44" 60 618" 63" 72" 74" 78" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 •80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 M•, 60" A,B,M +80.0 .80.0 +80.0 -80,0 +80.0 -80.0 +79.9 -79.8 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 •X" 8„�H 62" A,B,M +80.0 80.0 +80.0 80.0 +80.0 80.0 +78.9 -78.9 +70.0 -70.0 +88.8 88.8 +87,8 87.8 " � 63118" A,B,M +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -88.7 +85.6 85.5 UP TO 63118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 80.0 +80.0 80.0 +80.0 -80.0 +7p.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® TABLE 3. e BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONST, WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH a 78"FLANGED AND 76"INTEGRAL FIN) "O" MINUS WIDTH GLASS TYPE 17 116" 22 11118" 28 3118" 33 314" 39 6118" 4413116" 60 318" :]_ t 6616116" - SASH 63118" D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -60.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 +70.0 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. 'x SgSH A.6118"LAMI-(118"A,.090,116"A) FTL-4847,4048,4723,4957 B.6118"LAMI-(118"A,.090,1I8"HS) FTL-4647,4648 C.6118"LAMI-(118"}1S,.090,11WHS) FTL-4647,4648 D.7/16"LAMI-(3118"A,.090,3116"A) FTL-4645,4885 E.7116"LAMI.(3118°A,.000,3/16-HS) FTL-4846 RODUCTREVISEU F.7/18"LAMI-(3118"HS,.090,3/18"HS) FTL4545 complying with tl,"ptorida -- 6oilding Code O.13118"LAMI 10-1/8"T,AIR SPACE,6118"LAMI-(1/8"A,.090,118"A) FTL4046,4723 ncccplanwNo 1' p 201 H.13118"LAMI IG-1/8"T,AIR SPACE,6118"LAMI-(1/8A,.09D,118"HS) FTL-4646 Otto Dnto 1. 13116"LAMI IG-118"T,AIR SPACE,6118"LAMI-(1/8"HS,.09D,1/6"HS) FTL-4646 _.e nye Gado product Comm J.13/16"LAMI 10-118"T,AIR SPACE,7/16"LAMI-(3118"A,.09D,3118"A) FTL-4849,4650 K.13/16"LAMI 10-1/8"T.AIR SPACE,7116"LAMI•(3118"A,.09D,3/i6-HS) F•L-4849,4650,4958 L.13118"LAMI IG-1/8"T,AIR SPACE,7118"LAMI-(3118"HS,.09D,3116"HS) FTL4649,4650 t t t I 1 t r M.13118"LAMI 10.118"A,AIR SPACE,6118"LAMI-(1/8A,.090,118"A)A\ FTL-5003 ``��O�y LYNN M/(/F�i��i NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN �;' 587p5 ' PRESSURES ARE UNEFFECTED. :*; NO. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® * W 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/0"MINIMUM TO 36"MAXIMUM.® - p l0 11 L J.J. 1a07111 D NO CHANGES THIS SHEET 101oTfcIlNOloovoarve DESIGN PRESSURES '.,�Q,o�;•. Flol+lOP ��� J.R. 04/01/11 C CNANOED CAP OIASS TIPS TO TEMPERED FROM HS NOKOMIS,FL$W5 S ALUM.SINGLE HUNG WINDOW IMPACT rr,,S101 .F.K. 11/19/0@ D EVl9 D UB MFORMA D S NrN.UPDA IESTNOS PA.SQ%102i ey „�,0,e ,. A.LYIJ�ItIbIEWA,P.E. NOW F194271 Vtslbb Better shwo NTS 3 a 11 4040-20 D FL P.E.#58705 RIC 811/05 J.J. 2/29/07 531/8"MAX.FLANGED WIDTH® 521/B"MAX.I.F.WIDTH 49 5/8"MAX.FIXED DLO(ALL) D C �I 75"MAX. � 75"MAX. 76"MAX. SEE DLO OC I.F. I A A I.F. I.F. TABLE — / p HEI HT SEE DLO HEI HT SEE DLO HEI HT ® TABLE 0TABLE j 78"MAX. 76"1 IAX. 76"MAX. FLANGED FLANGED L FLANGED 38 7/16" HEIGHT HEI H SEE DLOT HEI HT TABLE X j SASH SEE DLO SEE SEE DLO ( X X ') HEI HT TABLE / NO E 4 TABLE j NO E 4 L 481/4•'MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E�t I VERTICAL DAYLIGHT OPENING 75"MAX. I 76"MAX. FIXED LITE I.F. I.F. HEI HT E—jHEI 3HT LOW HIGH SEE DLO I DETAIL SILL SILL SEE DLO TABLE ® / ® A 34 1/2" 34 3/16" / I 76"1 IAX. TABLE O / 76"MAX B 415/&' 411/4" l FLANGED FLANGED C 41 1/4" 40 7/8" HEI 3 HT HEI HT D 525/811 52 11/16" E 52 1/4" 5251161 SASH- HIGH jI j LOW al loridoSEE DLOASEEDLOASASH PRODUCT REVISED SASH HEIGHT HEIGHT DETAIL SILL SILL AcccptancoNo A 341/2" 34 3/19' on)oto B B 27 7/16" 27 1/8" 1 DETAIL D DETAIL E C 277/16" 271/811 Miami adapmductCoalrol D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 15 3/4" TABLE 5. I l u u NOTES: LYNN 4f14 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ;=Z.•'��UENSF p i 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. ;k 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® * 140.58705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON ATHREE OVER TWO FORMAT. Al _ — * 9'. lallt tU` aJ.� 10/07/11 ReD NO CHANGES TH(SSHEET "p STAT OF ae 1070 TECHNOLOGYDRNE P -�- ELEVATIONS ;0�;•.•, FLoaoP.•�� J.R. 04/O1/N C NO CHANGES THIS SHEET NOKOMIS,FL 34275 i er wm aewma �— ALUM.SINGLE HUNG WINDOW IMPACT F.K. 11113/00 8 ADD INTEGRAL FIN LF. VERSION,CHQ NOTES.ADD NOTE4. P•o•B9K 1520 s..T�.¢ sa,, anse wo»n,x, as A.LY RdIILL�I�,P.E. Ike""Br aero: t7wrAed p,,L; NOKOMI9,FL 34274, Vbfbly Better F.K. 8/1/05 J.J. 7/23/07 SH70D NTS 4 a 11 4040 20 FL P.E.#58705 Imo--2.764—1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 9,10,11,15,16 31 MAX. FIXED 2.710" LITE 7,8 OR 17 DAYLIGHT 25 OPENING IIf OUTSIDE 25 -MAX.I� FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F)FRAME SECTIONS® INSIDE 23 47 50 MAX HEIGHT 21 9946 I HIGH OUTSIDE I SIL 2. 30 LOW SI►.L MAX. .-1L. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 68 J7:�-2.Q710" 28 ®I.F.FRAME 53II RODUCTREVISED OUTSIDE I as complyingwidithe Y'lorida Dulling Codo A=pl4nco N0 6 p 53 2.846" hDml Oda product Cmnm 52 2.330" (HIGH SILL) 63 (LOW SILL) SEE NOTE ABOVE 54 64 111 I u LYNN 4f/t 3 30 ULTRALIFT 69 67 12 ONLY ULTRALIFT 56705 SECTION B-B 12 ONLY SECTION C-C (LOW SILL SHOWN) ALTERNATE HIGH SILL RADIUS TOP p* _ DWI. (HEAD DETAIL-FLANGED VERSION) = Arpllo 41 r�; J.J. !0/6711! b NO CHANGES 7HIS SHEET °Yv� ��� STATE O oxf070TECHNOLo0YDRIVE SECTIONS �,(�'•.,FLORNOA''a�?� J.R. 04/OUi1 C NOCHANOES THIS SHEET NOKOMI8,FL 34276 ALUM.SINGLE HUNG WINDOW,IMPACT ���/'SI►ONA�- F.K. 1!/13/08 SADDLF.SECTlONS6CONSOLIDA7ESAL.COMPONENTS P.O.BgX1628 b,Nyw R,. A.LYNN'MILLLI2,'P.E. on w. aw o.rc NOK0111%FL 34274 Vfrfb&Better FX. 011105 J.J. 223/07 SlTioo Half 5 d 11 4040 20 O FL P.E.#58705 ITEM DWGQ# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61036K 2 1165 #8 X 1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 606 GLAZING.CHANNEL(.088 X.500) 6633402 5 1626 .ADHESIVE OPEN CELL FOAM PAD 7PAD1026 84 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 40.4 FLANGE FRAME JAMB 612227 07 GLAZING T E,1116 X 112-7116 LAMI 82SV1510 7 4028 SASH STOP 812244 ® 68 4051A SASH BOTTOM RAI (HIGH SILL) 04051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 40500FLANGE FRAME BILL HIGH SILL) 84050 9 4029 SPIRAL BALANCE,318",818 OR 11/18" 70 SILICONE,DOW 888,895 OR EQUN. 10 1080 BALANCE COVER,31W OR 518" BBALCVR910 80 A GLASS,6(18"LAM,(1/8"A.090 PV8,1/8" 11 98 X.750 PH.PN.SMS 703400 81 S.GLASS,5118°LAM, 1/8"A.090 PVB,118"HS) 12 BALANCE BOTTOM BRACKET 70ALTBKT 82 C.GLASS,6118"LAM, 118"HS,.090 PV9,1/8"HS) 13 1086/1066 SASH TOP GUIDE 42504 ® 63 D.GLASS,7/10"LAM,(118-A.090 PVB,1/8"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,7/18"LAM,(118"A.090 PW,118"HS) 16 1080.1 BALANCE COVER,11116" 68ALCVR670 ® 85 F.GLASS,7116"LAMI,(1/8"HS,.690 PW.1/8"HS) 17 4053 SASH STOP COVER 04053 88 G.GLASS,13f10"LAKY 10;1/8'T,AIR SPACE,6116"LAM,(1/6"A.090 PVB,118 A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13116"LAM 10;1/8'7,AIR SPACE,6118"LAM,018"0.090 PVB,1/6"HS) 19 0-32 X 12"I.G.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/10"LAMI 10;1/8'T,AIR SPACE,5118"LAMI, 1/B"HS,.080 PVB,1/8"HS) 21 4054C FIXED MEETING L 04064C ® 89 J.GLASS,13/18"LAM 10;118'7,AIR SPACE,7/10"LAMA,(3/10"0.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 04006 90 K.GLASS,13116"LAM IG;118'T,AIR SPACE,7110"LAM,(3118"A.090 PVB,3116"HS) 26 1236 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13118"LAM 19;1/8'7,AIR SPACE,7/16"LAN,(3118"HS,.090 PVB,3/16"HS) _ 26 1096 SWEEP LATCH 71096 92 IM.0 ,13/10" 0;11 ' /18' (118-A-090 118 27 1016 #8 X.025 PH.FL.SMS 7868 2.878 28 4007 SASH BOTTOMRAIL(LOW BILL) 612230 2,7 30 1220 WSTP.,BUL NYL 6M49 31 4008 SASH SIDE RAIL 012231 30 002 34 1268 SASH ACE GUIDE 42501 35 1022 LAMI SETTINO BLOCK 3132°X25/64"X 1" 71022K 1' 3 55 .36 1052 LAM 10 SETTING BLOCK 1"X 3/4"X 1/16" 71052K 37 1224 VINYL GLAZ.EGAD BULB(THICK) 6TP247W,K •06 38 1225 VINYL GLAZ.DEAD BULB(THIN) 6TP246K 41 4039B GLAZING BEM,6116 LAM.GLASS. 640398 47 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,6116 LAMI W/GRILL KR 644703 ® #4071A,6063-T6 44 4222A GLAZING DEAD,7116"LAM 84222 ®48 FRAME,I.F. 45 986C GLAZING BEAD,7/16"LAM W/GRILL KIT 6985 SILL #4072.,6063-T6 LOW LOW 46 4087 GLAZING BEAD,13/18"LAM P.O. 84087 2 47 4071A FRAME,I.F.HEAD 84071 PRODUCT REVISED 48 4072A FRAME,I.F.LO SILL 64072 21374 m complying with tlto Plotida 49 40730 FRAME,I.F.HIGH SILL Building Code 64073 Acceptance No 50 4074E FRAME,I.F.JAMB 84074 En ' 'at Det 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM 63 1088 SPRING,SILL LATCH(EGRESS) 78PRNG THICKNESS 4. 71mimn1 ado Product Control 64 2740 SILL LATCH(EGRESS) HIGH SILL) 62740 2.1 II 55 1014 SCREEN FRAME(HOR.&VER.) 61014 082 NOM Be 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS11 i 67 1031 SCREEN CORNER KEY WIOUT RINGS 71631 �`A vall'I Mi((FR 58 1073 SCREEN SPRING 7CASP .•G�NSE 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K �� 50 FRAME,I.F.JAMB 58105 ; ®49 FRAME,I.F.HIGH SILL ® #40748,6063-T6 .*; W. * ,w #4073A,6083.78 (USED AS RADIUS TOP HEAD) _ = .III I I 2 10 F J.J. !0/07/11 0 NOCFIANGE37HISSHEET '• pt6O P ,no 7EcliNOLOOvotitvE PARTS LIST ,'P •. FLoa�°• �: J.R. 04/01/11 C CHANGED CAP GLASS TYPE 70 TEMPERED FROM US NOl(OMI9,FL34276 TM �'i� �• IF I ALUM.SINGLE HUNG WINDOW IMPACT �'��FSSIOWP� F.lL !!/13078 B HO FS 8 f P.N OAtl9 FL 3344214 VRrlbly 6erter o'�1N00 °i� —v- A.LAN MILLASP1;�p.E. F.K. 0/lA16 J.J. 213/07 SH700 NTS B a 11 4040-20 D FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 q� I II I--2.76a--{ 2 I.F.FRAME AA ,062 I II II I I 2.830 2.330 1.363 J� .osz � 6 or 50 O FLANGE FRAME HEAD I #4002A,6063T6 7 784 WELDI —1.749— O FLANGE FRAME SILL (Low) ALONG #4003C,6063-TO I 6 or 50 SCREW BOSS(2) SEALANT OR GASKET 121.710 1 1--1.613"`1 738 I AT HEAD AND SILL 082 ,490 082 .040 VIEW D-D VIEW E-E (1!1 8,VIEW HEAD&SILL,RADIUS TOP SILL) — — (RADIUS TOP HEAD ONLY) OFLANGE FRAME JAMB O #4023,60ASH 63 TS 17 SASH#4S 30083.OVER FRAME CORNER CONSTRUCTION#4004,6083•T6 1r i (USED AS RADIUS TOP HEAD) — 1'165 44SS r(�7'll;LL�� .678 L342 2.279� 2.328 1.096 —►I� —� oe2 1'19 41 GLAZING BEAD,5/16" ff ]j T #40398,6063-T6 .062 2.155 1,7071.979 O SASH SIDE RAIL .082 li� 31 #4008,6063-T5 21 O FIXED 5MEETING RAIL 29 SASH #40066TOP D83 RAIL 28 SASH BOTTOM RAIL(LOW)#4007,6063-T5 ,050 OSD .678 1 1.098-1�►I T GLAZING BEAD,5/16" PRODUCT.RSVISRD .678 42 #4044B,6063-T6 04�m01yi"OwilLtile Florida 2.328��1 1)uild6t6 Godo % ` .3 ` I -1.098 (USED(USEDW/GRILL KIT) AcccptancoNo , 082 Rx' mr oto e 2.946 44 GLAZING BEAD 7/16" y 3.446 #4222,6003-T5 adeVroductcuutrol 062 — 2.638 .683 050 1.097 t...I'll,- ,�\ 4Y4NN ,878 �l ...,, .05046 GLAZING BEAD,13/16"IG �.to,•.�ENSE''•.;� ',� 1.116—��� #4067,6063•T5 Q O FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" *; po.50705 69 #4051A,6063•T5 #985C,606&T6 #4050A,8083 T6 (USED W/GRILL KIT) ui- go itbz Df ',�'• �J.' 10107/11Ra NOCHANOESm1SSHEET EXTRUSIONS CORNER DETAIL �O SF�oaa�' O?, 1070TECHNOLO-ORNE J.R. 04/01/11 C NO CHANOES 7NIS SHEET NOKOMIS,FL 94275 ^�" i FS UPDATE FRAME �-�.•-- ALUM.SINGLE HUNG WINDOW,IMPACT /'�,SIONPI\o mm. P.O.B X 1620 F.K. !1/19/08 B. NOKOMI9 FL 34174 Visibly Better B""1bQ°` �" 61°°` olW m wv A.LYN�1'MILL12p P.E. JFK 81/05 'J.J. Z2"7 3N700 FI-if 7 all 4040-20 D FL P.E.#56705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 28.603 34.603 1 40.603 46.603 52.603 58.603 64.603 76.000 2-1/4"ELCO S84 CRETE-FLEX 3-#12 SCREWS ANCHOR TYPE: pU 3 U 000 U U U U p U pU U GZ ZZ -ZOZ ZC-3 ZMO2ZCO OcliZ Z 2•ANCHOR LOCATIONS ARE B ASED ON THEWINDOW GLASO O oN ' ONO NN4 OOrO O i O O O FOLLOWING DIMENSIONS.O UNO U U HEAD-181/2"MAX.FROM TOP CORNERSWIDTH TYPE JAMBS-17 1/2"MAX.FROM TOP CORNERS C,D,E,F,G,_ 1_ 1 _ 1_ 1_ 1_ 1 1__1 1__1 1__1_ 1 1 1_ 1 1 —1— 1 1 1 1 -1 .1 15"MAX.FROM BOTTOM CORNERS 19.125 H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2-21-i 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 6"MAX,BELOW MTG.RAIL A,B M ::,Li 1 -1 1 -1- 1 1- 1 1 1 1--1 1 _1 1 1 1 1 1 1 1_ 1 1_ _1_ 1 ®SILL-ANCHORS NOT REQUIRED 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 _1 1 1 1_ 1 _:2E2 -1 -1 -1 -1--�- -1 -1 1 -1--1- -1--1---•1 -1--1- 1- NOTE 2. 24.000 H'1'J'K'L 1'2,11 1 21 21 21 2221 222222222222222232222232223332233 eQ 1 1 1 1 1 1 1 1 _1 1 1 _1 1 1 1 1 1 _1__1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A B,M 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3_iJ2-if3 3T3 212 3 3 ARE 1FLANG LESS. ED INDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 _1 2 1 1 2 1 1 _2 1 1 5.DESIGN PRESSURE LIMITATIONS: 32.000 H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M 1 2 1 2 2 2:2E3 1 2 2 2 2 3 1 2:2]:3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 3 4 3 2 3 3 4 3E IE OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 _1_ 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,IJ,K,L 221 222231 223232223232223232323342333343334353344 PRESSURE FORTH 37.000 RESPECTIVE SIZE ABM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221222232223232223232323242333342334353334453344 A,B M . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - - -.._...-- - _ - - - - - -- - - -- -- - -- -- -- MAX.PSF 44.000 H,I,J,K,L 222222232223232233242333342333342334353334453445 2 2 2 2 2 2 2__2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LDP LIMITED) 118 A B,M _ - --T-3 _ HEAD 2 PROAUCTREVISOA 222222232223232233242333342333 342334353334453445 wmplyinb with the Florida JAMB ABOVE 2 3 uild'..code PSF 79 79 cxptaitmxo� -�O C,D,E,F,G, 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 _3 2 2 MTG.RAIL Y do 1Jat zo�� JAMB BELOW 48.000 H,I,J,K,L 222222232223342333342334342334 353334353345463455 MTG.RAIL Niam1 adoPioductcont— A,B M 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 27212 2 ?J2 2 3 2 2 2 3 3 4 25733 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 L5 4 8 3 4 5 5 (FULL DP) 1111i11t PSF 72 79 79 HEAD 2 y%,40 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 ,r0�•\�ExsE '' Q 53.125 H,1,J,K,L 2222222 32223342334342334343334353344483445463456 MTG.RAIL 2~r' * ' JAMB BELOW = ND 58105 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 =�c� _ AB,M 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 JL T3-4--i 5 3 3 4 4 4 5 3 3 4 5 4 6 3 4 4 5 MiG.RAIL * L J.J. 10/07/11 D NO CHANGES THIS SHEET ANCHORAGE SPACING, 1/7 WINDOWS ��� stPT�cP ''�Z, R�wa 1070 TECHNOLOGY DRIVE t� �0,� FLOR��••`C1`\� J.R. 04/01/11 C NOCHANOESTHIS SHEET NOKOMIS,FL34275 V F.K. ivlaroe -B REDOEMACXHORERETTABLE NDN1OISRES7RfCTEDBYSrzE P.O.BQX1620 ALUM.SINGLE HUNG WINDOW,IMPACT �'��F/SSfONA���`� are.K. 1 tf�od,E gy,. NOKOMI9.FL 34274 Visibly Better 60611 60° A.LYNf/1ttStILL��,P.E. AK 7/10105 J.J. 223/07 SH70D NTS 1 8 a 11 4040-20 D FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4•'ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE:—_ 29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 ® 3-#12 SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ U U ❑ U C ❑ U U ❑ U U ❑ U U ❑ U U y,ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS c�0 z zcn0 Z ZcrO Z zcn0 z ZMO z Zc+ O z zr>O Z zr>O Z�Z ciOc�O�Oc�iONO' Oc�iO`�O'-Oc�iOc�O�Or�iO`�O` OnrONO` Oc�iONO` OniONO O FOLLOWING DIMENSIONS: WIDTH TYPE U U U U U U ?� U U U U ?j U U U U U U HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS _...__......-2-T-2 _.._.--2-1-2 __ _ _...__. __.._ __ __... _. _.__—-2-f-2. ._.._. _. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 19.125 A,B,M 1 1 _7 1 1 _1__1 _1 _1 1 1 1 _1 1 _1 QSILL-ANCHORS NOT REQUIRED TF 1l 1 1 2�2 P 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE2. _.__. ....- --. -.._..... -- ----- --- 2 -- -- -- - -..-- ---31-2 -------- '------.._..- 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 12 -2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ARE1'LESS. PSF 68 77 6 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 _1 1 1 2 1 1 2 1 1 1 1 1 _1 1 1 _1 1 _1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PSF 59 87 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 11 =1f 11 222222 23 222 33322333 3 334 3 33 323 343324344324 3 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1711111 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 lj 40.000 H,I,J,K,L 1111 11 22222223223333223343 334333334344334344 3353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3=3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: PSF 49 79 56 79 79 MAX.PSF C,D,E,F,G, 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 _2 2 IDP LIMITED) 117 44.000 H,1,J,K,L 111 1 11 2222 22 33 22333423334433 33 44 33 33443343443354 HEAD 3 aonucraBvlseD ABM 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 _2 2 2 2 2 _2 _2 2 2 swmplyingwitl�thcFlorida JAMB ABOVE 3 3 wilding Codo 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3�3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4=3i 5 4 tanccNoll'1O1 PSF 45 74 61 74 79 79 MTG.RAIL xpire c oto _ l0 C,D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW y HIJ,K,L MTG.RAIL ind edoProductContro 48.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 FULL DIP) t t I I I I I ill 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 HEAD 2 .��y�114N MillF��/�� PSF 41 67 46 67 76 78 R C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2_ 3 3 _2_ 3 JAMB ABOVE 2 2 \``20�.�`�ENSE .• k 53.125 H,I,J,K,L 11 1 1 7 1 2 22222 3 3 3 3 3 344334444334444 3344 554 3 54 5 54354 JAMBBEpLOW =�: No.yglo5 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 _3 2 3 3 2 3 =*: ' a= W_ A,B,M 1 7 11 7 1 2222223333334433444T43344443344544354544354 MTG. (� jolol� lu- J.J. fOro7H1 D NO CHANGES THIS SHEET ANCHORAGE SPACING STANDARD VIEW •••• STA \aP'• 0` cr• 1070 TECHNOL06YDRIVE 'o. ••.,FLOFZ,. J.R. 04/01/11 C NOB�690VD�,4 HORQ7YISRESTRICTEDBYSIZE. NOKOMIS.FL34276 P n0C W. �� �— ALUM.SINGLE HUNG WINDOW IMPACT �/,SSIONP� F.K 11/18/00 B ADD OP MAX.WHERE ANCHOR QTYISRESTRIG TED BYSIZE. P.OMIS,FL2B e«r.�uac o..row we A.LYNUMILLF!Ftt;cP.E. aaxn ey:oma Chad aex NOKOMI3,FL 34274 l?sibly/letter F.K. 7/78/05 J.J. 2/7307 SR700 NTS 9 a 11 404Q-20 FL P.E.#68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 0 17.1U26 U o 22.6U6 8 28.211 33.764 U 39.2U96 U ❑44.8U3 9 U ❑ 0.3U82 U o 55.9U25 U 23--#11142"SECLCROEW5S8 4 CRETE-FLEX ANCHOR TYPE: ZMOZZ20zZo Z ?OZzmpZZ22.ANCHOR LOCATIONS ARE BASED ONTHE FOLLOWING WINDOW GAONzzMONz-UoU-Uo - N U U UU CIFNUUNUUNUUNUUNUUNNU WIDTH TU & DIME— HEAD SI N2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS K L _.._._..._ _-_.-_..__......__.-_-_._.._._ .---....._......-.....---_.._._....._.-...__.__...._..._.......__.... ._.._..._.___. 11 1/2"MAX.ABOVE THE MEETING RAIL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 DEFJ, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 .----.._..__.......... ...--... _._..._.__._.-..._-_...._......--_-__-..._.-... ._._._—....-_..--.-_-.._..---__--.___..... _._ ....... -_---......._._. 15"MAX.FROM BOTTOM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32.000 D,E,F,J, 1_ 1 1 1 1 1 2 1 1 2 1 1 -1 1 1 1 1 1 1 1 1 1 -1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 ®VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2_1_1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L - 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 1 5 e WINDOWS ARE 12 5/8"MIN.TO 38"MAX. 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 ®FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 1"LESS. K L --— --- —-- — — -- —- 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 6 4 6 B.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2_ 2 2ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM ___2 2 2 2 2 2 _2 _2_ 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 1 3 5 5 1 4-1 5 5 4 1 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS K,L 1 1 1 2 2 2r74 3 3 4 4 4 5 4 b 5 4 8 5 4 6 6 6 8 AVAILABLE. PSF 71 79 63 71 79 64 66 77 69 69 TABLE 7.KEY: 53.125 DE,F,J, 2 2 2 2 2 2 2 2 3 2 3 3 2 _3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 MAX PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.776 1 18.776 1 21.776 24,776 27.776 30.776 31.106 ANCHOR TYPE. o ❑ v v (FULL DP) M M z O Z �OONM Z M MZ ZWINDOW ZM HEAD N O O OO V U U U OQ8 JAMB ABOVE 4WIDTH ILI 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL Rouucl►�vlsEo 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 comptyingwiiltthalfodd0 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 uitd+ng�de �L. X012 cceptenOw N4to 37.000 2 1 2 2 e 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8.KEY: 74 IMAX.PSF pceduc 40.000 --3-F-2--r. Contt0l 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4T-3-l-3---47-3-F-4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW 2 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL \��`\I..4YNN... 63 72 79 ��.'��ceNSF ,Q 48.000 2 2 2 2 22 3 2 3 4 3 3 .4 3 4 4 3 4 5 3 4 5 3 4 (FULL DP) 53.125 73 58 88 72 JAMB BELOW B2 = No•*705 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 1 3 1 4 1 5 3 5 5 3 5 MTG.RAIL 0(�'• 1. !v RwaOey. DaN: FMflou' Owc /" $TO F J.J. 10/07/11 D NO CHANGES THIS SHEET P• Z. ur. a� R�Nsbns: 10707ECHNOLOOYDR+VE ANCNORAGESPAClNG,CUSTOM ;, t�'•..FLORto,.•' J.R. 04/01H1 C NOCHANGEsTHIsSHEET NOKOMIS,FL34275 T i��s F.K. 11/13/00 R B ADDDPMAX.WHEREANCHORQTYISRESTRicTE1EBY E. P.o.gox,e2s — ALUM.SINGLE HUNG WINDOW,IMPACT �i"UKU A"P.E NOHOMIS•FL 34274 s' `0 eom: 8°1 1"4040-20 emmN° Rer. A.LYN�IUILLLA,P.E, Ommey. an: ab: Visibly Better F.K. 712WOS J.J. 223/07 SH700 NTS 10 a 11 4040 20 FL P.E.#58705 EXTERIOR INTERIOR ®NOTES: 1:FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY ALL HEAD AND SILL DETAIL ) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314!'. 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3),& 2x WOOD BUCK WOOD ANCHOR 2•FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR ®(SEE NOTE44�) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE •;.e:;..•;e " MIN.,1/4"TAPCON e0TOTAL THICKNESS IS LESS THAN 1 1/T'. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1314"MIN.,1!4"CRETE-FLEXINSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 11/2" OPTIONAL lx 13/8"WOOD BUCK Y C7 MIN. ® THICK EE GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO IO (SEE NOTE 4) ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. b.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF tl4" 1!4" 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A.FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" 13/8.® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM MIN. 1!4"MAX.SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT •. O WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, •? FH BELOW MEETING FH BELOW MEETING Ovum RAIL.(SEE NOTE 1&3),& RAIL(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR Ix BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX. I�— I 1/4" SHIM 4tA OOD FRAME Mme•SHIM RODUCTRBV theida WOOD FRAME complyingwiththe Plo)Duitdi'goodo O5.131"DIA.MIN. AccoptenwNo Z2112"NAIL, Ci n oto .131"DIA.MIN. AT CORNERS x 21/2"NAILAND 5"O.C. Miami dopto ucttbnt10WOOD FRAME AT CORNERSAND b"O.C. 31"DIA.MIN./4" x 21/2"NAIL, O `� �(LYNN h.fliSIM AT CORNERS :\�`�•'�pENSE ''•p �� AND b"O.C. DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) _*: No.58705 TYPICAL INTEGRAL FIN ANCHORAGE ® _ `. a )I(I w_ J w. 10/07/11 ft' n D• NO CHANGES 7H13 SHEET O�QST P ' _�� E&V11111 1070 TECHNOLOGY DRNE ANCHORAGE DETAILSJ.R. C NO CHANGES TMS SHEET NOKOMIS,FL34275 1°" �ii,e. ADDINiEORA1FINANCHORRgqOE UPDATE&REORDER NOTES. — ALUM.SINGLE HUNG WINDOW,IMPACT '�,,SF.K 8 ADD NOTES 7.UPDAECONCREYEE BED ENT DIM. P.O.BgX'1520 e".rr �•,• w.�wvna n.,, A.LYN(JMILLpIZ,P.E. p"y„ Op, mw NOKOMIS,FL 34274 V1s1bly BetterG /1/0JJ 2/23/07 sH700 NTS 11 d 11 4040,20 O FL P.E.#68705 6 MIAMI•DADE MIAN•11--DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONObSIC RESOURCES(RER) 11805 SW 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nymv.miamidade.$ov/economy PGT Industries,lite. 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 petTorm 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'TGT"Clipped Extruded Aluminum Tube Million—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision Section 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, series, and following statement: "Miami—Dade County Product Control Approved",unless othei%vise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 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 Jaime D.Gascon,P.E. NOA No. 13-0815.05 MlAhll•DADE COUNTYSC Expiration Date: May 26,2016 Nam �i y t3 Approval Date: October 3, 0 ge 1 r 4�. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted un tier previous NOA No. 10—0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 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 thra E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D.Brinson,P.E. (Srtbt�titted intder previous NOA No. 10-0819.0s) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11,signed and sealed by Anthony Lynn Miller, P.E. (Subinitted under previous NOA No. 11-0922.0.1) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010,dated 06/06/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D.Brinson, P. E. (Subinitted under previous NOA No. 11-0922.01) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTI=NUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc., dated 02/28/11,signed and sealed by Marlin D.Brinson,P. E. (Subfnitted tv:der previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P. E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion—L.M.I.", approved on 12/08/11 and expiring on 05/26/16. Jaime D.Gasc li, Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26,2D16 Approval Date: October 31,2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL GENERAL NOTES: MISSILE IMPACT-RESISTANT PRODUCTS a 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES.........................I yytt' a INSTRUCTIONS..........................1 k+ EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, '' l ° ELEVATIONS.......D.........._._._._..1 FIGURE 1: MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULL TO 2X WOOD.................... z o u9 MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO IX MASONRY..............2 $�` x O MULLIONS / '� SEE 13ETAILSS INSCRIBED INSIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES....._............2 RECTANGULAR MULL TO MASONRY......_..............3 q-DTS 2 SHAPE HAVE BEEN TESTED AS AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL SHEETS 2a NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 STEEL STUD........... 3 % Q MULL TO MULL....._.............._._......3 ANCHOR SPECS................._...._._.3 (1) r" x III / 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CLIPS.............. Z IL DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL INSTALLATION...-.........4 O p IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.126 MULL SPECS...............6 Z IX 2 X.375 MULL SPECS__......__0 7% \� 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2.76 X.376 MULL SPECS..........7 ro 0 1 1 X 2.76 X.65 MULL SPECS__........8 Z �o SEE DETAILS f 11 INSTRUCTIONS. J ATHRUG; / '/ III / 1X3.126X.600 MULL SPECS......_9 DO O 0. J _ __ \SEE DETAILS IX4X.125 MULL SPECS_.............10 M 7 SHEETS 2a _ III 1 piHRU c; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.375 TUBE MULLSPECS....11 Q 1 I i I i / SHEETS 2a ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.376 T MULL SPECS..._...11 I I 1ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1,26 X3.168 X.265 MULL SPECS 12 VE IT. HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 4 X.26 MULL SPECS................13 Z LU m W MULL FOR 2 X 6 X.25 MULL SPECS.............14 p g p LENGTH 1.26 X 2.1/X.125 MULL SPECS_..16 HORIZONTAL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). Zo p MULL 30•X 3.25 BAY MULL SPECS......_.16 J Qo mQ SEEDETAfL E, 45•X3.N&BAYCUPULL SPECS......_.17 SHEET3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLION&CLIP DIMENSIONS......16-20 a O co BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES 1&2............._..........21 ~ IW- Q N AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING EXAMPLES....._._._...._..22 Q O Z REACTIONS. p lyo FENESTRATION rX o PRODUCTS MAY Fn 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; BEOFANY TYPE. W MUSTBE ADM-ALUMINUM DESIGN MANUAL Q' Z fY MANUFACTURED F BY PGL 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING O U Q O O - CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH d•- Z Cl) to PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. g m0 .O /SEE DETAILS $d P HORIZONTAL A-D,G,H; 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULL SHEETS 2a LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH i)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSFP)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PRODUCT REVISED 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY fLBSFT')FROM TABLES 1A THROUGH 13A,ON SHEETS 5 THROUGH 17 m complyfn8 ailh the Floild6 RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING Buildin Cades��?f•� '0 OPENINGWIDTH I^HORIZ.MULL LENGTH E MULL � � � VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY 6_BSFT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Acccpinnce No -'I LENGTH I` REQUIREMENT(LBS/FT)FOR THE OPENING OBTAINED IN STEP 1). Imo'•pke 3,DBt Y OPENING 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS • E HEIGHT FOR VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL Mimol do Product Contin , OPENING MULL HORIZ y U VERT. MULLION CAPACITY. ff HEIGHT LENGTH MULL Y V MULL YY1111111/ / I— LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��� pCY.........../(( L 1 ANCHORISUBSTRATE/ANCHOR•CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ��.•''�CENS ANCHOR CAPACITY IS MET. :• V '•. OPENINGWIDTH *: NO.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT') - FOR VERTICAL TH L FOR THE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY = - REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -O•, 4d �j►3,'' - '\SEECORRESPONDING DETAILS MULTIPLE MULLIONS SAT O oz �� FROM FIGURE 1 ABOVE. MULL ON CAPACITY(BS FT')OBTAIVERIFY THE DESIGN PRESSURE NED FOR TING LTHE MULLION SYSTEM.TS/FT FOR THE HE LOWER OFT TTION PRODUCT HE SHAO BE LL APPLY AND O OR THE EMPARE INTIRETH E FINAL %O.t�•' FLORLOP:•'•Q> MULLED FENESTRATION PRODUCT ASSEMBLY. 0)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNLLtER,`P.E. FL P.E.t158705 DETAIL A: DETAIL B: MULLIONo o MULLION TO 2X WOOD BUCK /--MULLION TLL MULLION ATTACHED TO 1X BUCHSTRIP I ANDPYP.ANCHOR ERSUBSTRA7E, OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) svoEas SEE SEE TABLES 1B-108 E SEE NOTE 1, N MULLION I I SHEET I. I W SEE SHEETS 'v I I MIN 2,7 KSI , '- EDGE EITHERIME I I I 1&20 FOR HOLE .d 1° I I CONCRETE OR CMU7'•'I' I DISTANCE, STANDARD OR I LOCATIONS I ,I �'— SEE SEE TABLES LA OFFSETMULLEDGE o I EDGE DISTANCE 18.108 a' CLIP MAY BE I DISTANCE o 1 e FOR MASONRY Q 111 l— INSTALLED BY °' 4 e I I1 FOR WOOD/ I I ANCHORS mp Oy THIS METHOD, SCREWS e° I I L.25T MAX FOR d: ° I I SIDE VIEW F Z m ALL MULLIONS 4 0 4EITHER THE 5 ♦— Z d °< STANDARO OR 9 U y _ OFFSET MULL Z 120 Z CLIP MAY BE 2 d °a. EXTERIOR ° INSTALLED BY > O EDGE THIS METHOD. 6 4 Z 0 DISTANCE I"- Z r e FOR a Q` O) ' qd Za O .Q ANCHMAS0RR$ N FE Z N�00 BIz EXTERIOR W J IY F V z a 0 0 z sAn r� m TYP.ANCHOR TYP.ANCHOR TYP.ANCMOR PER SUBSTRATE, PERSUBSTRATE, 33 JJJfff 5 PERSUBSTRATE, SEE TABLES 1B•108 SEE TABLES 18.108 SERSLI $1B-10B I___ EOGEIEND f �rDI.ME BUCKSTRIP SEE TABLES AND ATTACH EMBEDMENT BUCKS7RIP eY OTHERS, AND EMBEDMENT' SEE NOTE 1, ATTACHMENT "_ . BV OTHERS, SHEET 1. SEE NOTE 1, •" •r' - :� SHEET i. MIN 2.7 KSI CONCRETE OR CMU PRODUCT I83VISL SIDE VIEW D FRONT VIEW asmIrggyin8wiihihoPIorldo .I BDil FRONT VIEW Aouplpl cock 13 0 S ance No INSTALLATION NOTES: y 1iBro1 Dado Ycoduct COMM 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. oliI I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `�. N�(LYNN 41, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �'�'Z;.•'4.CENgF'••�Cc.P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. * No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. /o rs13 : w^ 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED '•.,FCORIOP••'cj"=: ELCO ULTRACON OR ELCO 1/4S.S.AGGREGATOR MASONRY ANCHORS. .,�S10NAL E��` A.LMNN Mlffl t,P.E. FL P.E,#58705 I DETAIL E: DETAIL C: — 12B MIN. MULLION TO MULLION ® � INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO ��� MASONRY STRUCTURE MULLION F (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR-CROSS' o (STANDARD CLIP SHOWN) �\ INTERSECTIONS. U VARIES o= 2 cwi 2)MAYBE INSTALLED HORIZONTALLY LL I TYP.ANCHOR (SHOWN)OR VERTICALLY. N I c.- i EITHER THE I I PER SUBSTRATE, N svwoutDo IL 3 SEE U•CLIP DRAWINGS,SHEETS 18-20 s Q SEE TABLES 1B-10B ) OFFSET MULL I i TOP VIEW FOR CORRESPONDING MULLION. (n I. CLIP MAY BE I 11 EDGE DISTANCE MULLION Z W INSTALLED BY II I. ,. THIS METHOD 1 I FOR MASONRY 0) • � ANCHORS VARIES 0) 012 STEEL SCREWS, (n I SELF-DRILLING OR PRE-DRILL a' \` MULLION AND USE SMS W O ~ in n 7 !nco W EXTERIOR a MULLION Z a O Z EDGE DISTANCE :.� I-' m = FOR MASONRY is / \ Z U g $ ..0 7. L ANCHORS ': AuP ECTIONU-C /��/� O .4*: EXTERIOR (~AZ TYP.ANCHOR '.d \ ? ZZ PER SUBSTRATE, A Z Z Q SEE TABLES IB-1013 Q • Q O Z N TYP.ANCHOR SEE SHEETS I8-20 FOR � F-,g .3 MO BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS JQ. SEE TABLES IB-108 (A AND FRONT VIEW EDGEW -I ATTACHMENT DISTANCE Q 2 `1- - .. BY OTHERS, — SEE TABLES j coA EMBEDMFM'y' - SEE NOTE Q 1, 18.108 z () Q I SHEETI. .1�- '"• a•�•''.", :° ..�! ,. ;, •••..' y EDGE d L+ Z I" I DISTANCE �3 .Q 10 MIN 2.7 KSI CONCRETE OR CMU SEE TABLES SIDE VIEW ` S 2 MIN 2.7 KSI OR CMU 1&108 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A PER SUBSTRATE, / SEETABLESIB-IOB 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION t= o. �� PRODUCT REVISBD SEESHEETS ® , av com 1 in with tho Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 18-20 FOR P Y g CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HOLE BuBding Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acccptnitoc No-1 a Fxpiad Dafo 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .` `\ MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �1i�badoProduciContro ® 1111111/l/ 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGEDISTADE ����pN�,.LYNN.,.,,,Mq ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FRONTVIEW 1S GAAND COMPLIANT WITH THE FL BUILDING IB-10B LES ` ��,. �10ENSF'•(FQ ^ CODE,A 2X WOOD BACKER MUST USED. ;• '.*!= C( ATTACHMENT BYOTIERS. N0.58705 EXTERIOR USE Woo SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ��.'•, STA ES F� ANCHOR VALUES MAY BE USED, �'�� <ORIDP,•' \?� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-17,FOR QUANTITY OF SCREWS. Alilt R,P.E. FL P.E.#58705 ® u DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o 0 SEE DETAILS A-E, 30'OR 45• gY O SHEETS 2 AND 3 FOR INSTALLATION TO SPECIRC SUBSTRATES BAY MULL MULLION 0 11 ( 0 z aQ W 0 0 0 0 0 0 ° ° o N O O TOP VIEW g H SIDE VIEW I W U srlowNWITH txax.t26 TOP VIEW I i j to r�i W MULLION I I I f— Z 0 I I I TYP.ANCHOR Q EXTERIOR I I I I PER SUBSTRATE, U S y Cb I i SEE TABLES I2B OR 130 Z $ .V STANDARD MULUONCUP 1 PER TYP.SUBSTRATE,CHORI I I EXTERIOR. 7 yZ MODIFlED TO FR FIELD SEETABLESIB•11B I I T-1 Q Z M CONDITIONS. V' 85 1 Q 1 I 2'X6'ANGLE CLIP, ~ Z Q 0) rf/ j i I I I I 2PERMULUONEND,MUSTBE ¢ O Z N r I I I I I INSTALLED INSIDE OF BAY MULL. - 1-D 00 h MULLION I I Q> y-1 O O I uS I II I i o O Q X Y 2'X6'X.126• ANGLE CLIP, II I I (� Z Q 0 I I I I 2PER MULLION END. Q — 0 0 \ I I I MUST BE INSTALLED d Z co I I I INSIDE OF MULL 1012 I I I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18.108 ./� INTO WOOD. L� STEEL•ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. `Yc¢ EXTERIOR SED ppeo'0�0NO �- ®\ �p� ��D,plyul�hLhIbcFlorida pp3L �7 u8ding Cad D Q� F cccplallm No © ® INTO WOOD,STEEL, EYDyNiogT)ala ^ ALUM,CMU OR MASONRY 1 H "I ® ® DISTANCE O EDGE `Nail Dado Ptodad Contra PER ANCHOR EDGE DISTANCE @ \\\ LYNN PER ANCHOR O NOTES FOR INSTALLATION OPTION G&H: �� NV df/ i G ♦ O,,.L....... NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��•' \.\GENSF'•;FSP �� 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125•MULLION. 2)DETAIL G:SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE =* N0.58705 LOCATIONS. — 2)SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 06 3)DETAIL H:SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR !O)S) 11l HOLE LOCATIONS. STATE OF 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �'�� •,FLORIDA• (j=� A.VENN 1VI�14hEV13,P.E. FL P.E.#58705 TABLE 1A Mullion Capacity Table Ibalfta ® F� Opening Width(forver5ralysparWrgmulrions)orOponingHeight(for hodzomalyspamrgmt ions) te- 5� so In 601n 70 In 80 in 901n t00 in f20 in 1401n 160 in rry,,g�ff u Red-90-1 Vaprrri.no Re.tmo r Trapffdang. Reclanguier Trap'Tdang• Rectangular Trapfrrbw. Reclangrdar RapRdeng. Rectangular Trapridang. Rectangular 'ftapfTdang. Reclan0uiar Tr.pffa ng. Rectangular Treplydere. 1 x2x.126 Lowha Loading Loadng laadn9 .-TM9Loading Loading Laadn9 Loafing Loading Leading L.adne Loading Loadn9 Laadng Loading Loafing Lowing goY0.� u0°•f Alum.Tube Mullion a sg a a� a 8 8 8 3 8 3 8 tY o 3 3 t3 c3 8 9 r7 t9 5 a a a 8 8 Maas` 3 al a a & a` c7 c3- 3 � � t3� �N lag -i �� �` ,� �` �� � � § �� s �• og �• ,�� � � I;� o� o� � to 121n 111.9 108 120.5 332 97.2 408 115.5 325 78.9 406 107.8 321 69.9 408 104.4 318 BT.f 408 101.0 319 55.9 108 101.0 31B 48.8 408 IOa.O 310 39.9 408 101.0 319 35.0 406 104.0 319 _ --j44 J 481n 74.9 312 83.6 268 62A 312 73A 252 635 312 67.0 246 48.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 81.0 244 26.8 312 61.0 244 23.4 312 61.0 244 � 0 50.6251n 63.9 281 70.8 234 57.2 291 61.5 228 45.6 281 55.7 214 39.9 281 521 771 35.5 287 50.1 220 31.9 281 49.3 219 28.8 281 49.3 219 22.8 281 19.3 219 20.0 Tel 49.7 219 W O o LL 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 191 28.3 247 38.4 193 21.9 247 38.1 198 18.8 247 38.1 193 16A 211 36.1 193 m O fl C 60 in 38.4r165 412 Ire 320 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25.0 168 to 0 631. 37.1 35.3 I55 27.6 181 30.3 152 237 181 26.9 149 20.7 181 24.5 t48 18.4 181 22.8 144 16.6 181 21.7 143 LULU .'e 66 in 28.6 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 Z rq m 721n 222 233120 18.5 139 19.9 118 15.8 139 17.5 lie 2 W761n 18.9 19.7 109 15.7 125 16.8 107 J17.5 19.2 104 Z¢ J co Q Z N rp TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: m n Ancho7CapacltyTablo(Ibs) ANCHOR CAP.,_,_ � N� No bo SUb.lrald, 27kCacrela 3.5kCano. Holtwcmu Filled CMU PT Wood Metal (DP_)X( J=ANCHORCAP._ MULLION CAP.,,,,,,,,,, n•�. 5116'Eiw ifb"SS Eko 5118'Elco 174'SS Elco 1110 Steel 912 Steel #12 Steel W Arldla 3116'Eke U.bacon 114'Flea Iglmcon 3116'Eloo Unrocon 114•Eko UBawn X Anchor Clip Patterns lavaeo. Aggss.la UBmean AggreGala Seleer(GS)Saew(GS)SCfm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR �' N Edge DW.-(in) 1" 2-112' 1` 2-1n' 3-1f6' 1` 2.1W r 242' 2• 3.116' 2' 0.46' 0.64" 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN F= Eml anent pn), 1,14- 1-14' law' 1-314" a 1-1fa• 1-v4' i-IM- 1-114' 1-114' 1-114- 2' 1-Tir 1aa" (:ea ndo 4) ACTUAL PRESSURE REQUIREMENT FOR THE U X a 2A.hm 04.75 MIn.O.C.I Standard a Offset Cflp(R9.17 a9olm 3901bs 450 roe 690 ft 1644 ros 2701-3 290 Ra 354 ft 740 11- 4681ns 664 iba 1182 lb. 3261m 420 ros sso lbs OPENING,WHEN IT IS LOWER THAN THE MULLION a � Zmf/) p� 4 Amhors 01.16-Min.O.C./Standard(or 016¢1)Cnp(Fla.2) 4ao 11s loo lD. WA WA WA WA 380 ft WA WA WA WA WA 652Ibs e4o na 1lzo lbs CAPACITY THE TABLE)OF THE SELECTED �_ O x0 4 Anchae@7 Min.O.C.112)2l5 Angle Clips I(Ftg.31, ]solos 7801M 6801be 1660 lbs 1896[be 640lba WO lb, WA 760116 Me lb, OW lbs 238111. 6521m 840 ths 1120 lb. MULLION.IT WILL YIELDAMINIMUM ANCHOR �R'O'Cr' 2Anchae @ 0.45"Min O.0 I"11A Indo 11W Al...(Fig.4) WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71616¢ CAPACITY WHICH MAY BE USED TO QUALIFY o � 1 AnchwI F-Cllp(Flg.5): 1951bs 195IDs 225106 445119 8221D8 13511, 110 lb, 11X16 310lbe 234IDe 332IW 59I In. 1631°6 2101°6 280106 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors@ 1.15-MIn O.CJ F-Up(Fg.6) 2401hs 35010° WA WA WA WA 190 its WA WA WA WA WA 1 326 lbs 420 lbs 560106 I 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: • • • RODUCT RBVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 's collWlyinB1111116w I+Iolwa SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' cttryllanco le'vep Code No G7. � --� r+- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, rF010 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. emi Dada Product Conlfo HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II 1 1 111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •125' `���vpN�(LYNN MYe. /I CONCRETE F CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ��'r,•''�10ENSF•'• AQ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04:i THICK16 GAUGE STRUCTURAL STEEL TO BEAT ( )S 1'X2'X.126'MULLION - NO.56705 LEAST.126'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - THE MATERIAL. (� ra is STA E F PLCRIOP. -) ss/ONAI, A.LYNN MIgQE)3,P.E. FL P.E.#58705 TABLE 2A a ^ n Mullion Capacity Tablo IbstW) Opening Width(for wdically-spanning mullions)or Opening Height(for horizontally-spewing mullions) 501. 60 in 701n 80 in 901n 100 N 1201n 140 N 160 In Reclan9uiar Trap/Idarg. Rectangular 7rap/rdang. ReGangular Trap7ldarg. Reciargular Traplydare. Reclargular TroplTdang. Reclalgular Trap'7dang. Rmlanguiar Traprrdalg. Reclargulor Trap/rdang. Rectorguiar 7rapRday. yid 1X2 X.376 Laad9g Loading Loading Loading Loagrg Loadlrg Leading Loading Loading Loading Loading Loodlrg Loading Loading Loading LoatllDa Loading Loafing Alum,Tube �LLrx r_ r_ r$ p_ g? i_ r r_ r 'gLrc_ r_ r r_ r r r r arV7 r r _ BLrL ,:_ p .;g:,_ �gCq Mullion 3$ age a� �421n 170.0 620 170.0 435 151.3 661 170.0 478 129.7 662 170.0 606 113.6 662 169.6 618 100.9 662 168.9 517 90.8 662 168.9 617 662 168.9 517 64.9 66'1 168.9 517 56.7 662 168.8 61748In 121.6 507 136.0 419 1DIA 507 119.2 410 86.9 507 106.7 403 76.0 507 1026 399 67.6 507 99.6 397 Me 507 99.0 We 507 99.0 3% 43.4 607 99.0 396 38.0 607 99.0 396 Ur 50.6251n 1017 456 114.8 370 88.4 456 99.9 371 74.1 456 90.6 354 648 458 84.6 360 57.6 456 81.3 357 51.8 458 80.0 356 43.2 456 SDA 356 37.0 d58 800 358 324 456 60.0 356 LL 51 N 65.4 400 93.3 336 71.2 400 60.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.6 400 64.0 315 427 400 623 314 35.6 400 61.6 313 30.6 400 61.8 313 26.7 400 61.0 313 m p D. J {, 60 N 623 324 66.9 276 51.9 324 57.5 270 44.5 32A 51.2 264 389 324 489 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 71.2 324 40.6 253 19.5 324 40.5 253 F ((0 O FCA 63 N 63.8 294 67.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.6 237 29.0 204 37.1 234 26.9 294 35.2 232 224 294 33.5 230 19.2 294 33.4 230 188 294 33.4 230 W 68 In 46.8 268 49.6 230 39.0 268 424 225 33.4 268 37.6 221 29.2 268 34.1 218 20.0 768 31.6 215 23.4 268 29.0 212 19.5 26S 28.0 210 18.7 268 27.7 209 14.6 268 21.7 209 Z (n �• D 721n 36.0 225 37.8 198 30.0 225 32.2 191 26.7 226 Tao 18B 715 215 25.8 195 200 225 23.6 162 180 �5 22.7 780 15.0 225 20.3 771 12.9 225 19.6 778 11.3 225 19.8 178 j .yam 761n 30.6 202 320 177 25.5 202 27.2 173 21.9 261 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 261 184 163 Me 202 187 160 10.9 202 15.9 158 9.6 202 1S8 158 c'S§ 78 in 283 192 29.8 188 216 Ig165 20.2 192 220 162 17.7 192 19.7159 187 192 181 157 142 192 16.6 155 71.5 192 16.2 152 10.1 192 14.4 150 9.9 182 �10185 144 19.012815.4 126 Z N r 98 In 182 127 %6 113 M S O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N Anchor Capacity Table(lb9) ANCHORCAP.,,�,,,,,, X Y N Subotmla 2.7k Gannet° 3.6k Cann. Ho11ANCMU I diad CA1U PT Wood Metal (DP_)X( )=ANCHOR CAP.,,a N lA MULLION CAP.,,,,,,,,, 1= We'Elm NNA 6/16'Elm 1/4'SS Elm #IDSteel #12Sleel #12Steel AnmwTypa: 3)18'Elm uareeon 1/4'Elm UlVamn 3/16'Elm UI-a 114•Elco Uaracon USE THIS FORMULA TO OBTAIN THE'ANCHOR O x Q O O AnchOrCllpPel[ems lAtra<an Ntracon AggrcGalw Screw(G5)Scraw(G5)8orew(G5) Z Edge Oistan-(my r 2-1/T r 244 3-v9' r afrr r 2-1rr3-1/8" T 0.49' 0.W 0.324• ACTUALCAPACITY RE SURE REQUIMENT FOR CORRESPONDING H AN LL m0 to ACTUAL PRESSURE REQUIREMENT FORTHE Emhedmenl(ink 1314" 1314" ISIS' 13/4' T 1-114' 1.114' 1-114' 1-V4" 1.1/4' 2' 1318" 13/e" (em note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anobore@4.73•MIn O.C./6tandaid or Offset Up(Fig.tk 3901Le 39016° 45017 8901m 18441m 2701m 280Im 3541m 7401m 664168 110210a 32BIm 4201m I ' A•7 A, 4 Awn-@ 1.16 Mia O.C./Standard(w 0Met)Up(Fg.2k 48016° 700 ft WA WA WA WA 380 foe WA WA WA WA 652168 6401m 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 7'Min.O.C./(2)2X5 Angla asps/(Fg.3k 7801m 780 We 6801m 15601be 18961be 540Ica 560Im wA 7601m 8e01bo 2354lb. 6521ba WID. 11211m MULLION.IT WILL YIELD AMINIMUM ANCHOR 45'MlaO.C./U.Vrp•Into1/8'Alum(Fg.4k WA WA WA WA WA WA WA WA WA WA WA WA �21 A 716 NB CAPACITY WHICH MAY BE USED TO QUALIFY 1Arlctnr/F-09p(Flg.$ 1951m 1951m 2251m 4451m a221ha 1351m 140Im mlba 37o1m 2341m 332 W3 ss116s 1631m 1m 716 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2 A-h-@ 1.15 MIn O.0./F•C6p(Fig Bk 2d0Im 3501bs WA WA WA WA 1901 W WA WA WA WA WA 326[be IbG 5601m ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLW,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: PRODUCPRBVISBD TABLE NOTES' a1 RdIllscomplyingOoda•Ith the Florida . • • • Uu0dhlg OoIN 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Acceptance No SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' �-- rt�r4 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 'A(anLl Dodo Product Coulro FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 11111 I • • • • 2.000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. `��� ,i�,YNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN•'OpNSE•l(F'P ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED }I_ 375' Q' CONCRETE BLOCK UNIT(CMU)SHT ALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I = No.58705 ; FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.375'MULLION _ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -O'. (,O �S !3 LL! THEM STATE `?�� IILL�IILL� �0�••' FLORIO •. P;.•'•`�j�� A.C%NI/AILL6'R,P.E. FL P.E.#68705 TABLE 3A o n Mullion Capacity Table Ibstfe) Opening Width(forvortically-spaMrg mullions)orOpening Height(for horizonI0/-spannIng mUlions) o�xre 60 in 60 in 70 In 60 in 90 In IOO In 120 in 140 In 160 In o X 2.76 x Rttlangulor T�adTdarg. R.etangular TrepRdang. Reclanguler Tiap7Tdeng. Radargelar TreprildmIl. Rectmoar Tmprrdang. Rectangular TrapRdang. Rectangular Trapf7dang. Rectangular Tiapr)dong. Rectangular Tfapfrdeng. i Y .: 1 ,I x 2.76 x Loading Loafing Loadng Loadng Loading Loadng Loafing loading Loa?ug Loadng Loadng Lwdng Loading Loadng Loadng Loafing Loafing Load.g o� g g Tubo F •',. �' .. '., z• a z7 .$ •$ -f it F a �• r r .. �' ?' '� '„ ?' •'� a £ x LL a a a q •a Mullion t; 2A 2 2� 2R 2 2X 2 g$ 13 n a 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 892 IDA 519 170.0 1116 170.0 621 170.0 1240 170.01 521 148.7 1301 170.0 1 521 127.61 1301 170.0 521 111.5 1301 170.0 521 LU 481. 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 677 138.6 1139 170.0680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 60.626 in 170.0 747 170.0 663 170.0 696 170.0 631 167.8 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 Me 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 � �o lL 501. 170.0 797 170.0 612 161.3 907 170.0 691 118.2 907 194.7 730 120.9 007 152.5 720 107.6 907 145.0 714 06.8 907 141.1 710 80.6 007 140.0 709 69.1 907 140.0 709 60.5 607 140.0 709 0- LIJ O &D In 14t.1 735 151.6 625 117.6 735 130.3 611 100.8 735 116.0 599 68.2 735 106.2 590 78.4 735 09.6 683 70.6 735 95.1 676 56.9 735 91.8 674 60.4 735 91.8 574 44.1 735 81.6 574 � („� 631. 121.9 868 130.0 570 101.8 668 111.5 557 87.0 666 98.9 547 76.2 6611 90.1 538 67.7 666 83.9 631 60.9 666 79.8 626 50.8 666 75.8 621 43.5 666 75.6 521 38.1 666 75.6 521 W 661n 106.0 607 112.4 $22 88.3 607 96.1 611 75.7 601 65.0 501 6a2 607 77.1 493 58.8 607 71.5 468 53.0 607 67.6 481 44.2 607 63.4 476 37.8 807 62.7 474 33.1 80T 62.7 474 z W dLL �' J 72N 61.6 510 85.8 443 68.0 510 73.0 414 68.3 10 64.3 426 51.0 610 57.9 419 45.4 510 63.3 413 10.8 610 50.0 406 14.0 610 45.9 402 29.2 510 44.4 399 25.6 610 44.3 199 76 In 69A 456 72.6 400 $7.8 458 61.7 392 49.6 458 64.1 385 43.4 456 40.6 378 38.6 459 ]4',..96 373 34.7 456 41.6 366 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 78 N 84.2 435 97.0 381 53.5 135 68.8 373 45.0 435 49.8 368 40.1 135 10.7 360 35.7 435 355 32.1 435 38.1 351 28.8 435 34.4 341 22.9 435 32.9 141 20.1 435 32.2 340 Qr Q N tO90N 41.8 327 47.1 290 74.8 327 38.4 205 Z9.0 327 31.8 280 28.1 327 28.3 275 2J.2 127 7 271 20.9 327 23.7 268 17.4 727 21.0 262 14.9 327 19.3 258 Z 1nn 34.4 267 35A 257 28.7 287 28.9 262 VIA 287 26.0 248 21.6 287 23.1 244 19.1 287 209 240 17.2 287 19.3 237 14.4 287 16.9 232 � Cl)�Z�O g0 Min 24.2 227 24,7 205 20.2 227 20.8 201 17.3 227 18.0 106 15.1 227 18.0 195 x w 0 8 III In 223 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 (Y ^ Y Y 1201. 17.6 184 17.9 167 V N Q U) X TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: e Z (O/3 fp Anchor Capacity Table(Ibs) ANCHOR CAP-„m,,,,,, �_$ 1 0 s:0 SubaW. 27k Cworala 3.SX Cd1c. HdI-CMU Filled CMU PTW..d Metal (DP)X( )=ANCHORCAP_ 00a MULLION CAP.,,,,,,,,,, AncharT NIG'Elco i/4"SS Elco NIIMA S Elco 'to Steel Al2 Steel Al2 Steel �� Anchor Clip Patterns Yp� 311G'Eko L7lracw 1/4'Elw Ultracon lAI-on 3/18"Elw Ulaacon 114'Elc.Ullrecoll AW.Gator Un .WIar S..(GS)S.I(G51 Sorea(GS) USETHIS FORMULA TO OBTAIN THE'ANCHOR Edge q.lance pn) i^ 2-1t2' r 2-112' 3.118' t^ 2-trz' r 2-vr z' 3z• 0.49' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In): 1314• •1314• 1314" 13/4• T' 1.114" 1-1/4" 1-114' 1-1/4• 1.114- 1z' 1318' 13/6'• (.e.i1a4.4) ACT UAL PRESSURE REQUIREMENT FOR THE 2AmIms a4.75"MI9 O.C.7 Standard of Onset Clip(Fig.1) 390 The 390 lbs 450 lbs 8901be 1S441bs 270 lbs 2801bs 354lea 7401 4681W 682lb. 3291ba 420 lb. 56016e OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Men-@I.15MIn.O.C./Standard(.,Oftel)Clip(Fg.2) 460 lb. 7001. WA WA WA WA 350 lb. WA RIA WA WA 652lb, 840lbs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3"MN.O.G/(2)2x5 Angla Cope 7(Flg.3) 7801ba 780lb. 660 lba IS60IW 1896Ina 540lba 560Iw WA 7601bs 936lba 864 lb. 6521w 840Iw 1120lba MULLION.IT WILLYIELD A MINIMUM ANCHOR 2 Anoho s @ 0.45^MIR O.C./U-01p Into 118'Alum.Ing.4) WA WA WA WA WA WA WA WA WA WA WA WA WA 71816, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Cllp(FIg.5) 1951bs 105lb. 225 @! 4451be 8221bs 13516¢ 140lbs 1771ba 3701be 2341be 31 lbe 153lb. 210 rot 260 roe ADDITIONAL ANCHOR OPTIONS FROM THE 2 Andrs®115'hit.O.CJ FL9p(Fg.6) 2101W 350lba WA WA WA WA 19016! WA WA WA WA 12G lbs 4201b. 660 lb. 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 21. PRODUCT REVISED os complying 1a11h We Florid. B"Oding Godo��_O'•, ,O� Acccptmw No FIGURE 1: FIGURE 2: 4N i- n oto U3 / TABLE NOTES: _ � -� 1.000' r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1tipm1 Dodo PmductCantrol SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \11111 1 I I/(_l/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OROPENING WIDTHS ISALLOWABLE. �\v Q� ,••••••.,,7(( �i� FIGURE 3: " '��••'�14ENSF '•.FAQ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2.750' :! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. No.58705 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 -p•:� W- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .375' •. O 1 3 w` FIGURE 4: FIGURE 5: FIGURE 6: S AT YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' O,� a THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT % Z. COR10P•••'`�\; 1'X 2.75'X.375'MULLION Z. LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 4A Mullion Capacity Table Ibafitl Opening Width(for oerlicalyspannbg mullions)or Opening Height(for I»dzontaly-spanning mullions) 50 in 601n 70 in 60 in coin loom 120in 14010 login • 0- 1 1 x236x ReclaagulTraprTdaag. Rectangular TrupTrieng. Rectangular hep'IHang. Reclarrgrdar TrapRdang. Rectangular TnpTdang. Reciergular TnpRdang. Rxlengular -TrepTlerg. Rectangular 7rapRdang, Roclangutar TrapRdanD. o:o loafing Loafing Loafing Loafing Loafing Loafing Loafing Loafing Loadrig Loadnrl Loadng Loadng Loading tnadng Loadng Loafing Loafing Loaf.9 cx x O .860 Alum. F L• A F S d F S S F S S F F F F Z- F F 2r L• 2:• L• �• i S S S L• S x Tutee Mullion 0 u a O$ u 0 U) Q El 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 ,518 170.0 11111 170,0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 158.7 !020 170.0 621 138.6 1620 170.0 521 J 48 In 170.0 709 170.0 524 170.0 650 170.0 681 170.0 992 170.0 830 170,0 1133 170.0 681 170.0 1275 170.0 977 170.0 1417 170.0 6110 141.7 1417 170.0 680 121.5 1417 170,0 880 106.3 1417 170.0 680 Q,b: LL 50.0251n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 162.8 1286 170.0 747 148.3 1286 170.0 756 121,9 1288 170.0 758 104.5 1288 170.0 758 91A 1288 t70.O 756 W d 61 In 170.0 797 170.0 612 170.0 958 170.0 691 110.0 1116 170.0 751 150.7 1130 170.0 1107 133.9 1130 170.0 837 120.8 1130 170.0 850 100.5 1130 170.0 881 86.1 1130 170.0 861 75.3 7130 170.0 861 0 U 601n 170.0 885 170.0 701 146.5 915 162.3 701 125.5 915 144.6 740 109.9 015 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 916 114A 715 62.6 915 114.4 715 64.9 015 114.4 716 F'-' LU {, 6310 151.8 e3o 101.9 710 126.5 030 138.0 694 108.5 830 123.2 081 94.0 830 112.2 070 84.4 030 104.6 682 75.9 830 89.4 658 03.3 830 94.5 849 54.2 830 04.1 819 47.4 830 04.1 649 Ta � W d fA 66 in 132.1 757 140.0 650 110.0 757 119.8 636 91.3 757 105,9 624 82,5 757 86.1 614 73.4 757 68.1 606 66.0 757 84.2 600 55,0 757 79.0 593 47.2 757 76,2 691 41.3 757 762 59t 6-�, S c F (y j 72 In 101.7 838 108.8 652 B1.6 636 91.0 6{0 72.7 1178 80.1 530 63.0 638 722 521 58.5 838 88.5 514 50.9 810 02.3 SOB 42A B3B 57.2 500 30.3 630 553 497 31.8 636 552 497 J J p �Q' 1fi to 86.6 671 80.4 498 72.1 571 76.8 488 16-1.11' 671 87.4 479 54.1 671 80.8 471 48.0 671 55.5 484 43.2 611 61.8 458 38.0 571 47.0 451 30.9 671 //.8 /17 27.0 671 14.5 140 Q 6 (7 781n 60.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.0 542 40.0 425 25.0 542 40.1 423 Z O Q N c01a 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 340 32.6 407 35.3 343 26.9 407 32.1 338 20.0 407 29.6 334 21.7 407 28.1 327 18.8 407 24.1 322 18.3 407 23.0 319 Q � Z 9610 12.9 3511 11.1 320 35A 358 37.2 31{ 70.7 758 32.{ 309 28.8 358 28.8 304 23.8 358 28.1 300 21,5 356 24.0 2B0 17.c 356 21.0 211E 16.3 756 18.2 281 X � .0 1081n 30.1 283 30.8 255 25.1 263 25.9 251 21.5 283 22,6 247 18.6 283 19.8 244 16.7 283 18.0 240 15.1 MIT W N I111n 27.6 287 28.3 242 27.1 287 23.8 238 10.6 267 20.8 235 17.3 287 18.3 231 15.4 287 nob 228 F N l0 N I.in 22.0 228 22.3 209 18.3 229 18.8 205 15.7 228 182 202 TABLE 48 Q E Z rn � ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 Lig m0 AnchorCepacltyTable(Ibe) ANCHOR CAP.,,..,,,, sutclnte: 27K Concrete 3.61,Caw- HoftvCMU Filled CMU PT WOod Metal (DP..)X(r ANCHOR CAP.,,. �°� N76"Eko 1/d"95EIC0%N/A /4'88EIco 4""ed 81281111 9f28leel `MULLION(:AP.ee.,,,,� Anchor Clip Patterre Anchor typo: 3llli Elco UlreeM 1/4'Elco UltnSon 141rxon 3119'E1co Utrxon 174'Eko UBneon Agg,.GMa 9greGala Screw(G5)screw(GS) 6crew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Uslance(In) T' 2.117• r 2.1a• 3.119' 1- 2.lrr 1• 2-1rr 2' z• 0.46' o.69' 0324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(Ink 1;114` 13t4' 134" 1314' 2 1-114' 1-1/4' 1.1/4' 1.114' 1-1hr 2' 1319' 1319' (aft note 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 4.75'Min,O.C./Standard or Met Clip(Fig.17 39010. 39016, 450 lb. 890 The 1644161 2701b, 28015. 354161 740.1. 96816. 11.1. 32816. 42016. 660b, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhen@l.lYMlm O.C.l Standard(w Or-1)Clip(Fig.2j 480 ib. 700 rra WA WA WA WA 3801be WA N/A WA WA 652 ms eaolba Mrllbe CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchae C 3•MIM O.G/(2)2x5 Angle CUM I(Fig.3): 780Ibe 780lba 680 ore 1560 ore 18961bo 540161 5601 be WA 760 Ibe 93a los 23&1 les 65216s 1. 1720161 MULLION.IT WILL YIELD A MWIMUM ANCHOR 2AxhasQ 0.W Min O.C.)UCAp•Into179'Alum.(Fig.4) WA WA WA WA WA WA WA WA WA WA WA WA 716161 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Cnp(Fig.61 195lbs 1051b. 22516. 445169 622lb. 135lbs 140lbs 177lb3 370lbs 23410. 69110. 1631ho1bs 2801bsADDITIONAL ANCHOR OPTIONS FROM THE 2 Achu.a 1.1V Min.O.C.1 F•Glp(Fig,B( 240lb, 350.6, WA WA WA WA 19016. WA wA wA wA 328 tux. 420169 560169 ANCHOR CAPACITY TABLE. RODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wraplyiogwilh the Florida CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 3uIlding Code �r lcceplwtce Not FIGURE 1: FIGURE 2: TABLE NOTES: Spic t ate --I 1.00(' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ir •tiaml Dade Product Contrn I /111111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. :��` � N'MidF �� ! FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2.760' "` •'�'%CENS, '•, � i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. _: :' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - *r No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 -O a IS i3 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT S7 TE F ;•��/` LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION �� � •F40RIOP••' THE MATERIAL. '11`/8//0NA�- A.LYIJNMIltP.E. FL P.E.#58705 TABLE 5A , Mullion Capacity Table Ibe/ll F Open)ng Width(for varllcalysparrllrg mullions)or Oponing Holght(for hodzoritalVsparrtrg mllllom) to SQ 601. 60 in 701. 801n 00 In login 120 to 14 In 1601. Redangllar Ta)tTdang. Rectangular Trep7dang. RKtangular TwpTlanO• Rectargrtar Trap7fdanB. Reclengular TraplTdang. R4clengNar TapTdang. Rectangular Trap7Tdang. Reclang1lar TreprldanB. Reclangdar TreplTdanB. ��Ox fq- 1"X3.126"X lnadn9 Loafing Loafing Loading Loading LoadM Loadn9 Loading Loadn9 Loadn9 Loading Loafing Loadrg Loadrg Loafing Loadng Loafing Loafing oZr4z /j .600"Alum a g F F F r x x x a p a x a ,iz a r p ,g a ;r 9 x x a x A• r a x F Eel Tubo Mull a e way¢ ti�, Z w n� O w 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 8% 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 12401 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 154.4 IBD2 170.0 521 J D' 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 t275 170.0 877 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 LL 50.6251. 170.0 747 170.0 561 110.0 896 170.0 631 170.0 1048 170.0 864 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1194 170.0 768 141.7 1495 170.0 758 121.5 1495 170.0 756 106.3 1495 170.0 756 W O 541n 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 t70.0 803 166.1 1401 170.0 837 149.6 1401 170.0 856 124.6 1401 170.0 661 100.8 1401 170.0 861 93.4 1401 170.0 851 m M d 601n 170.0 685 170.0 701 170.0 1083 170.0 797 168.6 1158 170.0 878 138.7 1156 167.0 028 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1156 144.6 903 79.3 1158 144.5 903 89.4 1158 144.5 903 I-- (D L) 631n 170.0 930 170.0 745 159.8 1049 170.0 650 137.0 1049 155.5 660 110.6 1049 t41.7 846 108.5 1049 132.0 830 95.9 1049 125.5 628 79.9 1049 119.3 820 68.5 1049 118.9 Oill 59.9 1049 118.9 819 66 In 188.8 056 170.0 789 139.0 B55 151.5 804 119.1 966 137.7 768 104.2 955 121.4 775 92.6 955 112.6 785 83.9 B55 108.4 767 89.5 956 99.8 749 59.8 955 08.7 718 52.1 955 98.7 746 Z u) 2j j 721. 128.5 803 131.9 697 107.0 803 111.9 6B2 91.8 603 101.1 870 BD.3 803 91.2 659 71.1 803 83.9 649 64.2 803 78.6 842 53.5 807 72.2 G32 45.9 803 149.8 628 l0.1 803 69.7 627CO 781. 109.2 721 111.1 829 91.0 721 97.0 818 78.0 721 85.1 605 68.3 721 76.6 595 80.7 721 70.1 586 61.8 721 85.4 670 45.6 721 69.4 fiGB 38.0 721 66.6 684 31.1 721 68.1 583 Q J-1 o �M 781n 101.0 884 105.4 699 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 $87 5&I 684 64.4 556 60.5 884 59.9 551 42.1 8144 54.1 5411 38.1 884 51.3 538 31.0 884 50.6 534 .-- Z Q N 901. 65.8 514 07.9 458 54.6 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 38.5 514 40.5 427 32.0 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.8 $14 29.0 403 Q z e- 00N 51.2 452 55.7 104 46.2 462 d7.0 198 36.7 452 90.9 190 71.8 452 18.4 384 38.1 452 32.9 378 27.1 452 30.3 373 228 452 26.8 386 10.4 452 24.2 350 1&9 452 22.8 355 ft $C)N0 108N 36.1 357 38.9 $22 31.7 357 32.7 317 27.2 357 28.4 312 Lo 23.6 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 115.9 357 IBA 293 13.5 357 18.2 287 11.9 357 15.0 283 W 04 rb Min 35.1 138 35.8 308 29.2 338 30.1 301 25.0 338 26.1 298 21.0 538 2J.t 292 19.5 538 20.8 288 17.5 338 19.0 284 14.6 138 16.5 278 12.5 338 14.8 273 11.0 336 13.6 269 � 4•.j � � 120N 27.7 289 28.2 263 23.1 289 25.7 259 11.e 269 20.5 258 17.3 289 18.1 252 15.4 289 18.3 249 17.9 289 14.9 248 11.8 289 12.8 240 9.9 289 11.4 236 8.7 269 10.4 7J2 (] x Q O O TABLE 5B ¢ Z ANCHOR CAPACITY ADJUSTMENT FORMULA: �U) AnohorCapaoityTablo(lbs) ANCHORCAP.,,a,,,,� -� "r 0 Subslralo: 2.7k Centrale M3418 Hollow CMU FBIed GAU PT Wood Me1W (Df:,,)X( )=ANCHOR CAP.,,,, MULLION CAP.,,„,,,,, Anchor T 111'SS Elce 5116•Elco 174•SS Elco /IO Steel JI26teel 812sted USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Type: 3116 Elco Ul ecan fl4'Elco UVacon3rt6•Elco Ulmcon 114•Elco Ut can Agg'eGalor Utacan AggraOala Semv(GS)Saew(G5) $crew(GS) EOW Distance 9n): 11• 2-112' 1' 2-Ir2• 1' 2.1rT 1• 2.1n• 2- 1118• 2• 0.48• 0.54• 0.124• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml QnJ: 1-314' 1314' IJl4' 1-314' 1-1/4' 1-1l4' 1-1/4' 1.174' 1.114' 1-114' 2' me, 1-318• (ace nolo 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors d84.75tA1n.O.C.l Standard COp(Fig.tr 3901bs 3906. 45016. 89016. 164116. 270Ibs 26016. 354 lb. 74016. 468 lb. 664 lb, f1821bs 32616. 420[be 660lbs OPENING,WHEN IT IS LOWER THANTHELECTEMULLION 4 Anchors @ 1.15-Min.O.C.1 Standard Clip(Fig.2): 480 lbs 700 Qu WA WA WA WA 38016. WA WA WA WA WA 65216. BIO lbs 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 4o YMin.0.0.!(2)2c5 Angle 01ps(Fig.3): 780lbs 780 lb. 66011,3 15601bu 1896 lb, 540 lb, 560 lb. WA 760 ft 936lba 68016. 2364 lbs 652lbs 840 a» 112016, MULLION.ITWILLMAYBEYIELD A MINIMUM ANCHOR 3 Anchors®0.4V Wn.O.C./U-ap,We 11W Atu-(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1074 ibs CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE I Anchwl F-Cli,(Fig.5): 195lbs 19516e 225lbs 445lbs 82216. 13516, 1401bo 177lb. 370 a. T34IDs 3321bs 5911M 163lbe 2101bs 2801Ds ANCHOR CAPACITY TABLE. 2 Anohae@ 1.15'611n.O.C./F4-Ap(Fig,6): 240 lbs 35016. WA WA WA WA 190 lb. WA WA WA WA WA 32616. 42016. S601Ds RODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I1 o1TIN' nsllith the Fl.rida 1Wldlog CoNal H 1.000'-I Xcecplenw No FIGURE 1: FIGURE 2: TABLE NOTES: ��IrWign otc [ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, Y(Illali Dodo Product Conlro�1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125' `���1oN�ILYNN MQ AA�jii FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. \ �'��,••'�,CENSE �F�Q • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. Q•; ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -b';� LY= FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '. I.T THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 3.125'X.6'MULLION O'• OF ••11/� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) %'C7�.•. FLORIOP ���: THE MATERIAL. 7�7S ?�` A.L1 R MIUUSk,P.E. FL P.E.fI 58705 TABLE 6A ® � Mullion Capacity Table(lbglte) a q Opening Width(for vertically-spanning mullions)or Opening Height(for horizontalIy-spanning millions) 60 in 601n 701n 60 In 901n 100 in 1201n 1401n 1601. aj 52 O ReclanguUr naprTfl.n. Reetancdar Traprmang. Rectenguiar Traprrdang. Rect.n9d.r Tro dan. Rectangular Tro long. Recta o M g pR rig�dar Traprrda.0 Rectangular Trop7darg. Reclangdar Trepimang. Rectangular Traprrilang. oo 1 x 4 x.126 Loadng Loading Loadng Loadng Loading Loadrlq LoadnB Loedng Loafing Loadng Loafing Loafing Loafing Loadng Loadng Loading Loafing Loading Xg o Alum.Tub9 Mullion C,4 91 gA yr s wti it � � � w M w� z � N 2 f d` �� E E d` � �- f� rc 21 f o: so O w 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 606 170.0 9922 170.0 619 170.0 1116 170.0 52t 170.0 1240 170.0 521 170.0 1408 170.0 621 145.6 1489 170.0 521 127.8 1489 170.0 521 J 481n 170.0 703 170.0 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 156.3 1303 170.0 860 130.3 1303 770.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 LU X 50.625 In 170.0 747 170.0 503 170.0 898 170.0 631 170.0 We t70.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 10°.4 1235 170.0 768 87.6 1235 170.0 766 W O$ LL 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 154A 1158 170.0 603 137.2 1168 170.0 837 123.5 1156 170.0 856 102.9 1158 170.0 act 68.2 1169 170.0 861 77.2 1168 170.0 861 03 M J 601. t70.0 885 170.0 701 166.7 1042 170.0 797 1429 1042 161.1 832 MA IG42 148.7 816 111.2 1042 MA 801 100.0 1°42 130.2 791 83.4 1042 125.1 782 71.5 1042 126.1 782 62.6 1042 126.1 762 1-- 63 � L) 631. 170.0 830 170.0 745 161.2 992 163.6 618 128.6 992 144.4 780 113.4 992 131.0 782 100.6 082 111.4 768 80.7 992 114.8 758 75.8 BB2 106.4 745 64.8 992 108.0 744 517.7 992 108.0 741 ? W 681n 165.4 8p 170.0 789 137.8 9q 148.0 786 118.1 947 130.3 788 703.4 Lo 947 t17.7 762 91.9 047 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 61.7 947 94.0 711 Z C z� $ > 72 In 135.9 849 142.7 737 113.2 849 121.8 722 97.0 849 106.0 708 84.9 649 96.4 696 75.6 849 88.7 666 67.0 849 82.7 675 56.6 849 75.3 659 48.5' 049 72.5 652 42.5 849 72.4 651 ? d 761. 115.5 762 120.7 665 96.3 762 102.6 652 82.6 762 90.0 640 721 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 46.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 _1 rn 76 In 106.9 724 111.4 634 89.0 724 84.6 621 76.3 724 629 609 66.0 724 74.4 599 69A 724 68.1 591 53.4 724 63A 583 44.5 124 51.3 573 382 724 54.3 587 33.4 724 63.6 665 F 901n 69.6 643 71.8 483 58.0 543 60.7 474 49.7 643 52.9 466 43.5 643 47.1 458 38.6 543 42.8 452 34.8 643 39.6 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 Q Z N 961n 57.3 478 58.9 427 47.8 478 49.7 419 40.9 418 432 412 35.6 476 35.5 406 31.6 478 34.8 400 25.7 478 32.0 395 23.9 478 28.1 388 20.5 478 25.6 380 17.9 478 24.2 376 N N O O 108 N 40.3 377 41.1 341 33.6 377 34.6 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 18.6 377 19.0 310 14A 377 17.1 304 (() `- � 111 H 37.1 357 37.8 32J 30.9 357 31.8 318 28.5 357 27.6 513 23.2 337 24A 309 20.6 151 22.0 305 18.5 357 20.1 301 15A 357 17.4 284 1201. 28.3 JOG 29.8 278 24.6 308 25.1 274 21.0 308 21.7 270 18.J 306 183 267 16.3 306 17.3 283 V x Q O O 1441. 1 17.0 1 212 1 17.2 1 196 d i±r- (0 (!) Z TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 90�a Anchor Capacity Table(lbs) (D>tr,)X(ANCHOR CAP.,,o,,,,,,\_ANCHOR CAP.,a, SubsBete: 2.7k Concrete 3.6k Coro. MoOav CMU Filed CMU PT Wood Metal \MULLION CAP.,,e,,,,,,// Anchor Typo:;-3;117Elco Ulrawn 114'FJco UBacon &W Elc° 3116'Etc°U9econ 114'Elco Ulacon 114'SS EIC°6h6'Elco 174•ss Elco llto Steel 812Sleat 912Steel USE THIS FORMULA TO OBTAIN THE-ANCHOR Anchor Clip Fallen Ubacon AgWator Macon AggreGator Screw(GS)Suew(O5) Screw(G5) CAPACITY REQUIRED'CORRESPONDINGTOAN Edge Ustance Qny2.1)2- 1• 2.112' 34/6• I• 244 V 2.112' 2' 3-118• 2' 0.46• 0.54' 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE En): II3R' 1 a14- 1314' 1 2' 1-114' 1-114- 1-1/4' 1414' 1-114' 1-114' 2' 1-wr 13M' (see note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors @ 4.75'Min.O.C./Standard Clip(Fig-tor 2): 3"as 390 lbs 450lbs 890 lbs 16"M 270 lbs 280Pas 354 lbs 740111, 4681°, 664111, 1162 @s 3281M 420 @s 6601M CAPACITY(FROM THE TABLE)OFTHE SELECTED 4 Anchors@2.25"Min.O.C.1 Standard Up(Fig.3): 700 lbs 7001bs 580 lbs 14101bs 8521M WA 6601M WA 6301M WA 880Ibs WA 652!be 840 his Ii20lbs MULLION,IT WILL YIELD A MINIMUM ANCHOR 6 Anchors®1.15'Klin.O.C./Standard Gip(FIg.4): 960 Ns 14001M WA WA WA WA 760 lbs WA WA WA WA WA 1304 lbs 168019 2240 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors®3'Min.O.C.1(2)2,6 Angle Ups(Fig.Sr 780 lbs 780106 900lb5 1780 Itis $288 lbs 6401M 560 his 708 lbs 1480 lbs 8361M 1J281bs 2364 ibs 65210, 840 IN; 1120 lbs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 6 Anchors Q 3'Mtn.O.C.1(2)216 Angle Clips(Fig.6): t170lbs 1170IM 10201M2340 lits 2844 Ibs 8101M 8401M WA 11401M 1104TH 13201M 35461Ds 9781M 12601M 1680 TH ANCHOR CAPACITY TABLE. us complying with die Florid- 4 Anchors®OAS Min.O.C.I Lkalp,Into 116'Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14321M nuldin0 Coditocc 2 Anbhors @ 2.26'Min.O.C.I F-alp(Fig.8): 350 ft 3501M 2100 his 7051M 478 lbs NA 2801M WA 3161M O IM 440TH 0lbs 326IM 420[as 560lbs 1.000' Acccpt°on, at N 4 Anchors®1.15'Min.O.C.1 F 1p(Fig.9): 4801M 700 lbs WA WA WA WA 380IM WA WA WA WA WA 652 lbs 840 lbs I I2°IM 5'Q1 °n De 1r' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Miami Dade product Contra FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: 1t 11 I I l I l 11 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE �\v SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�'���•'�\C6NSF•!(������ • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 4.000' No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20.HOLES FIGURE 5: FIGURE 6: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20.FIGURES SHOW - f * O! • • • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'0•' (6 I$(3 ll! • Z- 0% STA • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' i� '•............. ,FCORIOP,.••C • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOWLis •••••.. v SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL '�,,S1ONA%-� ANGLE CLIP(FIGURES 5&6)MUST BE USED W PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK 1'X 4'X.125' A.LY"WI ILIl.ER,P.E. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION FL P.E.#58705 TABLE 7A Mullion Capacity Table Ibste) aF Opening Width(Iorvertically-sparningmullions)orOpeningHeight(for hodzontalyspamlrgmUGons) Q 50 in 601. 70 in 601n 90 in 100 in 1201. 140 in 1601. 4 O Rectangular TreplTdang. Rectangular Traprtda�. Rectangular TrapTdang. Rttlangder TraplTdang. Rectangular Traplaiang. Rectangular TraplTdeng. RectargeWr Treplydang. Rectangular Trap7Tdang. Rectangular Tmp/Tdano. OdP_ 1 X 4%.376 Loading Lowing Loodmg Loading Loading Loading Loading Leedn9 Loading Loading Loading Loadng Loadng Loadn9 Loading Lowing Loading Loadng o n x W Y O Alu&nT be .� r �• .F» � r .F r x r r r r F R p r F .� €,. r r � a.. r$ � r � a.. a r r � 6 W Mullion E 5 5 5 a S a 8 a 3 1s g� 75 8 a 8 bYe s xE g� 1s.5 5 ag 5� is gp a� g� aE 8$ >: S 1s. a o 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 198J 170.0 621 LU 481n 170.0 708 170.0 624 170.0 860 170.0 684 170.0 892 170.0 638 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 660 170.0 1987 170.0 880 151.8 2024 170.0 680 60.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 156 166.0 1919 170.0 766 136.5 1819 170.0 768 � LL LLI 541n 170.0797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 661 137.1 1799 170.0 861 120.0 1799 170.0 881 p M 601n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 974 170.0 1594 170.0 998 155.5 1819 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 c0 (') 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 168.7 1542 170.0 1078 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1167 W {, 601n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1 1086 142.8 1472 168.6 1148 128.6 1472 168.6 1130 107.1 1472 147.0 1108 91.8 1472 146.0 1104 60.3 1472 146.0 1104 z fn �• b () 1 w 721n 170.0 1063 170.0 876 170.0 1275 170.0 1009 150.6 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 68.0 1320 112.6 1012 W� W v 76 In 170.0 1122 170.0 937 149.6 1181 169.4 1011 128.2 1194 139.9 944 112.2 1184 125.7 978 88.7 1184 115.3 984 89.6 1186 107.5 952 71.8 1181 97.6 935 81.1 1784 93.1 927 56.1 1181 92.3 925 2 781. 166.1 1124 170.0 967 138.4 1124 147.0 955 118.6 1124 126.8 847 10].8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 806 69.2 1124 89.0 898 59.3 1124 04.3 081 $1.9 1121 83.2 870 Q --1 CO _1 r 901n 108.1 844 111.5 760 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 68.5 702 54.0 844 61.4 693 45.0 844 642 678 38.6 844 50.0 668 33.8 844 47.7 662 Z ¢ N Do In 89.1 742 91.5 663 74.2 742 71.2 652 838 742 67.2 641 55.7 742 59.8 631 49.6 742 64.1 622 44.5 742 49.5 614 37.1 742 13.8 600 31.8 742 39.8 590 27.8 d74237.6 684 )- � Z OD 11 IOB In 62.6 588 63,9 630 52.1 680 53.8 621 41.7 508 46.6 513 39.1 586 41.4 505 31.8 586 37.3 498 31.3 5Se 3l.2 492 26.1 586 28.6 1111 22] 588 28.8 472 19.5 2{.7 466 c7 b'1111. 57.0 555 58.8 507 48.0 553 49.5 495 41.2 555 42.9 407 38.0 555 38.0 480 32.0 555 34.2 473 Me 555 31.3 481 24.0 555 27.1 457 20.6 555 24.3 448 '18.0 224 442 UJx 1201n 45.8 475 464 433 38.0 475 39.0 426 326 475 33.7 420 28.5 175 28.8 414 25.3 476 26.8 409 71.8 475 24.5 !0{ 19.0 475 21.1 395 16.3 475 18.7 Je7 14.J 17.2 381 F:. X � � 194 in 26A 330 28.7 305 1 22.0 1 330 1 22.4 301 18.9 330 1 19.3 1 297 16.6 338 17.0 1 293 Q Q a' Z U) to TABLE 78ANCHOR CAPACITY ADJUSTMENT FORMULA: €04.2 AnchorCapaotty Table(lbs) (OP,))(/ANCHOR CAP.,,,,,,,,`_ANCHOR CAP..,, o� Substrate: 27k Cenerete 3.6k Cone. Hotlowcmu Filled CMO PT Wood Metal `MULLION CAP. ,,,,) 6/16'Elco 114'SS Elco 5'16'Elco 114'SS Elco 410 Steel 012 Sted 412 8fetl Anchor CII Pellems Anchor Type: 311V Elco Utmcon 114'Elco Utracon uumm 3116'Elco Utracon 114'Bee Utmcen /4'8 Etc Ultmen AggreGater Screw(G6)Sciew(GS) Scren(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Clip CAPACITY REQUIRED'CORRESPONDING TO AN Edge Distance(In} t' 2-112' 1' 2-lir 3-11W 1- 2-112' 1' 2-112' Y 3-176• 2' 0.41W 0.64• 0.32V ACTUAL PRESSURE REQUIREMENT FOR THE Embedment On): 1314' 1-141 - 1314' 1-14' 2' 1-174' 1.114' 1414' 1-114' 1-114' 1-114' 2' 1318' 1-315' (see note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors G43VLila.O.C./Standard alp(Fig.l or 4 390lbs 390Ibs 450lbs 890 lee 16441bs 270 lbs 280 lbs 364 lbs 740 Ds 468 lbs 664 lbs 11821W 326@s 420 lbs 660 11's CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors @2.25.Mire.O.C./Standard Clip(Fig.3): 700lbs 700 Me 560 lbs 1410lbs 952lbs WA 560lbs WA 630@s WA 8801bs WA 652@6 840 lbs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Anchors @ 1.15'Mia.O.C./Standard Clip(Fig.4): 960 lbs 1400 lbs WA WA WA WA 7601be WA WA WA WA WA 13041bs 1680 lbs 2240Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors @ W Nn.O.C./t2)265 Angie pips(Fig.5): 780Ibs 780 lbs 900 @s 1780 lbs 3288lbs 540 Rn 5601bs 708lbs 1480lbs 93816s 1328 rows 2364 lbs 652 lbs 840106 11201bs ADDITIONAL ANCHOR OPTIONS FROM THE 6 Anchors@3'MIn.O.C.1(2)2(5 Angie alps(FIg.Or 1170lbs 1170 lbs 1020lbs 2340@s 28441Ds 810 lbs 840 lbs WA 1140lbs 1404 lbs 1320 les 3U6 lbs 970 lbs 1260 lbs 16801bs ANCHOR CAPACITY TABLE, PRODUC17REVISED 4 Anchors G0.45 Min.0.C.l UGI,No 1/8'Alum.(Fig.n WA WA WA WA WA WA NA WA WA WA WA WA WA WA 1432@6 Osconlgcod3vilh4h0 Florida p B.haing w _ 5.05 2 Anchors G 2.26'Min.O.C./FLep(Fig.8): 350106 J50lbs 290106 TOS lbs 4781bs WA 280166 WA 315 @9 0 @s 440 @s 0 @s 326[be 420 lbs Sell lbs Acuplanco No 4 Anchors @ 1.IV Min.O.C./FCGp(Flg.9): 4801bs 7001[6 WA WA WA WA 390106 WA WA WA WA WA 652lbs 8401G7 1120lbs 1.062 )•�- --I 1.000' r- C.vpir l/pate NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. By--7 Miaral Daae Product Confro TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I i • • IF. \ ONY LYNN M2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � "` •'.• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000' a275" �;• �•.• SHEETS 18.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705 _ SHOWN ON SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: - TY - -10 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ••. (0 )S 13 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM WOOD SHALL BEL Q STA E F G 4[/� PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .376' � � '•FP.0 All 6063-T6 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.046' 37 1/119 S �O �.\` ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICKAND A36.ALL ANCHORS 1'X 4'X.375' 1 1'X 4'X.375' I 7/ NAL INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'T'-MULLION MULLION A.ONNIMILL12 P.E. FL P.E.#58705 TABLE 8A s Mullion Capacity Table(lb91e) r4 Opening Width(for verlicalyspaming mullions)or Opening Height(for horizordalyspenning mugions) G! 501n Goin 701n 601n 90 in 100in 1201. 14 In 1601n ,�5j�11 p 1 25"K Rectangular 7tv1Tdang. Netenguler R prrrl g. Reclangular Traprildang. Rectangular TrepRdang. RectangNar Trep4dang. RederguNr Trap77deng. Realenguier TrapRdang. Reelangular TreplTdang. RalenguNr Trap/Tdang. 5 qx Loading Loading Loading Loading Loadng Loading Loafing Loading Loadng Loafing Loadng Loadng Loadng Loadng Loadng Loading Loading Loading gY g U 3.188,"X .286•'Alum cli F F r $ F F P $ b T F F F E F F $ L F F D L Z F ? Z LL Tube Mull IN � a �� �� � � s a a 5. � �� Ise$ �9 � Z m� sem, saa� �� f� d 'semi. sr=. toN Ul W 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 52f 170.0 1735 170.0 521 151.6 1769 170.0 521 ,j lK 481n 170.0 70B 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 880 154.8 1548 170.0 680 132.7 1548 170.0 680 110.1 1549 170.0 680 60.625 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1466 170.0 766 139.2 1168 170.0 756 119.3 1468 170.0 766 104.4 1468 170.0 766 a o' LL 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1378 170.0 661 01.7 1376 170.0 661 m CD J 601n 170.0 885 170.0 701 170.0 1063 170.0 797 168.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 1155 150.0 912 92.7 1158 144.8 905 79.4 1168 144.8 905 69.6 1166 144.8 905 V W p 631n 170.0 930 170.0 745 160.1 ID51 170.0 850 137.2 1051 155.9 882 120.1 1051 142.0 846 106.7 1051 132.3 837 SU 1051 125.7 830 60.1 1051 119.6 822 68.6 1051 119.1 821 60.0 ID51 119.1 821 � (L W 661n 167.1 957 170.0 789 139.3 057 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.6 057 112.8 767 83.6 957 106.6 769 69.6 057 100.0 750 59.7 957 08.9 748 522 851 98.9 748 Z J g LO g 2> C 721n 128.7 804 135.2 698 107.3 804 115.2 694 91.9 604 101.3 671 80.4 804 81.4 660 71.5 804 84.1 660 64.4 804 78.8 643 53.6 804 723 633 46.0 804 699 629 40.2 804 89.8 628 F (L) J 761n 109.4 722 114.4 630 91.2 722 07.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 771 65.5 680 45.6 722 59.6 570 39.1 722 56.7 665 34.2 722 56.2 664 S M 761n 101.2 685 105.6 600 84.4 685 89.8 588 72.3 685 78.5 677 8:1.3 885 70.6 686 602 885 84.6 680 509 685 �.1 b53 42.2 685 S{.3 613 30.2 685 51.4 637 31.8 665 60.7 638 f- N •-' 90 in 659 515 68.0 457 54.9 515 57.5 449 47.1 516 50.1 441 41.2 615 44.7 434 36.6 615 40.6 426 33.D 615 37.4 422 27.5 616 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 Q x Z N co 00 96In 51.3 453 65.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 28.0 368 18.1 653 24.3 J60 17.0 453 22.0 J58 N i 108. 38.1 358 39.0 323 31.8 356 328 316 27.2 358 28.4 313 23.8 358 26.2 308 21.2 358 22.7 30{ 19.1 358 20.6 J00 15.9 J56 18.0 '293 (q '- _ M 111 N 35.1 338 359 JOB 28.3 338 30.1 301 25.1 376 20.1 287 22.0 336 25.2 293 19.6 338 20.9 289 11.8 338 19.1 285EF Q' X to 1201. 27.8 28D 28.3 264 21.2 290 23.8 260 Me 290 20.8 256 17A 280 182 253 15.4 200 16.4 219 � a 144. 16.1 201 10.3 186 a Z TABLE 8B g�N ANCHOR CAPACITY ADJUSTMENT FORMULA: $- K � Anchor Capacity Table(Ibe) ANCHOR CAP.,„,,,,, Suhslrele: 27KCan<rele 3.6kCanc. HdIwvCMU F11kdCMU PT Wood Malal (DP,n)X( )=ANCHORCAP.� MULLION CAP.,,,,,,,,, Nth'Eloo 714"SS Elco 5116'Efco 114'68 Elco 010 Steel pit Steel #12 Steel USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Anchor Type: 3110'Efco Ullracon IWElco Uhracon 11tMon W16'Elco Ullrscon 114'Eko Uvacon Agg,,Gawr UBracon AggreGater SC.w'G5)Senw(G5)Screw(SS Edge MI-Ont r• 2-1¢' 1' 2.112' 3-118• r 2-W' 1. 2.1rr 2' 3w6' T SAW 0.64' 0.324• CAPACITY REQUIREO'CORRESPONDINGTOAN E=.t ft 13'4' 1314' 1314' 1a/4' T 1.114• 1.114' 1.114" 1.114' 1-114' 1-114' T 1-3ra' tate' (seencte4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 h Q4.75•Mtn.O.C.l Standard CBp(Fg.ty 3901bs 3901bs 450 So 690Ibs 1644 Pot 270 IW 2801bs 354 lbs 740 foo 46810. 6691bs 1782106 326 We 420106 560 1b. OPENING,WHEN IT IS LOWER THAN THE MULLION 4A. @1.16'Min.O.C./Standard Clip(Fig.21 460[be 7001bs WA WA WA WA 380 Its WA WA WA WA WA 652 1b, 84010. 11YO lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchore 0T MI O.C./(2)2<5 Argle COM(Fig,31 7801be 76016s 680 ibs 16W Re 1896Ios 540lbs 560 Ib. WA 760 l =to. 88016a 22a41fc 65210. 81016. 1120 IW MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors C 0.45'Min O.G 1"Op.Into 116'Alum.(Fig.4). WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14321be CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor!FAp(Fl9.51 19510e 195 We 225 The 445106 U22 lbs 135 We 140 lbs 177 The 370lbs 234 The 332 The 6911bs 16310. 210100 280106 ADDITIONAL ANCHOR OPTIONS,FROM THE pRODUCf RBVISED 2 Ambers Q1.15'I41n.O.C.l FCrip(Fig.8) 2401[6 3501bc WA WA WA WA 190 to. WA WA WA WA WA 32810. 42010. 560 No ANCHOR CAPACITY TABLE. uconhplying with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code Acoeplenrx N FIGURE 1: FIGURE 2: TABLE NOTES: o,, BY iYp �l v CoDgk o 16 / • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION hh Ded6P uct Comte ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 1 I I 11!! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: `:���.•'�10ENSF F'P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' Q t• CLIP MUST SHEETS 18.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS *:' •• BE USED SHOWN ON SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265' _ NG.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -10 � STAN FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL (� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T Q STAT • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND • 126'X 3.788'X.265'MULLION • ANCHORS IN O METAL) E AL)SHALL EXTEND AT LEAST 3 SCREW THREADS BIEYOND THE MATERIAL. (1-114'VF MULLION) A.LYNIS'MILI��t,P.E. FL P.E.#68705 TABLE 9A � Mullion Capacity Table Ibs/Ilt 0 IQ Opening Widlh(for velUcaily-sparring mullions)or Opening Height(for horizontally-spar9ling mullions) 501n 601n 701n 801n 901n t001n 1201n 1401n 1601n Reclaneuiar TIapITAarg. Nden,gWar haplTNarg. Rttlangalar Trapridang. Rectangular Trap/TAerg. Ralangular Trap/TAan9• Ractarrgr6ar hap7Aang.%1. ' 7rap17A.gO 2 X 4 k.26 Loafing Loadng Loafing Loafing Louli g Ldn9 Laadg Loading Loading Loadn9 Ldng loadingLoafing Loafing Load.0 loafing Loadr g R" Co aum.Tube . r r .r• z• a a r p a n r r 21 r x .& �' x a �• z• p r ,u• XMullion 8. g a� �� a a a a a al �t3 �3a c� r9 3 c9a 2Y c9 Bs 15.Esbs € 1a _ a ¢ 1 o: .' drc s� .5 I + s :421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 902 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 LU 481n 170.0 708 170.0 524 170.0 050 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 680 170.0 1083 170.0 680 170.0 2287 170.0 680 J 60.6251n 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1791 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 U.1 O 641n 170.0 797 170.0 612 170.0 958 170,0 691 170.0 t116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 ISM 170.0 856 170.0 1913 170.0 88t 170.0 2231 170.0 861 170.0 2660 170.0 861lL d 60 Lin 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 180.8 2880 170.0 1063 U 631n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 F-' O {y.� 681. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 19417 II0.0 1210 170.0 7336 170.0 1275 151,9 2/J7 170.0 1288 132.9 7.417 170.0 1288 C 721. 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1760 170.0 1718 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 Woo 1530 z � 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1772 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 100.1 1960 151.0 1535 92.9 1-60 152.7 1531 � W E 76 in 170,0 1161 170.0 967 170.0 1381 170.0 1118 170.0 7611 170.0 1250 170.0 1842 170.0 1369 162.7 1881 170.0 1474 137.4 1881 163.1 1500 114.6 1861 147.3 1473 98.2 1861 139.8 1459 85.9 1861 137.8 1454 ¢ fn u{ Cl) 901n 170.0 1326 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.1 1179 99.4 1398 110.2 1162 69.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 02.7 1105 56.9 1398 78.9 1096 Z J `- Q N 96 In 147A 1229 161.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1220 82A 1016 61A 1229 72.2 993 62.7 1229 65.0 977 46.1 1229 62,1 067 F¢•• �8Z � n 1081. 103.5 971 105.0 877 86.3 071 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 67.6 971 61.8 825 81.8 971 66.0 $IS 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771 (7 N Ili In 95.4 019 97.3 832 70.5 019 8I.9 819 58.1 919 70.9 806 59. 919 62.9 704 63.0 919 66.7 784 47.7 919 51,8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 W 'rX 5.5 788 78.8 71fi 62.9 78(7 6{.5 705 53.9 786 55.6786 49,4 eB8 41.9 766 14.4 677 37.7 786 40.5 668 31.5 788 34.9 657 27.0 788 31.0 841 23.6 786 28A 671CO U) [],q 3.7 fi48 44.2 604 36A 648 37.0 498 31.2 646 31.9 491 27.3 546 28.2 465 24.3 546 25.3 479 21.6 646 22.9 474 18.2 646 19.5 484 15.6 546 17.2 465 13.7 546 15.5 M8 1 x ¢ ' ¢ N Z U3 O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ m0 x0 Anchor Capacity Table(Iba) ANCHOR CAP.,,a,,,,, 0'go Subsnaln: 231,Cwcrele 305k Cwc, H.0-CMU Filled CIAU PT Wood htelal (DP..)X( )=ANCHOR CAP.,„ MULLION CAP..,,, 5116'Elco 1 S9 Elco 5118'mw 114'rc eElmW Mos /12.ted 112 SIee1 Anchor Clip Patterns Mcha ripe: 3118•Eico Utracm IIP I7co UOawn Uhaem JI16'Elm Deacon 1/4•Elco Ulracon Agg,.Getor Ul6ecw AgOroGator Scraw(GS)6crew(GS) scrnw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo.Cls ..Q.): 1• 2-112• r 2-vr 3.118• 1• 2-1rz• 1• 2-tor• r 3-116' 2• 9.4W 0.54' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Embedmwt On): 1.314' fall• 11/4' t�r4' r 1-714' 1-114' 1-114' 1-114' 1-114' 1-iN• 2• 1�3I8' 1-3/B' (sca nota 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 And-@475•Min.O.C./Standard Up(Fig.l ar2): 390 lb, 39016. 450 fb. 890 lb, 1844 lb. 270 ft 2801ba 354 IW_ 74016. 4881bs 664 lbs 1102 lb. 326 lbs 420 Ins 66016. OPENING,WHEN IT IS LOWER OF THE ELECTEN 4 And-@ 2.60"blin.O.C,I Standard Clip(Fig.3): 7401M 74016. 630@. 1485@s 1424 ft WA 560 lb. WA 695 lbs WA 880lb. WA 652 fb. 840 lb. 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchas @ 1.71'Min.O.C,1 Standard Clip(Fig,4): 88516. 060 768 fbs I948 lbs WA WA 70516. WA 799 @s WA WA ITA 97816. 126010.. 168016. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchae @ 3•Mtn.O.C./(2)215 Angle dips(Fig.5): 78016. 7 bs 080 ms IWO ft 1893lb, 6101ba 5801M WA 11011, 9381M 880 R. 2364 lb. 65216. BIO lb. f 120Iba CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors @ r Min.O.C.1(2)2c6 Ante Clip.(Fig.6): 11701b. 117016. 10201b. 2340 lb. 2844 Ns 810 Ds Wins WA 11401b. 140416. 1320 lb. 3546 rbs 978 lbs ueo Ibs 166016. ADDITIONAL ANCHOR OPTIONS FROM THE 3 And-@ UV IVI n.O.C.l UGI,Into 1/8•Alom.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 0741 ANCHOR CAPACITY TABLE. p rRODUCf REV IS. 6Anehas @ 0.640 Mh O.C./U-Clip,Into 1IV Alum,(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 214 Ib9 wntplying with the FloriJ. 2 Anchors@ 2.68'Min.O.C.1 F-dlp(FIg.9): 11 lbs 370165 31516. 7431M 71216. WA 28076. WA 3481bs WA 440lbs WA 326 His 420 Ns 5801bs °0d�g cell` 3' Sro� 3 Mchas @ 1.71"W..O.C.I F-Cip(Flg.10): 3901be 390 lbs 340 The 780 fin 1 948169 1 2701bs 280 lbs WA 3801W 48816. 44016. 118216a 32616. 42016. 66010. 1cwp1[utw No (opD �1(v CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: Product Contro TABLE NOTES: 2.000' 1111111117/IA 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. `\'��ON•CENS•'/`�F/� FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '•, • • • • _ 4.000' = No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.HOLES TO BE DRILLEDIN .250' THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE /.11TAE 7t • • LOCATIONS. �O:NOr' <(/ FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �'��'•.FCORIOP.•'�j�=` I[] : CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. •••••" `\ (FIGURES 6&6 (CMU) s 4 � • MUST BE USED ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICI<(18 2•X 4'X.25•MULLION 7/ �N/��. 131 i as IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MII-�.IER,P.E. THREADS BEYOND THE MATERIAL. FL P.E.N 58705 TABLE 10A Mullion Capacity Table Ibsllt7 ® >5 Opening Width(for vedlcaty-sparring m ikons)or Opening Height(for horizontalyspamirg mutions) ^� 501n 001. 70 In 80 In gain 1001n 12D In 14 In 1601n LL Reclengdar Tre de Reclan lar lIm d O pR ng. gu p!1 an& Rectangular Trep/Tdeng. ReclangUar TreplTrlang. Reclan0uiar TrapRdanO. Rectangular TrapRda9rg. ReetaWular TraplTdalp. RectanBdar TrepRden& Rectangular TreplTdenB. �jdo 2%8%.25 Inadm9 Loafing Loafing Loafing lnadrig Loafing Lvadng Loading Loafing Loedrrg LoadnB loafing Loafing loadrrg LoadnO Laadng Lvedn9 loafing S�Qz Alum.Tuba a x x F a F .�• p a a z> r r x a x p P x p x n p 2> x p Mullion •Fa a a.. c `� a .. g- �p.. .. a q.. a .. a a.. A a �.. d a.'e Q� ax 159 a� � >:� gQ� a$ _� a� h 'I& z U) 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 668 170.0 608 170.0 092 170.0 519 170.0 1118 170.0 621 170.0 t240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170,0 1883 170.0 521 0 w 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 88g 170.0 1700 170.0 680 170.0 1983 170.0 060 170.0 2267 170.0 680 j 50.625 In 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 766 � S LL 54 In 170.0 787 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170,0 SW 170.0 1913 170.0 801 170.0 2231 170.0 861 170.0 25M 170.0 Set o d 601. 170.0 885 170.0 701 110.0 1083 170.0 787 170.0 1210170.0 876 170.0 1417 170.0 946 170.0 1594 170.0 986 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1083 170.0 2833 170.0 1083 4MO U 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 IDIS 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 U W ; 66 In 170.0 074 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1062 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1288 Z p�' U C 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170,0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1486 17D.0 2875 170.0 1520 170.0 3400 170.0 1530 W 'J 761n 170.0 1122 170.0 937 170.0 1346 170.0 1030 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 j a 13§ tt� a to m N 78in 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3713 170.0 1777 170.0 3683 170.0 1790 L- ..J r CQ 901. 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2858 170.0 1918 170.0 3168 170.0 2125 150.0 3413 170.0 2273 136.5 3413 170.0 2381 Z j Q N Z 98 In 170.0 1417 170.0 1232 170.0 170D 170.0 1434 170.0 1953 170.0 1622 170.0 2267 170.0 1784 170.0 2550 170.0 1952 170.0 2833 170.0 2085 160.0 3199 170.0 2336 137.1 3109 166.6 2470 120.0 3199 156.1 2428 I--' t9 0 r6�r0 1081n 170.0 1591 170.0 1109 170.0 1913 170.0 1617 170.0 2231 170.0 1810 170.0 2550 170.0 2078 104.8 2761 170.0 7171 148.3 2781 161.8 2333 123.6 2781 110.4 7281 105.9 2781 125.8 2234 92.7 2781 118.0 2190 N o III to 170.0 1838 170.0 1454 170.0 1968 170.0 1700 170.0 2293 170.0 1832 170.0 2821 170.0 2149 15t.8 28.12 102.3 2245 138.8 2832 148.4 2218 113.6 2632 128.4 2166 97.0 2832 115.7W212685.4 2832 100.3 2098N120In 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.0 IB91 135.1 2252 141.1 IAB/ 120.1 2252 127.2 1038 108.1 2252 118.1 1915 00.1 2252 998 1872 77.2 2252 88A67.6 2252 81.4 1808 H X1441. 125.1 1564 126.0 1445 104.3 1566 108.1 1425 89.4 1564 01.5 1407 78.2 1564 80.7 1390 89.5 1584 723 1373 62.0 1564 85.7 1358 52.1 1584 58.0 1330 44.7 1584 49.23D.f 1564 44.4 1283 Q-.N Q U Q z TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: 90 Q Anchor Capacity Table(lbs) (DP..) ANCHOR CAP.,,,,,, 6u0otreto: 271eCorx;relo 3.5%Cone. dkwCMU Filled CMU PT Wow Melal ( CAP.:,_)=ANCHOR MULLION CAP.,,,,,,,, "Flo, Elw 114'6S Eko 5116'Elco 1/4'SS Elco 910steel 612Sted 612 Steel USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip P8lliams AnchorType: 3I16'EI<o U6rawn 1/4'Elw USraem Ullracm 3n16'EICO UIIracon 1/0"FICO lnbacon AggreGator UOracm AggreGotor 6crer/(GS)Sarcw(G5) Scrm(G5) Edge Dslanw(int 1' 2-1rr r 2-trr 3.1/6• 1' 2-ta' 1' 2-1/7 2' 3-1/B' 7 0.46' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in): 1.3/4' 1314' 1.314^ 1314' 2' 1.114' 1.114" 1-1/4" 1-1/4' 1-1/4' 1-114' 2' 13/8' 1.319' (a.not. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm Q 4.75'Min O.C.l Standard Clip(Fig.1 a2): 390 lbs 3901b0 450[be &-0 las 1644lbs 270Ibs 2801bs 3S410s 740lbs 4681bs 664 it. 119210s 32s tba 426 17' 6601ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 4.69•Min.O.O./file d.1d Clip(Fig.3) 780lbe 760 lb. 900 It's 1760 lbs 3064 lbs 540 lbs 660lbs 7081bs 1480 Im 93816s 110410s 2384 lbe 652 Res 040 P. 1120 lbs. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchma®1.71"Min O.C./Steward CIIp(Fig.41 1I180lbs 1400 lbs 1010 lbs 25951Ds WA WA 940 lbs WA 1066 r. WA WA WA 1304 IW 1680 use 22401ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchma @ T Min O.C./(2)2t5Anglo Clips(Fig.51 780 @s 760109 SBO lbs 16601be 1696lb. 64016s 660 ibs WA 760lbo 936 lbs 8801be 2364109 652 MS 84D lbs 11201ha CAPACITY WHICH MAY BE USED TO QUALIFY O Amhma @ 3'Min.O.C./(2)2x5 Angle Clips(Fig.67 1560100 1560 lbs 13GOIM 3120 lee 37921be 1080100 11201W WA 1520 Its 187210e 1760[be 4728lbo 1304]be 1680 Ito 040lbo ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors @ 1.6"Min.O.C.1(2)295 Angie Caps(Fig.7) IWO lbs 2100 Rs 1440 lbs 3780[be WA WA 13M[be WA 16001. WA WA WA 1950 Ib. F535-lbs 336010.3 ANCHOR CAPACITY TABLE. as wmplyingwith WaFlorida 4 Ambers 01.34'Min O.C./ULOp,Into 1/B'Alum.(Fig.e) WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143210.3 EuOdlug OD&13�� �•. 0 Awt s®0.64'AIN.O.C./UClip,Into O9'Alum-(Fig.9) WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2864 lbs 1-2.000'-^I ncwplenw 2 Amhos @ 4.68"Min O.C./F-Gip(Fig.701 3901w 39010.3 45011.3 e90 lb, 15321ls 770101 2801M 35916s 740100 468 no 6621bs 118210.3 32616s 42016s 660180 I?xpjrel n ate 4 Anchors 01.71"Min O.C,/F-Clip(Fig.11): 590 lbs 7001bc 5051b0 12881bs WA WA 470 lbs WA 533160 WA WA WA 652 lbs 6401bs 1120 its TABLE NOTES: Mian11 Dade Product Conlon FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE to: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `1111 1 t 11111", , LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �` O • • •. • !F 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1,10ENSF'••,"!' / • • • 6.00 V •'.7cc No.56705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS • • • • • • • • 16.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - FIGURE 6: FIGURE 6: FIGURE 7: SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -O l O ,S�� ANGLE STATE • • • • • • • • CLIP •'`l�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED : ,� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED i,�s'•F<ORIOp:•'•�j� • • • • ' • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125'MUSTBE ,S/ ••• �� • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO //, NAL 1111`` PAIRS. BE AT LEAST.12W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 8'X.2b' A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL MULLION FL P.E.#58705 TABLE 11A m IIQ Mullion Capacity Table Ibaffe) 'xx\ Opening Width(for vaNcaily-spanning mullions)or Opening Height(for horizontally-spanning mullions) 601n 601n 701. 80 In 90 In 100 N 120 in 1401n 160 in O Rect.NW« Tra7VT6110 Reclen9Nar TMP/Tdarg Reclengular Traprfdang. Reelangular Treprfdarg. RectorguIw Trap?dan9. Redangdar TIMPRAOrg. Rectangular Trap'Td2M. Reetanguhr T.PTdarg Reol.ngular T.p/Tdang. 1.26"It 2.11" Loading L.9 Loaorg Loaning Loading Loodrg Loading Loading Loading Loadbg Loading Loading Loading Loafing Leedina Loafing Inadirg Loading cY W x.126"Alum r: .§' ',. € .. '.. �' .F r .� ?•� .F 2: .,u k Tube Mull off¢ 25 121 421n 144.2 626 167.0 428 120.2 526 14&9 419 1030 626 138.9 414 90.1 526 134.8 411 80.1 528 134.1 411 721 626 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 628 134.1 411 Q W cc 481n 08.6 126853A 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 63.7 403 79.1 315 4&3 403 78.6 314 40.3 403 78.6 314 34.6 403 7&6 314 30.2 403 76.6 314 J � 60.62b in 823 301 86.8 362 79.3 294 5&8 382 71.9 289 51.5 362 87.2 286 45.7 362 64.6 284 41.2 362 83.6 163 34.3 362 83.5 283 29.4 362 63.6 263 25.7 362 83.5 283 o LL 541n 87.8 �7 58.5 318 642 261 4&5 318 57.7 256 424 318 53.5 253 37.7 318 60.8 250 3&9 318 49.5 249 28.3 318 49.7 248 24.2 318 49.1 248 21.2 318 49.1 2411 m Q D. c 6D In 49.6 219 41.2 268 45.7 214 35.3 258 40.7 210 3&9 258 37.2 207 27.6 258 34.9 204 247 258 33.4 203 20.0 258 371.2 201 17,7 258 32.2 201 15.6 258 32.2 201 L)I..631n 427 200 35.6 234 39.1 195 30.5 234 34.7 192 2&7 234 31.6 189 23.7 234 29.4 185 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 26.6 183 13.4 234 28.5 183 111 0661n 37.2 183 31.0 213 337 179 28.5 21J 29.8 178 23.2 213 27.0 173 20.8 213 25.1 170 1&8 213 23.7 169 16.6 213 22.2 1B7 13.3 213 220 168 11.6 213 220 168 Z NPE 2&8155 23.9 179 25.6 152 20.4 119 22.6 149 17.9 179 20.3 147 i&9 179 16.7 745 2 -1 24.3 161 2&4 140 20.3 181 21.6 137 17A 161 19.0 136 15.2 161 17.0 133 J (L' in 226 152 23.5 133 18.8 152 19.9 131 1&1 152 17.5 128 ¢ M TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z N �l Anchor Capacity Table(lbs) ANCHOR CAP.,m,,,,,,• H x t; SubMW.: 2.7k Conerota 3.5k Cone. HdbvCMU rLed CMU PTWood Motel (DPro)X l ANCHOR CAP.,.,, J0 MULLION CAP.,,,,,,, 1n 5116•Elco 1114-SS Eteo 5116-Elea1114'83 ElwG.I. x-05 11261 eri 012 ste<I USE THIS FORMULA TO OBTAIN THE'ANCHOR W fV _ _ Anchor type: 3116'Elco Utrecon 1/4'Efto Utre<on 3118•Elco Ullracon iM'Elco U9a<on Anchor Clip Patterns Utracm A9geGet« lg0eeon AggreGet« s«ew(G5)scrmv(GS) scrmv(G5) CAPACITY REQUIRED•CORRESPONDING TO AN X Y Edge d4lance(in): 1' 2-1n' 1• 2•tn• 3-1/6• r zan' r 2-vz• z• 3.116• 2• O.A9• 0.6{• o.n4• eq W U) Embedment gn): 1314' 1-314• 13I{' t3/{' 7 1-1l4' 1-Ip' 1-1/{' 1-1/{' 1-174• 1-114' 2• 1;118• 1378' (,es note 4) ACTUAL PRESSURE REQUIREMENT FOR THE U N Q g' OPENING,WHEN IT IS LOWER THAN THE MULLION O 4Anchorc(�3•k9n.O.C./(2)2K5 Ange up.tFig.1): 7801bs Ig 1w 68016s 15601Ds 18961ba 5401M S601as WA 76010s 9361be 8801bs 23611bs 8521bs S/OIDa 14321E Q..� Z CAPACITY(FROM THE TABLE)OF THE SELECTED O_ MULLION.IT WILL YIELD A MINIMUM ANCHOR � a � CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCTREVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. [-1.266--1 M cdmplyillg 17ilb the Florida Buitd(ng Code^]_ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Accv innco No.LJ S.OS FIGURE I: LxpJr6'nQatoo 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. F I*- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.116• A11en11 DarioP7o FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \I\\l9S� I�17j1 ANGLE CLIP MUST BE USED IN PAIRS. I •125" �� VNN �i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L � ..••••••. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED r 1� \,\CENSE•'•.Fop YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• I ' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.126'MULLION No.58705 ' LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) - ; THE MATERIAL. - - STAE ' ��O��S'•F(OR1OP.•�`C'= S/0NA1 \,•``• A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 12A ; ® �RIa7 Mulllon Capaolty Table(lb9/ft2) yx Opening WOdlb(forverticelyspaMrg mUliors)orOponing Height(forhorizonlaly-sparring mUlions) ��gcr 60 In 501n 70 In 601n 901n 100 in 120In 14 In min I � o Reotan er 7re Tderg, Retia IN g+i p rguler TraATdeng. Rectangular TrapRdang. Rectanguar TrapRdarg. Rectangular Trep7Tdang. Rectangular Trep'Tdarg. Ratangular Tragrdang. Reclarqufar Trap7Tdarg. ReGang4ar Traplldang. 0 Oak 3.26"30 Loading Loafing Loafing Loading Lcaft Loadrg Loadng Loading Loading Loadng Loading Loading t.oaft Loafing Loadng Loafing - Loafing Loading gi 0 DEG.AL �. r .,u r .F F r y .. F P .F F r ?• .• p x .� 21 x 21 x n r x •u '�.. x a p x A A.. A.� a.. a A a.. a^. a ns.. a n.. a v.. 4 BAYMULL g a a$ m Ag a s a9 a a ^ m2 A a �aB a a� a � a� x a g �� a 3 3E a c7$ 3 3� 3& a a$ 8 a B a- 8 3- a 6& a a t3 � Q s s a• s s� s s s s� s� a s� s. e s a s s s e a 421n 170.0 620 110.0 435 [170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 I70A 17-35 7]0.0 521 119.1 1710 170.0 621 48In 170.0 703 170.0 524 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.1) 677 170.0 1417 170.0 690 152.2 1522 170.0 660 1305 1522 170.0 850 114.2 1571 170.0 680 � , LL 50.625 in 170,0 747 170.0 563 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 766 136.9 1443 170.0 756 117.3 1443 170.0 768 1026 1443 170.0 766 W o m a 541n 170.0 797 170.0 812 958 170.0 691 170.0 1116 170.0 754 170.0 1275 t70.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 13M 170.0 867 103.1 1353 170.0 861 90.2 1353 170.0 961 � 601n 170.0 865 170.0 701 1063 170.0 707 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 tt6.9 1218 152.1 924 97.4 1218 148.1 9t3 83.6 1218 146.1 013 73.1 1218 146.1 913 V D 631n 170.0 930 178.0 745 1116 170.0 850 150.2 1150 168.8 933 131A 1150 153.0 944 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 1261 870 85.7 1150 126.2 870 aLU 661. 170.0 971 170.0 789 . 1048 165.8 881 130.6 1048 146.6 664 114.3 1048 133.1 650 101.6 1048 123.4 839 91.4 1046 116.6 830 78.2 1048 109.4 021 658 1048 108.2 818 57.1 1046 108.2 818 ? 7 c 721n 140.8 880 147.9 764 117A 1180 128.0 '748 100.6 880 110.8 734 88.0 880 100.0 722 76.2 660 92.0 712 70.4 880 98.2 703 58.7 880 79.2 693 50.3 880 7&5 686 44.0 8S0 76A 688 J a To In 118.7 790 125.1 690 99.6 790 106.4 876 85.5 780 97.3 663 74.8 780 BJ.9 652 66.5 190 76.9 643 59.9 790 71.7 635 499 790 65.1 624 42.8 700 621 619 37.4 790 61.5 617 M 3 F } r 76 In 110.6 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 81.5 760 70.6 612 65.4 760 65.7 605 462 750 69.4 594 39.6 750 56.2 588 34.6 750 55.6 586 Zz Q Q N 901n 72.1 563 74A 500 60.1 563 62.9 491 51.5 563 64.0 463 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 W3 36.2 452 25.8 503 33.3 445 22.6 650 31.8 442 Q m Z � 000 961n 69.4 495 61.1 443 49.5 495 61.5 435 42.4 465 44.8 427 37.1 495 39.9 421 33.0 485 36.1 416 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.6 391 18.8 495 25.0 390 w 1691. 41.7 391 42.6 353 34.8 391 35.9 340 29.8 391 31.1 342 2&1 391 21.6 337 23.2 391 24.9 313 20.8 391 22.8 328 17A 391 19.7 321 14.9 391 17.8 316 111 in 38.4 370 392 335 32.0 370[28.0 3.0 770 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.6 316 19.2 310 20.9 312 78.0 370 18.1 305 0 fn (13 1201n 30.4 317 309 289 25.3 317 264 21.7 317 22.5 280 19.0 3f7 19.9 278 18.9 JIT 17.9 273 1441n 17.6 220 178 203 4. Z mO`N TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: '� a�� Anchor Capeolty Table(Ibs) (DP_)X l ANCHOR CAP., ,,...)=ANCHOR CAP.- 'LL 2.7k Concrete 3.Sk Cone. Hdlmv CMU Filled CMU PTWood Metal MULLION CAP.,,a,,,,,, lJl6'Elco 114'65 Elco 6116'Elco 174'SS Elco 910 Sted 912 Sleet 012 Steel Anchor CG Pattenls MetarType: 3116'Eleo L4Veeon tll'Elco Ulrecon lnIacan 3118'EIco UlVaean 116'EIco UVecon AggoGstor Macon Aggra for Screw(G5)Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR P CAPACITY REQUIRED`CORRESPONDING TO AN Edge Distance(in): 1' 2.12' j780 2.112' 3.716' f' 2.11'2' t' 2-112' 2' 3118' 2' 0.48• 0.54' 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(in): 1-14' 1-IP 41 1-14' 2' 1-1141 1-114' 1.114' 1.116' 1414' 1-IIP 2' 138- 1-378' (see nota 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors Q6'Min.O.C.1(2)2%6Angle C6ps(Fig.1): 39D Ibs 390 Ice 1bs 890 Ibs 1700 ros 2701bs 280Ibs 354 Ibs 74Dros 4681bs 720 Ibs 1182lbs 3261b5 420lbs 560 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andms Q 3.5'?Nn.O.C.1(2)2r6 Angle Crips(Fig.2): 78D Ibs 780 Ibs 1bs 1610Ibs 26261bs 6401bs 560 roc WA t 120lbs 936 Fes 880IbS 23641bs 1i521bs 84010s 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 Mchors @ 2.71'Min.O.C.1(2)216 Angle Clips(Fig.3): 1120Ib3 1120 W Ibs 2245 ro3 2254 Ibs WA 810 roc WA 1059144 WA 13201b3 WA 8781bs 1260 @s 168016s CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE Ph0)7UCTREVISfiD, FIGURE 1: ANCHOR CAPACITY TABLE. Os con+plying 3+1d+thc plorido TABLE NOTES: Building Code 3 _ AcceplanOo No �* Ono • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mlnbil D6doProduG 4:A1riw1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 17L1111 11 f llll 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. '125' `����p .•••••••.!?-jAll�i�i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 30' P��.•' OCENSF •• .fu FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250' >4 No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = "LMOP YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ',• `THICK.STEELSTUDSTOBE AMINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY O S !(I` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ' F • • THE MATERIAL. i��`SS.,�ORID?..•�C ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ZONAL.l, 1� 7�0 A.LYNN MILLER,P.E. FL P.E.N 58705 TABLE13A Mullion Capacity Table IbutW ® fix 'Ft Opening Width(for vanically-spanningm10Ions)orOpanlnBHeight(for horimMallyspamrgmUOons) 50 in 601. 70 in 801. 90 In 100N 120 in 1401n too In LLO R.1mgoler hepRdeng. Retlan9Ner Treplfdarg. Ralmguler TrapTdanq. Reclangldar Teplidang. Rwleneular TrepRdmg. Rectangular TraplTdang. Rwlengular hap✓Tdang. Reclargdar Trap/T4anq. Retimgular TraplTdang. a:et F 3.2&'46 Loading Loadng Lwdng Load.g Loading Lwdng Loadng Loading Loading Loading Lwdng Loadng Londng Loafing Lwdnq Loadng Loading Loadng o� z DEG.AL .. n .. 8� -- a Aa.. Ed �' u,. �0 .. h.-. •� ,. 0.. '.. .. 19AYMULL a a a as a as a a a a� a a� a a� a a a a� a a> a �� a au a a a a� a a� a a CNI N It da �g tj - I g1 5 Eo �o f� d f� dna ZO wax U 421n 170.0 620 170.0 435 170.0 744 170.01 476 170.0 WS 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 J 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 Volt 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 660 140.3 1637 170.0 680 122.8 1637 170.0 660 50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.01684 170.0 1195 170.0 721 170.0 1345 170.0 747 170.0 1484 170.0 756 147.1 1552 170.0 758 126.1 1552 170.0 758 110.4 1552 170.0 756 W o o LL 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 858 129.3 1455 170.0 861 110.8 1455 170.0 801 97.0 1455 170.0 681 m M d 60 N 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 69.8 1309 157.1 082 78.6 1309 157.1 982 (_-. 50 t U 03 In 170.0 930 170.0 745 110.0 1110 170.0 650 162.8 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 1526 065 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.7 935 71.3 1247 135.7 035 ? d LU W 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 965 120.0 1180 147.8 945 115A 1190 138.5 928 103.9 1190 128.4 914 80.6 1190 119.5 898 74.2 1100 118.1 693 84.0 1190 118.1 893 {U C 721. 181.8 1010 189.6 817 174.7 1010 144.6 859 115.4 1010 1272 812 101.0 1010 174.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3[74*....7 785 57.7 IOIO 87.8 790 50.5 1010 87.7 789 j ?e , .per 761. 137.4 908 143.8 792 114.5 908 122.0 775 941 906 707.1 781 46.9 806 96.2 749 78.3 908 88.2 738 88.7 806 82.3 728 57.3 TIB 49.1 906 71.2 710 42.9 906 70.8 7(16 J 6 Q M 781. 127.1 861 132.5 759 105.9 861 112.5 738 90.8 881 98.6 RS 79.4 661 88.5 717 70.8 881 81.0 703 61.8 881 75.4 894 53.0 681 45.4 881 81.6 675 39.7 861 83.7 672 (--- } `"" zz Z N i� OO in 82.7 846 85.4 574 68.9 646 72.1 584 59.1 BIS 82.0 651 51.7 818 56.1 545 16.0 848 50.9 537 41.4 898 47.0 530 39.5 519 29.5 8{6 311.2 511 25.9 840 38.5 507 � DO Z96 in 642 568 70.1 508 56.8 We 59.1 499 48.7 668 51.4 491 42.6 568 45.8 483 37.0 568 CA 476 341 568 38.1 470 28.4 459 24.3 588 3D.5 452 21.3 568 28.7 447 4 j Ws0 g0 1081. 47.9 449 46.9 405 39.9 449 41.2 3994935.7 393 29.9 449 31.7 387 28.0 449 28.6 382 23.9 449 20.1 371 20.0 368 17.1 449 20.4 381 15.0 449 18.9 358 W w111 h 44.1 !25 15.0 365 38.8 425 37.8 379 31.5 425 328 373 27.8 426 28.1 387 21.5 425 26.2 362 22.1 426 24.0 358 18.4 350 15.8 426 18.8 313 d' Q 1201n 34.9 364 35.5 331 29.1 384 29.8 328 24.8 364 25.8 321 21.8 364 22.8 317 18.4 364 20.5 313 17.5 364 147 309 144 fn 20.2 253 20.4 233 16.8 253 17.1 230 a ggg� Z w 0) TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: €� � Anchor Capacity Table(lbs) ANCHOR CAP.,o,_ $ o SubeDale: 2.7kConcrela &6k Cone. HodwCh1U FoledCMU PTWwd Afetal (DP_)) ( )=ANCHORCAP.- MULLION CAP.,,,,,,,,, 'I""' 114'SS EIw 6116•Elco 114'SS Elco 1110 Steel 1112 Steel 1112 6tee1 Anchor Type: 3110 Elm Utretw 114'Elco Utracm 3n6•Elm ultretan 1!4'Elm UUaton USE THIS FORMULA TO OBTAIN THE"ANCHOR AnlchorC6pPaflems Ugacm AggreOalor UDacm AggreGalor Screw(GS)Screw(GS)""Cr) CAPACITY REQUIRED-CORRESPONDING TbAN Edge Distance(in): 1' 2-12• 1' 2-112' &118' 1• 2-12• I' 2112• 2• 3.118' 2• 0.48' 0.64• 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE Embedatmi(In): fall• fald' talo 14lP 2• 1.1/4' 1414' 1.114• 1.1/4' 1-114• 1-1/4' 2- I-ww 1418' (seewle4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors @ 5•Min.O.C.1(2)2x6 Angle c8ps(Fig.1): 3901bs 390 ros 450 lies 890105 17001bs 270 ros 280 ms 354 IDs 7d01Da 466103 120103 11B216s 326103 120 lbs 660 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 41Anchora®3.5•Min.O.C.1(2)2x5Angfa Ceps(Fig.2): 7801bs 76olbs 790 lbs 1670 lbs 25251bs 640 lbs 680lbs WA 1120lbs 930lbs 8801bs 23641bs 6521bs 840 ros 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR B Anchors x2.71•Min.O.C.112126Mgle Clips(Fig.3): 1120103 11201bs 958 Ibs 2248 lbs 2254103 WA $40 lbs WA 10591W WA 1320Ib3 WA 978lbs I 1260lbs 168-IDs CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -RODUCT RBVISLD FIGURE 1• TABLE NOTES: :s complying with Ill.Flartda luildin-Co cepITI No n dda .,f 10 c• c6 \cVO OJ�6 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ,toat SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ` lantl DabFioduct ConlraI FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 t 1111fj! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. �� pN'�,LYNN......,47411, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMIM ENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. .126' 45' ` aa'��•''�yOENSF•'•�F� i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q*,•'' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' *r No.58705 ' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAYMULLION �O�•• STATE O k • • THE MATERIAL. FCORIDP.•'G\?� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. NAL�" A.LYNtLI WLOR,P.E. FL P.E.#58705 N1.00D'�I f�1.260'--1 a B„ --1 1.000' 1.000' te --j 1.000' --+ 1.000' (-- rr .125' a317'1 5' �k 2.750' 2.750' .125' 3.125' •1�" 3.188' w .125' a.37116 25' _ --,125' 2.001)" 2.000' 2.116' N 265' 125' L 1 -00 . Zto.125' 0" 5 ' O T r .900" D 1'X2'X.125'MULLION 1'X2'X.375'MULLION 1"X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION 1"X 3.125'X.5'MULLION 126'X 3.188'X285 MULLION 1.26'X 2.11'X.125'MULLION Q d'o LL 6003-T6 ALUM. 8063.76 ALUM. 6063-T6 ALUM 8083.76 ALUM. 6063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. XSECTION X-SECTION XSECTION XSECTION XSECTION XSECTION XSECTION W O o D, O 10 U - '•II--.125' � N W TABLE A Z w£ U) 1' 8�TANDARD CLIP I 2X5 ANGLE CLIP S $ •.5 .78 ALUM. 6063.76 ALUM. Dlmenslon Value(in) For Mullion: 7 0W 2.000ECTION I 2.125' X-SECTION U-CLIP 2.000" A 1.625 1'X2"X.126' Q � .125' I 60X-3 CTION I 83-T6 ALUM. .125 B 2.654 Aluminum V Q rn L C 0.895 Tube Mullion Q Z Z .0 n 126'r Q D 0.740 N Z to go A 1.125 1"X2"X.376' W O 6.600' B 2.404 Aluminum of tYi) 3.125' CUT HERE TO .375' 6.000' C 0.635 Tube Mullion .375' _CREATE F-CLIP.SEE MIN. gg� O O MIN. r DETAIL F.SHEET ,338'MIN. .375'MW. A O 876 Q Z r- r-------� U-CLIP B 3.000 1"X2.76""X � I I I I I A A I 6063-T8 ALUM. A H------- L_ _____J L_______J USED FORALLI'X2"AND - ------------------- 2X5 ANGLE CLIP C 0.757 .375 Aluminum T X 2.76'MULLIONS 6063.76 ALUM. D 1.118 Tube Mullion _ SHEETS 5-8 TOMNEW STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .460 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE 1"X 2.75'X ZC-T'ER OF ANCHOR HOLE MUST DE TOPVIEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1'312 HN THE DASHED BOUNDARY.SEE _ .338'MIN. HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .650° SHEETS 5-17 FOR THE ANCHOR O.C. I U-CUP C 0.476 Aluminum DISTANCE MAXIMUM ANCHOR HOLE 6083-T6 ALUM. Tube Mullion DIAMETER:ANCHOR DIAMETER+1116'. A I 1'X 3.125'X.500• TABLEB D 0.836 MULL ONLY.SHEET 0 1 RODUCTRGVISBD TOPMEW PGT Part# A 2.600 11X3.125"X ;mmd in xltbt6vl'lorida 5.500" -{ .375' Mull Dimension(sheet B 2.837 t Y a Mullion Std.Clip OttsetCllp U-Cllp Angle Clip .500"Alum :uitdlnBCvdv 13_D8�1DJ.' .375' MIN. C 0.863 Tube Mull :;Iwlw1g0- 1 MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1 137 xpireU nJ)vu r---- -------I------------- .338'MIN. 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 )' I I 1.25'X3.188' �9amlDadvP+odoctCOMM U-CLIP 1"X2.7&'X.3761(7) 66607 666115M 6661120M 666245M 666513M B 3.262 III 11 1 1/ X.285'Alum B 6063,46ALUM. 1"X2.75"X.850"(8) 66608 666116M 6661121M 666246M 666514M C 0'882 Tube Mull `�� Or1 •„•• 4jj� 1.762 ` ,'��.•' i I j j I MULL ONLY,SHEET 12 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M ` %)CEN A SE'••.F.p I I I TOPVIEW 1.28"X2.11'X l •,•- I I I I I 1.25"X3.1815"X.265'(12) 66UIM 6WI117M M1113M 666241M 666516M A 1.813 .121'Alum No.58705 -_ 1.26"X2.11"X.125"(15) 69370 WA WA NIA888517M Tube Mull = 1 C OFFSET CLIP NOTES: JA•:� r D (SI�� 125• 6063.78 ALUM. STATE OF 4/1 I TOPVIEW CENTER OF ANCHOR HOLE MUST LIE 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. :��•'•.............<WRIDP.•'•-N .740'4-+-1 WITHIN THE DASHED BOUNDARY.SEE i�SS �G SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE 2)SEE SHEETS 6-17 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. NAL /i/ �I ltt� DIAMETER ANCHOR DIAMETER+1116•. A.LYNN MILK P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#68705 -1 1.000` f 1.00v 1.062•-1 � 740•r .063' .385' .082• I '('((-�5' 082' I a tt LL .438;a2 I Ido 0 4.000` .126' o ao 4.000' 4.000' 2.625' 2.000' I 2.125• 2.000' o� Z O .125' d .125' .125' I .125' I .125' Q .031' r z w L Q) J Z 1 STANDARD CLIP .125" U-CLIP 2X6 ANGLE CLIP .125 - - 6063-T6 ALUM. 8083-TB ALUM. 8083-T6 ALUM. J .375''155' .375' XSECTION XSECTION XSECTION 7 L (� DO m LL 1'X4'X.125' 1'X4'X.375' -T VX 4"X.375' -T LU O� n MULLION MULLION 'T'-MULLION b.600' 5.000' j Z m J 6063-T6 ALUM. 6063-T6 ALUM. 6083-TB ALUM. 3 126• CUT HERE TO 375, .375• .375' y_CREATE F-CDP,SEE MIN. X-SECTION XSECTION XSECTION MIN. I U) DETAIL F,SHEET4 Z W .375• Z W£ m U)2.661' i ; I i_--___-i CENTER OFr--------------------- .375' LnW CWIIIII I ---- Z1JiUJL - �-o-� �s O'QMANCHOR HOLE MIN. Q- "".2, MUSLIE WITHIN THE DASHED Q ._ iiizz BOUNDARY.SEE Q O ZoSHEETS6-17 FOR 2.875' - 1 THEANCHORO.07________ Z .125' DISTANCE IU)MAXIMUM rn ANCHORHOLE W DIAMETER: 50' ANCHOR * 8' F i_ ------------30'BAYMULUDIAMETER1/1 Z 6063-TBALUm02X6 ANGLE CUP XSECTION 6063-T6 ALUM. STANDARD CLIP U-CLIP TOPVIEW ENTEROFANCHOR HOLE MUST LIE 6083-TB ALUM. 6063-T6 ALUM. /.E..-R OF ANCHOR HOLE MUST LIE 228•J IT DASHED BOUNDARY.SEE TOPVIEW USED FOR ALL V .THE DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE ANCHOR O.C. X4'MULUONS. SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE SHEETS 10&11 DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER*1/18. TOPVIEW DIAMETER:ANCHOR DIAMETER♦1/16'. 3.469' 1.877' .125' TABLE C 6.600` ^{ Dimension Value(In) For Mullion: .376' I .375' MIN. F 3.887 1"xa"x.12b" ----- G 1.000 Aluminum Tube PRODUCT REVISED coro-- I Mullion Building do�ththcF7lTo�rTidRa _I' t I I t I H 2.680 B .125' 45- 1 I I I cce Isnco No I i I F 3.187 1"X4"X.375" / prm Dal- 1 2.250• 1 3.000` G 0.757 Aluminum Tube& I 1 I I Dy •1 46'BAY MULLION 3.250' I I I I "T'Mulilon 6083-TB ALUM. I I I H I H 2.430 'Aiaml Vade Product Control` %SECTION I I i I i i F 2.813 30'Bay Mull \`j11111111////// 1 L------ I ---- F 2.875 46'Bay Mull TABLED a ,ICENS r .226•- --.981•�� G Q'.:OFFSET CLIP Mull Dimension PGT Part# •' .'.X No.58705 126' I 6063-T6ALUM. (sheet#) Mullion Std.Clip OffsetCllp U-Cllp Anglo Clip - - _ TOPVIEW _ - �• NOTES: '740 1"X4"X.125'(10) 69364 666111M 6661122M 666241M 666518M "U '•.. O 151 3 �� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 11 X4'X.375'(11) 66610 668112M 6861123M 688242M 666519M O STA E O ((/� 1"X4"X.375"T°(11) 86653 666112M 6661123M 686242M 666519MLORION G 2)SEE SHEETS 5.17 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(16) 66849 NIA WA WA 6865110M ',"0NA)- r rr1111111 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(17) 66650 WA NIA WA 6665111M A.LYNN MILLER,P.E. FL P.E.#58705 TABLE E ®In n I Mull Dimension PGT Pert# 4 rE r p (sheet#) Mullion Std.Clip U-Clip Anglo Clip I "�f- •125' •126' -{N 125• j� � 2'X4"X.25"(13) 66602 666261M 666271M 6665112M ag C STANDARD CLIP U•CLIPLX-SECTION 5 ANGLE CLIP o as w 2-X6"X.25"(14) 66604 666262M 666272M 6665113M I 6083•TBALUM. 8083 TB ALUM. 63 TB ALUM. s2 Z O 2.000' X-SECTION 2.125" XSECTION 2.000' NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 '125' ILj'j' '125' '126'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L coco N2)SEE SHEETS 6-17 FOR SUGGESTED,APPROXIMATE I--1.480'---I O w HOLE LOCATIONS. 1 490• .JJ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' S O iL CUT HERE TO 5.000" 375' LU to C) D. 3.500' CREATE F-CLIP, m 2.000' .375' _ .375' MIN. ZO ay -1 SEE DETAIL F. .376' MIN. r SHEET4 MIN. O Z W r-------- ---------------I -- -- T O W o �• fn ------------ 1 gg COL_o N 4.000" I I I I Q ...1 �� -1-- --- --1- 3.438' @ '+ 3.438" --------I F- U Q rn In .2b0' 2'X 4'X.25' I I U) I I O fV MULLION I I I 3.438' I I Z..Z m 8083-T6 ALUM. I I I Xn s Md g X-SECTION I I t I .375' N Z�i o0 d0 L __ L MIN. W O �- STANDARD CLIP 2X6 ANGLE CLIP C) Q O O U-CLIP,6063.76 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM. a Z ff) to SED FOR 2•X 4'MULLION.SHEET 13 250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW $ a go SHEETS 5.17 FOR THE ANCHOR O.C. SHEETS 5.17 FOR THE ANCHOR O.C. •- DISTANCE.MAXIMUMANCHORHOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE �rc'� DIAMETER:ANCHOR DIAMETER+1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 5.17 FOR THE ANCHOR O.C. 5.600" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER+1118'. 5.000" �2.000'� .376' 3'500' CREATE F-CLIP, .375' MIN. rC r_SEE DETAIL F• MIN .375' SHEETa MIN. .375' ------------------------ f---------------------1 I I I I I I I I I I I 1 I DDUCT REVISED I I u complying with IIm Florida I I I I Build t Gbdc �O ��/ I i I I I Atteptnnw No J•-� I I I I left Utile i_ 4.688' rC t Q +--------i wl D do Product Contra 2r�0• 8.000' -I- -7-- - I 5.438' I I I I j 1111111 I I 5.438' 5.438' '. 2'XB'X.25' I I I I L\GENSF'•..(�,p MULLION I I I I 6083-T6 ALUM. I I I j j *' No.58705 '* XSECTION I I .375' ' I 1 __I___ I �________ _ ___-___� ________J - I t L---- MIN. � JJjj L_ __ __ �Q�•,• 10 1 STA EOF)� ((7� .259' STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �i C� ''•F�ORIOP. \�� 6083-T6 ALUM. 6063•T6 ALUM. 8083-TB ALUM. �iSS/ '•' ���� TOP VIEW USED FOR 2'X 6"MULLION,SHEET 14 TOPVIEW '��, TOPMEW A.LYISN'MILLLFZ,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2414'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32+32+1'=65.REFERENCING SHEET 22,THE COLUMN USING g RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0/•60.OPSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 0�� SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.376'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/58.3 PSF AND WOULD 's o FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. 4: PRODUCTS SHEETS O w APPROVAL 2.3 pY U FROM TABLE 4A,SHEETS,THE VX 2.75"X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/•72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 6' 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION 04 LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5j j 'ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N k SEE O W DeraLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL j _ SH2iS APPLY 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 PRODUCTS TO MULLION. DO 2 a B IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: GO M W 32• 1- 32- f0 w --I I--MOLLwIDrH 636 LBS (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF Z y THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/6".THE OPENING REQUIRES A g O DESIGN PRESSURE OF-50.0/-55.0 PSF. u o:Z Q co FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1"=105'AND THE OPENING WIDTH IS 36"+36'+1'=73".REFERENCING SHEET 22, ~ Z n THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL p� MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. w W g o N EXAMPLE 2:MULTIPLE MULLIONS Tn J FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.376-MULLION(LENGTH=108%OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF � d `1 Y MOLL W orH—I I� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F O U Q O FROM TABLE 9A,SHEET 13,THE 2•X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q.. Z O SEE DETAILS,LS, FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 3 �0 g� 32 FENESTRATION STA HEETS BECAUSE 1T IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74,NOT 73-AS PREVIOUSLY PRODU=r'S 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-1/2-+35-1/2'+2"=73'). ' 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALI I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW.CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULUON` \_SEE SEE USING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS, DETEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. A SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. MULLION TYPE COULD BE CHOSEN. 20DUCT REVISED MULLION 72' A complying eilh lite Floddu 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'-106'.REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE r uilding Coda 2 USED.FROM TABLE 9A,SHEET 13,THE 2"X 4"X.250'MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE !eceplan.No J �„ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ipial�ol DR SEE DETAILS, 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' Y 1 SH 2,3 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH iaml Dada Prod;RlC1o�1� / _ (4)3/16ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. L."OPENING HORIZ36,I1oRIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 9B FOR THE U-CLIP SHOWS THE ANCHORULL ISNGTH MULL LENGTHCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIREDANCHOR CAPACITY REQUIREMENTOF521 LBS.THENo.58705 WIDTH FOR VERTICAL RIULL ANCHOR TYPE ISA#12 STEEL SCREW. FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-84.7 PSF FROM THE VERTICAL MULLION; 13 '.• (0-0 0 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). %�(<` '•.�[ORlOA,.•'G�G��� THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS. %s VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION 'S;�NAL 0, PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 R!R EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: XI om I I o�xL' a PW PW $ PW c aQ SWDH SH/DH SH/OH SH/DI, PW kk j PW Z N 8a 4 4 4 4 U) 7 (j) h 00 / / w m� ~ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION m SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / F- c0 1 SGD - ----_.. Z g m T I LOADING OF VERTICAL MULLION ? p I PW I PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d W / I 1 - i a Z Na0. PW .r PW PW N A Z mo AO N LuN SH/DH SHIDH 1 _ _ _ Q SH/DH SH/DH Q. Z O O no.coI SH/DH L-"§ � � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW jp" HR I 1 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I P" HINGED I DOOR PW PW I NOTES: MULLION RODUCT RRVISC:D - -- 1I 1 1)DRAWINGS ARE scomplyino wilh the Florida 1uildiiyCoda 1 RERESENTATIONSOFTYPICAL ecce Iancallo .31�..."-1.�. PW CONFIGURATIONS. :p ja CONFIGURATIONS NOT SHOWN _ o o PW THOSE SHORAPOLATED FROM3y- /Y \�Y r'', �j Aad �gdrk CWhtrp� BE DETERMINED.USE E CANNOT ����.•'�ICENS1' ...--1-1 PW RECTANGULAR LOADING. PW PW I / = No.5B705 ff 3)SEE PRODUCTS'APPROVAL FOR _ I ACTUAL ANCHOR LOCATIONS. -'0 '• LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 •' / ZS� �` PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �O�'•, $iAT O (V I TONAL rEN LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E. MULLION MULLION FL P.E.#58705 M IAM I•DADE 1141A11.11—DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAIIC RESOURCES(RER) 1I805 SN 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.godeconomy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miarni—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"SGD-770"Aluminum Sliding Glass Doors w/900&1350 corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGTO130 (former PGT0002 Rev C),titled"Series 770 Alrrrn. SGD—LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each.unit shall bear a permanent label with the marmfacturees name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other 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 MOA-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 B*WIding Official. This NOA revises and renews NOA No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages E-1,E-2 and.E---3,as well as approval document mentioned above. The submitted documentation was reviewed"by Jaime D.Gascon,P.E. rriAMr oaos courrrr NOA No.144128.11 MMMU&M4 Expiration Date: February 17,2020 Approval Date: February 12,2015 � t Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. .DRA'VVLNGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 01 through 22 of 22,prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by 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 aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D.Brinson,P. E. (Submitted under previous NOA No. 14-0123.10) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entiy Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL-5980-R, FTL-6001-R and FTL-6015-R have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted tin(lel•previous NOA No. 09-0826.10) Jaime D.Gascon, Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E=1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entiy Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FTL-6001,FTL-6014, FT1,6015, FTL--6017, FTL-b023, 1M,6024, FTL--6025, FTL-6028, FTL--6031, FTL -6033 and FTL-6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. (Subirtitted trader pireviotis NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC 5`h Edition (2014), prepared by manufacturer, dated 01/30/15, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentiyGlas©Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`h Edition (2014), issued by manufacture, dated 12/17/14, signed and sealed by Lynn Miller,P.E. 2. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 01/24/14,signed and sealed by Lymi Miller,P.E. (Submitted under-previous NOA No. 14-0123.10) 3. Statement letter of no financial interest,issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. (Subinitted under previotg NOA No. 14-0123.10) Jaime A•Oascoii P Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory,Inc.,dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E. (Subttzitted utuler previous NOA No. 19 0123.10) 5. Proposal issued by Product Control,dated 08/12/13, signed by Jaime D.Gascon,P. E. (Submitted under previous NOA No. 14-0123.10). 6. . Laboratory compliance letter for Test Reports No.'s FTL-5980-R,FTL-6001-R and FTL-6015-R,-reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FTL -5980, FTL-5993, FTL-6036, FT"001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTI -6024, FT"'025, FT"028, FTL-6031, FTL-6033 and FT1 -6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P.E. (Submitted under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, dated 03/17 & 31%09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda,P.E. (Submitted under previous NDA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 144123.10, issued to PGT Industries, Inc. for their Series "SGD-770 Aluminum Sliding GIass Doors vv/ wo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:. Frame Min.Edge Min Group Anchor Substrate Member Distance Embedmen INCLUDING POCKETS &900/1350 CORNERS t Concre (min, te(min,2,85 kel) ea IV emb 1' 318' GENERAL NOTES 1 1/4•Elco Ullrecon Ungrouted CMU,(ASTM G90) Jamb only 2-112• 1-1/4• 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM G90,min.2 kel rout Jamb only 2-112• 13/4• 2)DESIGN PRESSURES: 714'Elco 410 S.S. Concrete(min.3.35 ksl) Head/SIIVJamb t• 1314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Elco 410 Ungrouted CMU,(ASTM G90) Jamb only 2-112' 1-1114' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T.Southern Pine SG=0.55 Head/SIIVJamb 1• 1.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Elco Nlrecon Concrete(min.2.85 kel) Head/Sill 1' 1318' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT U routed CMP ASTM G90 Jamb an t• 1-014' P.T.Southern Pine(SG=0.55) HeadISlWJamb 9118' 1318' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA' #12,18-8 or 410 BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.$Ms, Aluminum,eoe3 TS• HeadSteel, 318' 0.063' 4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/in) Steel,636' Head/SItUJamb 318' 0.050' Steel Stud,A653 Or.33• Heed/SiIUJamb 318' 0.0451' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/SIIUJamb 1-112• 1318' NARROW JOINT SEALANT. 1/4•Elco 16-8 S.S. Ungrouted CMU,(ASTM C80) Jambonly 2" 1.1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Ag9re-Gator Grouted CMU(ASTM G90,min.2 kel grout) Jamb only 2• 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. i P.T.Southern Pine SG=0.55) Head/SID/Jamb 1' 13/81 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE I P.T.Southern Pine(80=0.55) Head/SI9/Jamb 0/16' 1318" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ' 4 #12,Steel SMS G5, Aluminum,6003.75• Head/SIU/Jamb 318• 0.083' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT? (min.111 lhreadsAn) Steel,A361 H9ad/SIUJamb 3r8' 0.050" FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Or.33• Head/SIIUJamb 316' 0.0451• TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. '•P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES i ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQ1.IIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BU KS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR G EATER.IX AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DE SIGN AND INSTALLATION IS THE GENERAL NOTES.............I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........23 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FilORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6 8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS................ ........... 15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B.SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 rG5 Description(Listed from Exledorto Interior) EXTRUSIONS ................21,22 7116"Leminaled:(2)Lltes 03116•HS Glass wllh.090'PVB Intedayer PRODIICTRENRWED 9116'Laminaled:2 Liles of 114'HS Glass with.090'PVB Intedayer as oomply�wldr dw Florida '���ii Vi O'Laminated:(2)Was of 3118"HS Glass with.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING Acaptenoc N �n 9118"Lam,nated:(2)Was of 114"HS Glass with.090'SG Intedayer SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL �w4Cn�a;ee O 1'Leminaled I.O.:3118'T Exledor Cap+310'Alr epees*7/16'Leminaled;(2)Utes of 3116'HS Glass wllh.090'PVB InladaySHEETS 8,7&8 MISSILE IMPACT RESISTANCE1'Laminated I.G.:114'T Exlad0F cap+5/1V Alf Space+7/18'Leminaled;(2)Liles o13116'HS Glass with.090•PVB Inteday r htiv.�i Cn,W�phtD l IJ F%`� GB 1'Laminated I.G:3116'TExteriorCap+318'Alr Space+7/16•Laminated;(2)Lites of 3116"HS Glees w11A.090'SO Intedayet GLAZING NOTES: X11` ,,.,,. GOA 1'Leminaled I.O.:1/4"T Extedor Ca +6116'Alf S co+7/16"Leminated; Utes 013116"HS Glass w11h.09W SO Inteda a "ANN"=ANNEALED �` ��•'•10ENSF'•.�cc,¢ G7 7/18'Leminaled:(2)Utes of311V ANN Glass Wth.090'SO Intedayer "HS"=HEAT STRENGTHENED G7A 9116"Leminaled:(2)Liles of 114"ANN Glass dth.090"SO Intedayer "T"=TEMPERED ��r• No.58705 ' GB I Leminaled I.G.:3118'TExtedor Cap+318'Alr Space+7116'Leminated;2)Lltes of 3118'ANN Glass with.090'SO Inleda7pr "PVB"=DUPONT.090"BUTACITE PVB = GOA 1'Laminated I.O.:114"T Exledor Cap+5/t6'Air Space+7/18'Laminated;(2)Lltoe of3/16'ANN Glass with.090'SO Inledayar "SG"=DUPONT.090"SENTRYGLAS — of. umRnkbnx' owlmr Ute'. $TA EDF �y H7VENICENFIa3D1P 6DRIVE GENERAL NOTES AND MAP ANAL ?\ WS R f8f1Nad,f800 SERIES 770 ALUM.SGD-LM IMPACT ''',1111111111 _ awirfr�t smr• m"'� 4iYnN* R'"• A.LYNN MILLER P.E. �JR 10/10/14 cream arm CERT.OPAUDI.$=W ® SOD,70 NT$I 1 -22 PGT0130 P.E.#58705 EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw-OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 13 k19A 3 PER TABLES 1-3 2 CAN BE OXXXp. [� 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 12 +s i OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT + i I &o MAX.UNIT / a / 1 + o 0 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT ' HEIGHT PERI, 13 / i PER TABLES 1-3 / / I "X"=OPERABLE PANEL, R �' "0"=INOPERABLE PANEL, I u� "p"=POCKET POCKET I �, POCKEr I m DETAIL LETTER J% ---� r� ---I "w =WOOD OR METAL INSTALLATION 1-PANEL r 2-PANEL "d'=CONCRETE INSTALLATION CONFIGURATIONS 1 3 CONFIGUR8 IONS 1 ,3 L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH c NOM.PANEL WIDTH ec c DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 13 t 1 13 PER TABLES 1-3 + 3 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" - 1•r-- -swr-- fri'A I Jw Jc xI Jw Jc CLLI 1 9 9 1 1 MAX.UNIT 1c s ia�o MAX.UNIT 1z t3 a s t Io 12 13 14 I Z - HEIGHT t y HEIGHT 9 ihu�w PER t2 t3 s to a Iw�� PER TABLES 1-3 I �' t'��,�, TABLES 13 / / / I _SOCKET; fn �I / / / / — POCKET I v� 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 2 � 1 13 12 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH t2 NOM.PANEL WIDTH A0 13 P3 PER TABLES 13 PER TABLES 1 9 1 Jw Jc I �oomyfyln3 pith the Florida 1�ivl qvJV 2'N Buitdirvg Code /�-1 1� 3 a 9 19 14 1 w o,r, MAX.UNIT 2 Acceptemt+No —"c MAX.UNIT Ic / I z u y HEIGHT / is �' / SEE I}p,n1 n. t � 'zp O HEIGHT 3 + + / I°Q• PER /® / 2,.THIS -- PER TABLES 1-3 i �'� TABLES 1-3 / ® / SHEET. BY / I 'tIP"1100.t2\1'\111�t111�'11 POCKET I EXTERIOR �1��•'`�GENs,-, IL I 5-PANEL CONFIGURATIONS �\w J CORNER,TYP. " ND•58705 1 13 (OUTSIDE CORNER SHOWN, - INSIDE CORNER SIMILAR) '•, 3� S RNi4 BT- o,. RMkWl• pmlt� Q STATE •:\ug— /(/ R„ 1070 TECHNOLOOY DRIVEyff. EXAMPLE CONFIGURATIONS % `F ' FCORID�.•'G\` ww Rm 4m N.VENICE,Fl 34276SERIES 770 ALUM.SGD-LM IMPACT 'sSI0NAl- (941}480.1600 SER 0 a..e n.I R. T�11111 t wsen ey. am, �� A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTH.#19T06 SGD•770 NTS 2 n 22 PGT0130 P.E.#58705 EXAMPLE CONFIGURATIONS I CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT I LOCATIONS USING DETAIL"Jw","Jc","KW OR"Kc"INSTALLATION. NOM.PANEL WIDTHEXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE @B PER TABLES 1-3 3 –��T--- AN Xp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION C J c I 3 1 1 t9 e 9 1 I 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 13 aiM a �j I g& OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, t t / 9 / / / ((� 1�19 u% 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 98"OR 120" / I "X"=OPERABLE PANEL, POCKET i "0"=INOPERABLE PANEL, P. =POCKET 6-PANEL CONFIGURATIONS E F—DETAIL LETTER MAX.UNIT WIDTH "w"=WOOD OR METAL INSTALLATION 'V'==CONCRETE INSTALLATION NOM.PANEL WIDTH t3 t 3 t SHEET NUMBER PER TABLES 1-3 Jc i DLO WIDTH=NOM.PANEL WIDTH-7" 9 1 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125" F AiN IlL- 112N dn d2)k CLn MAX.UNIT 1 13 9 o&o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT 13 / I % PER TABLES 13 POCKET � y 7-PANEL CONFIGURATIONS ! Ml 3 MAX.UNIT WIDTH NOM.PANEL WIDTH c PER TABLES 1-3 Jw J I PRODUC'TREN9WED 1 13 1 mcomplyln3.vlth thn Flmldnund* do .�►n��Qp c 8 44. 18 19 19 c I p a o Acaptence No X+"• MAX.UNIT 9 1 / I y Expire lZo HEIGHT t PER TABLES 1-3 / / / / ]� 3 Miami Dd ada p1JXk( o� POCKET ILI I 8-PANEL CONFIGURATIONS ��r---J - k• - 3 1 3 t 13 No.5B705 – �-o 3° amour. arta Rmnau: ow¢a"r 0 ST TE O •'`� R 1070TECNNOLOGYDRIVE EXAMPLE CONFIGURATIONS '.,�� FZOWD N.VENICE,FL 34276 TDA' /1,11111110\'S/ONA� R&V.J—' N ,� SERIES 770 ALUM.SGD-LM IMPACT _ �+* �+ ""'��" A.LYNN MLLER,P.E. SJR 10/10/14 cm-d MW CERT.OFA0D1.029M ® SGD•770 NTS 3 a 22 PGT0130 P.E.058705 GLAZING DETAILS(G3, G3A, G4, G4A, G5 &G5A 7116"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3/16"HS GLASS--\ 3/16"HS GLASS .090"PVB .090"PVB .090°SG 3/16"HS GLASS 3116°HS GLASS--\ 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 i 82 e2 j 3/16"T GLASS 83 EXTERIOR 3/4'NOM. EXTERIOR 3{4"NOM. a GLASS a I BITES 314"NOM. BITE 58 GLASS BITE EXTERIOR 5o a 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. l"NOM. 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS I 090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS 74 1/4"HS GLASS I 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 83 3/4"NOM. 3+4°NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS 58 GLASS �1 BITE a BITE BITE EXTERIOR 9, 9, a 79 54 54 as complying wilb the Florida 7 55 9Dilding l �}. D _0128.�- AE . om •�Z� 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,T)PE G4A 1"LAMINATED I.G.GLASS,TYPE G5A Rr Miami Dade Product Comm, GLAZING NOTES: ����\\pN�LYNN 4fl "ANN"=ANNEALED <� "HS"=HEAT STRENGTHENED Q�.,•' `10ENSF •,tcfl T'=TEMPERED No.50705 "PVB"=DUPONT.090"BUTACITE PVB = "SG"=DUPONT.090"SENTRYGLAS = 7�FOF - R.Wlt,: Duro: R.10— 10707ECNN0LOGrDRIVE GLAZING DETAILS O '47: N.VENICE FL 34275 rez 1041}�46W SERIES 770 ALUM.SGD—LM IMPACT , S/........... Gv"nDi. Dtb: CAotl¢0 Duro: ® 6"dzSUd,[ am": must —*vx. R.r. e(!uvrpNMII.LE�i,P.E. JR 10110114 CERr.0FAUTH.g29M SOD-770 NTS 4 -22 PGT0130 P•E.M 68705 GLAZING DETAILS (106, G6A, G7, G7A, G8 &G8A 1"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS--\ 3/16"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 3/8"AIR SPACE 7q 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS - ez 83 83 58 3/4"NOM. EXTERIOR 314 NOM.GLASS 58 3GLASS GLASS aBRE BITE BITE X, EXTERIOR EXTERIOR a80 79 79 55 54 55 1"LAMINATED I.G. GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS 090"SG 1/4"ANN GLASS 090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 5118"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS I 1/4"T GLASS - 82 83 83 3/4"NOM. EXTERIOR I 3/4"NOM. 3/4"NOM. 66 GLASS a GLASS 50 GLASS BITE 'BITE BITE EXTERIOR a EXTERIOR 81 79 a 79 PRODUCTRCNBWBD 6,5 55 0 oomP1y6,g with the Fbridn p 1�w �G71"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A GLAZING NOTES: `` `XpNy LYNN4114��i,,i "ANN"=ANNEALED �. �IGENS�c •.,Cp "HS"=HEAT STRENGTHENED No.56705 x �_ "T"=TEMPERED - "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS U.Id Ur: MCC RrAYv,c 0 '• Qom••, STpTEO Mti 1070TECHNa.CGYDRrvE GLAZING DETAILS ;���ss/F<omo G`�� N.VENICE,FL 34276 re,: i R"wn M �: l0ai�so,tsoa SERIES 770 ALUM.SGD-LM IMPACT w. ,i,,ONAL t,\\` SJR 10110114 MCC CERT OFAV7H.192920G ® SOD•770 NTS 5 d 22 POT0130 A.`�P.E!p 68 09 P.E. TABLE 1: TABLE IIA: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+60/-60 Sill Height to Max.(+)DP configurations on Sheets 2&3) (Water Infllraticn Rating) (May be limited by Table 1A) For comer astragal anchorage on 90"or 135°comer units,see sheet 11 Sill Riser Height (+)Design Door Unit Hai ht (Flat or Box,see Pressure,pelf Table applies to Glass W. " 96 Sheet 17) Types 3,3A,5,5A.7,7A,8 69-718"DLO 73-718'DLO 79-718"DLO -7/8"DLO Flush-1-112' 1 see note 3 &8A and the Stile 1 Astragal Anchor Group Anchor Group Anchor Group Anchor Group Lav-2.117' +46:87 types shown below. 1 2 3 4 1 2 3 4 1 2 1 3 4 1 2 3" Medium-3.114" +60.0 Head/SillC4+1 C4+1 C4+ +1 C4+1 C4+1 C4+1 04+1 C4+1 +1 C4+1 +1 C4+1 +1 +1 C4+1 High-4" +60.0 24" DLO Jamb 8 8 e 8 8 8 8 8C748 0 8 8 8 8 8 SEE NOTES 1-3 P•hook 6+7 6+7 8+7 6+7 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 ]i 30" DLO Jamb 8 8 B 6 8 8 8 8 8 8 8 8 8 8 P-hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb 8 8 8 8 8 8 8 a 8 8 8 8 8 8P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH — Head/Sill 04+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Z42" DLO Jamb 8 8 8 a 8 8 8 8 8 8 a 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w = 0 OH RATIO 21 Head/Sill C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Cl C4+2 C4+2 'c 48" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 p P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8, 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSUFjES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4-,3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. i 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALI[ED. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90"Astragal Lockstlle @ 135"Astragal Lockstile @ PROAUtT RHHtlWF.D Assembly Straight Astragal Assembly 90°Astragal Assembly 135*Astragal PRODUCS Ir RE dr#sell) Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heayy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile �IM67,o dPf�Code _0 1•J8� Standard Astragal Inside _�LLGGI. R OUtslde CO Outside ud D 2 fj ' Corner 1 Corner > ui Dadsq;'�L'IClPjr7. Corner Outside EN "side LYNN !!! Inside Cor Corner 2�;• \CENSE Part 460(Stile) Part 1161(Stile) Part#119(Out.) Part H61(Stile) ;' No.58705 •• Part#60(x2) Part#60 Part 960 Part#60 Part 11118(Corner Parts#31&1132 Part 1161 : = Part#67(Astragal) Part 11120(In.) - Receiver) (Corn.&Fxd Mount) rsewae,: aor ae,ewa .• A�fs.••'4: 1010TECRROLooyaRNE DPANDANCHORAGE %�� �(ORIOj •'�j�: N.VENICE,FL 34276 SERIES 770 ALUM.SGD-LM IMPACT ww (earyaearsos s"w,bse 7 r 1 1�1 t t am am: �� A.LY.E.#6 705 P.E. JR 10110114 CERT.CFAUTAN19189 � 3G0.770 NTS' 6 d 22 PGT0130 P.E.#68705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum OP for all sizes:+601-60 For corner astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A) Table applies to Glass Types 80" Ddor Unit Height 4,4A,6.6A' ,6A,7.7A, 8&8A 90' 98' 702' 196' 114' 7/8' and the Stile I Astragal types 69.718'DLO 73.7/8'DLO 78.7/8'DLO 65.7/6'DLO 91-7/8'DLO 97-7/6'DLO 703.7/8'DLO 109-7/8'DLO shown below. Anchor Group Anchor Group Anchor Group Anehor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Head/Sill C4+1 C4+1 +1 CA+1 C4+1 + G4+1 C4+1 C4+1 + +1 04+1 C4+1 C4H +1 G4H C4+i + C4+t C4N +1 Cq« +1 C4+1 CA+ N C4+t + N CA+1 C4+1 C4+ 24' DLO Jamb 8 6 8 8 8 8 8 0 8 8 8 8 8 'ii— 8 a 70 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 ;7+8 8+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 9+10 9+10 9+J019+10 9+10r1D 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 64+1 H C4+1 C4+1 C4+1 C4+1 CAH C4+1 04+1 C4+1 C4+1 CA+1 CAN C4+1 C4+1 C4+1 C4+1 30' DLO Jamb 8 6 8 8 8 8 8 8 8 8 6 8 8 8 8 :'8 10 10 10 10 10 10 10 10 to 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 8+9 9+70 9+10 9+10 9+10 9+10 9+10 9+10 Haed/Slll 04+1 C4+1 GIN 04+1 GIH C4H GIN C4+1 C4+1 CA+1 C4+1 CAN C4+1 C4+1 04+1 CAH C4+1 C4+1 CAH 04+1 04+1 C4+7 04+1 C4+1 CA+1 04+1 CAH C4+1 C4+1 C4+1 C4+1 38' D1.D Jamb 8 8 6 8 8 a 8 8 8 8 a 8 8 8 8 !6 10 10 10 10 10 to 10 10 10 10 10 to 10 10 10 P-hook 6+7 6+7 8+7 6+7 7+t1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ;7+8 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 9H0 9+10 9+10 9+10 9+10 9+10 9+10 Head/8111 C4+1 CAN 04+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C41+1 04+1 04+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 C4+1 C4+1 CSN C5+1 C4+1 C5+1 C5+1 i 42' DLO Jamb 8 8 8 8 8 6 a 8 8 8 8 a 8 6 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 f0 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 '7+a 8+8 8+e 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9«10 Ftead/3111 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 G1+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Cs1+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C5+2 25+2 04+2 C5+2 _5+2 C5+2 C5+2 C5+2 C5+2 CS«2 Z 48' 41'DLO Jamb 8 6 8 8 8 8 8 6 a 8 8 a a a 8 a 10 t0 10 10 10 10 10 70 10 10 10 70 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 '7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+70 9+10 9+10 9+10 Fiead/S111 04+2 C4+2 04+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 64' DLO Jamb 8 8 6 6 a 8 8 8 8 8 8 8 8 8 8 8 Pfiook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7 8 7+8 Not available in these sizes Head/Sill 04+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+ C5+2 80' D'L'O" Jamb 8 6 8 6 a 6 8 8 8 8 8 8 8 8 6 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+s 7+8 7+8 7+8 + .7+a NOTES: O= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH= 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Height to Max.(+)DP OH LENGTH �— DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125" 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SIII Riser Height I SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design w ofPANEL HEIGHT= (Flat or Box,see POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = OH RATIO 21 AN OVERHANG COMPLYING WITH THE CURRENT FBG(SEE ADJACENT DIAGRAM);THIS CONDITION-IS Sheet 17) = o DOOR UNIT HEIGHT-1-866" NOT RATED FOR WATER INFILTRATION. Flush-1-1/2° see note 3 p 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4° +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4° +80.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Stralght Astragal Lockstlie @ 90'Astragal Lockstlle @ 135°Astragal Lockstile @ Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135`Astragal PRODUCTD as oomplylne gwidn xldr rhe Fbrida Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Hea -duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building Code Inside Aaepty Ne Cor Standard Astragal lio Date Outside Corner,, Outside Corner Illy6V M--03q / Miumi Dade dd 01,IV N 1 Inside Ins Corner Corner Outside \`�?'�7C[NSF'•.�Fp'� Corner Part M61(Stile) Part 061(Stile) part#119(Out.) Part B61(Stile) �r No.58705 ' Part#61(x2) Part#61 Part#61 Part 061 Part#118(Corner Parts#31&#32 Part#61 Part 967(Astragal) Part#120(In.) — : — Receiver) (Corn.&Fxd Mount)1 — a.,,aer. e.� o.aloe°. .7- . sS' -0�sr��1�� f0787EOHNOLOGVDRNE DPANDANCHORAGE ;,�...<OR.DP.•�G\ N.VEN10E,H.8/216 WX ori (NIJ,489.1600 SERIES 770 ALUM.SGD-LM IMPACT ��,l rOrNAt-1E, +M' s.a. nom` w.r A.LYNA MiL�ft,P.E. SJR 10110114 m DERT.OFAUIN.=2ea ® SOD-770 NT$ 7 a 22 PGT0130 P.E.q 68705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantltles Required,(for all approved conilguratlons o n Sheets 2&3) Maximum DP shown below Sill Height to Max,(+)DP For comer astragal anchorage on 90"or 136"corner units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door UNI Height Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 80' 84" 90" 96' 102' 108° (Flat or Box,see 6,BA,7,7A, 8$BA end the Stile/ 69.7/B"DLO 3.7J8"DLO 79-7/B DLO 85-/B`DLO 9-7/8'DLO 97-7/B"DLO Sheet 17) Pressure,psi Astragal types shown below. Anchor Group Anchor Grog Anchor Group Ane or Group Anctgr Group Anchor Group Flush-14/2" see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-112` +4667 Desi n Pressure +/-90.0 s/ + 2, s + Ps Medium-3-11,V 24" 17" HeaNSlll C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+i C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4` +fJ0,0 DLO Jamb 8 t) 0 8 8 8 8 8 B 8 B 8 :8 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+87+8 7+8 7+8 7+9 +8 7+8 7+8 7+8 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +1-90,Ops/ +1-82.5 Pat +/-75.Opsf 30" 23" HeaNSlll C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 4+1104+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 t DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 -8 8 8 8 10 10 10 10 10 10 10 10 P-hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +1-90.0psf +1.82.6 pst +/-76.0 psf m 29` HeaNSlll C4+1 C4+1 C4+2 C4+2I C4+1 04+1 C4+2 C4+2;C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C6+2 C5+2WC4+1C5+ C4+1C4+1C5+1 C6+136" DLO Jamb8 810 810 10101010L P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+t1 7+8 7+8 7+8 7+8 7+8 7+8 8+8 8+9 8+98+9'9 Design Pressure +/-90.0psi +/-75.0 psf OH LENGTH 42" 36" HeaNSlll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 CS+2 C5+2 C5+2 C6+2 C6+2 CB+2 C6+2 C6+2 C5+2 C6+2 Cb+2 DLO Jamb 8 8 0 8 8 8 8 8 8 8 10 8 8 8 10 B 10 10 10 10 10 10 10 10 0 P-hook 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 +9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Mu p� OH RATIO 2 1 Design Pressure +/,90,0 psf See Note A below. 1 +1+32.6 psf +/-75.0 psf T 8 P41' 41" HeaNSlll C4+2 C4+2 C6+2 C5+2 C4+2 05+2 C5+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 06+2 C6+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 O DLO Jamb 8 8 8 B 8 8 10 8 8 t3 10 8 +8 8 10 8 10 to 10 10 t0 10 to 10 1 P-hook 6+7 7+8 1 7+B 1 7+8 7+8 1 8+9 1 8+9 1 8+9 I 8+9 8+9 f3+9 8+8 8+9 9+10 9+1019+101 8+9 9+10 9+10 9+10 1 8+9 9+10 9+10 9+10 J— FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: — OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90,0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3),f'.3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"S;LL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE QURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 1351 Astragal Lockstile @ PRODUCr ttet��vBD Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal as complying with the Florida Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile 9uitdiea. �t 114 Inside AxeptmKx No_.L 11 Heavy-duty Astragal Outsid Corner Outside 0SDot. ZO O Corner a� Corner u� � A���n�i Dodo 931 K199t1 Inside r��i: k Corner Ou[slde '� IGENS !F Inside orner Corner Q�; B ' Part 861(Stile) Part 61(Stile) part 11119(Out.) Part#61(Stile) ' '* No.58705 Part U61(x2) Part H61 Part 1161 part N68(Astragal) Part N61 Part N118(Corner Part 11120(In.) Parts 1131&N32 Part 1161 _ _ Receiver) (Corn.&Fxd Mount) �_ rr11 - .� n°w4er: wm anew+s arya.r %��-•.• 5 ATE R° 1N.0707ECHNOLoorDRlvE OPANDANCHORAGE 8f!1})-460-460-ti71600 •/FOcomoNAI a fes. 11.a4s7s SERIES 770 ALUM.SGD-LM IMPACT r 7rs - t� 111 ( A.LYNswoe aurae p,.`oa, ar a°Y"�P1b' ria Do By OFAU7R.#29MSOD-770 NTS 8 a 22 POT0130 P.E.n 58706 JR 10110114 NO FRAME 7-18"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTHDETAILS,SHEET 10 SPLICE '•. REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK MAX.O.C. NOTE, )SEE TABLE 2,SHEET 7 INTERLOCI( 24" PLANE THIS POCKETS AND 80"NOM. CLUSTER,SEE SHEET SEE POCKET g P-HOOK r '� PANEL WIDTH DETAILS,SHEET 11 x x ( ) r--�-- x x rT1 f x x x x 6'MAX. JAMB MOUNTINGADAPTER I e•MAX. x x xx xx x x x x ' xx xx x x x x x x x INSTALLATION, �j THIS SHEET ANCHORS MIDWAY i l L 3•MAX. x x I &SHEET 14 BETWEEN P-HOOK ®' lol 4 PAIRS OF ~:•` ANCHORS&AT 3" I 1 x=FRAME x x ANCHORS ;::'1::. FROM TOP& i I ANCHORS 98 21"MAX (TOTAL 8 BOTTOM I o �a• I o UNIT ANCHORS) MAX.O.C.' HEIGHT O.C. PER JAMB 4.051" IN 8"MAX.TO OPENING I y& 0 14•MAX.O.C. n e=p-HOOK x x EDGE OF POCKET SEE u I O ANCHORS DETAIL MB INSTALLATION I o� I®I Z DETAILS'Je-&'KC', i ISI mo=P-HOOK BELOW) END PANEL SHEET 14&PARTi ®I lol W MOUNTING x ANCHORAGE DETAILS'J'&W. i n j j 3•MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR I �--F® ANCHORSX x L O.C. P-HOOK ____ 8'MAX_ x x x x, Xi'=�7 ANCHORS x xx END PANEL x x J��-- ANCHORAGE END PANEL x' x x x x x x x x x x x' x x 6•MAXANCHORAGE(SEE ANCHORAGE x' x xx x x' �.+2, _ SKETCH BELOW) (SEE SKETCH BELOW) , •+2. •+2" •+2• ANCHORAGE ANCHORAGE CENTERLINE 9"M •TMP• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24•MAX. EXAMPLE:6-PANEL 2 TRACK 90°OUTSIDE CORNER-pXX/XX0-EXT MOUNT POCKET ANCHORAGE PLAN: O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL ANCHORS MAY BE ADDED 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES`SPECIFIED IN TABLES 13 SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM P1^ OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCAND STRAIGHT AND CORNER MAX, PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF A)DITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24"O.C. AXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLI j `� 5.64° °+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOf CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT "E or 5"MAX. REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB pRODUCr ReNBwro P-HOOK ANCHOR DETAILS ON SHEET 14. I ANCHOR PAIR mloinplyLlgwltABieRadda •+2"ANCHORAGE REQUIRES SEE"C5"CLUSTER. END PANEL A.:ep BCode it 7 CENTERLINE CENTERLINE 1G. CLUSTER,SEE DETAILS,SHEET 10: ANCHORAGE AueptanceNo • DETAILS,SHEET 11 [--OF FOR ASTRAGAL; �OF (2 ANCHORS) INTERLOCK ASTRAGAL I� i • 4.051" I 3.5" I MAX. b . __]i Ymi nous r I • _ • • — • • �ON(LYNN 14",l�rri ' , ' I ' ���'�,.•��CENSF •,F.p �i a _ - EXTERIOR CENTERLINE CENTERLINECENTERLINE _7< No.58705 �OFPANEL 3 °+2"ANCHORAGE--J OF PANEL 4 "+2"ANCHORAGE--/ OF PANEL 5 _ SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS m,mer. ww R.411- o^xka.� •.. .. R ,,�, 1p7o7ecRNOLoovoRR� ANCHORAGE SPACING&EXAMPLE PLANS '�po�.. F�oR1DP,.\\�\�'�,� N.VENICE.FL 31276 rac ori SS••........L` o.m re,,ya�,�p SERIES 770 ALUM.SGD-LM IMPACT ��7 IONAI- ����`� s stdk au�.� sex R"r. A.Lm m1viA P.E. �'""B"W. ` eO °afB' CERT.OFAU71LN13288 v Soo-no NTS 9 a 22 PGT0130 P.E1t 58705 JR 10110114 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR 6"DIAG. (FOR SPLICE INTERLOCK SPLICE LOCATION 2.pq" INTERLOCK- j__ NEEDED INTERLOCK'-, CONDITION,USE `{—IF NEEDED 2.04" 14— CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE ExreRloR 6"DIAG. 3.5" 7„ 7" 3.5 21,. 1.75" DIAG. "DIAG MAX. O.C. EXTERIOR z.oa^ z.oa" 2.oa^ 21" 5.64" MAX. EXTERIOR 3'5" 7" -� EXTERIOR a"DIAG' 7n EXTERIOR 7" 3.b" O.C.2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 0 2 TRACK FRAME HEAD/SILL 6"MAX. `D 5.84" 0 ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK t -2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5°) ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-� IF NEEDED INTERLOCK CONDITION,USE INTERLOCK--i—IF NEEDEDEXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE 3 Y2.04" *3.6" 7" ANCHORS MAYBE INSTALLED o I I 21" EITHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.06" O.C. 1 !11 u 1111 t2.04" 5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTEE1PMJOR 7" EXT�ERIIOR 7" 4"DIAG. EXTERIORg3.6v' ARE BASED ON MIN. v 3-TRACK FRAME HEAD/SILL `� 3-TRACK FRAME HEAD/SILL M 6°MAX' ALLOWED. 3-TRACK FRAME HEAD/SILL 2.FOR HEAD OR SILL SPLICE (CD ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK I (W ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") I ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR FOR SPLICE FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR ( CONDITIONS ONLY: INTERLOCK-4—IF NEEDED INTERLOCK'-I (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I f 1.76CENTERLINE—_II "C6"CLUSTER DETAIL) CENTERLINE IF NEEDED �— 3.5" '1 3.5" 3.5" f 7" 3.5„ 2.04" ll a 4"DIAG. 2.04" [W5 2.04" \� R Idin171ng wIIh 11K FIo—I A Iooeytre NNo r di- 2.04" 5.37"DIAG. 4"DIAG. va e �- 4.06" u 4"DIAG. 2.04" hti &➢r "'pj _ tt;Pti I I I I„7 1;7 EXTERIOR EXTERIOR EXTERIOR 7” 3.5" �— ;� 6� 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 0ASTRAGAL OR INTERLOCK INTERLOCK Cil ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK = No.58705 _ (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") — — ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5" WITH&WITHOUT SPLICE CONDITION 0 fY= r,: oar R.,+,� ,.� =�p`•., Z •:�; R mw R„ f070TECNNOLooYDRIVE ANCHORAGE,EXAMPLE CLUSTERS ; '•F<ORIOP,.•'G\�� N.VENICE,FL 34276 +�' ��'7SS'/ONAl- � R (041"&D-16w SERIES 770 ALUM.SGD-LM IMPACT //"'I 1111t tt orm•,"� �� � obm: 4.• ti s".,v airs o,.roRn Rn. A.LYNN MILLER,P.E. JR 10110/14 CERT.OFAUlN.#29MR Soo-no NTS 10 a 22 PGTO130 P.EA 58705 2.04" 2.04" " INTERIOR 2.04" NOTES: IN INTERIOR INTERIOR 7.. 1.ALL DIMENSIONS SHOWN 8.94ARE BASED ON MINIMUM 612^ ?4'DIAG. 612" 4"DIAG. 3.60 3.5" ALLOWED. INTERIOR INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR 90° 3. " 90° 3. " 1 ,° QUANTITY AND SPACING, EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR IAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4" 3.5" 35" EXTERIOR "+I ANCHOR 3.5" 4" 3.5" 4° 2.04" EXTERIOR 2.04" 7" 2.04" EXTERIOR 2.04" 7" EXTERIOR 8.94" 90°CORNER 90°CORNER 135°�ORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I _ CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHE E 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f"OF PANEL ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"C6") ANCHORS ARV REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") 4.08" ^+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR 4" 2.04" 4"DIAG. INTERIOR 3.5" INTERIOR 7'41^ 135° 3.5" I 90 7" I _ CENTERLINE .3 I EXTERIOR OF PANEL 3.5"' ^+3"ANCHOR 4.08" 4.08" 7- 6.37'D AG. 5.37" AG. CENTERLINE 2 04" 3.5 4" 3.5" OF PANEL 4"DIAG. EXTERIOR EXTERIOR 7" 4" INTERIOR ON °+2°ANCHOR 3.5" 7" XTERIOR ALL I7" 90°CORNER 135°CORNER n_ VIEWS I CENTERLINE 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V ("CgT ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF PANEL 2-TRACK FRAME HEAD/SILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12' INTERIOR 2.04" 2.04" 12" 3.5" 4" EXTERIOR 5 88" CENTERLINE INTERIOR I OF PANEL INTERIOR 90° 4" 2.04"35" 135° ^+3"ANCHOR G. 7` PRODUCiRENBWED a colnPlyhig wllh du Florida Bw1dmg Code ,�{{ :.1 .7[7 6.12" 4"DIAG. 6.12" G 3.5" 4.08" AcapUna No 1 -" !L-� 7" EXTERIOR Bp Oadr. 2.04° 7 3.5" 4" 4"DIAG. EXTERIOR 4" 3.5" Y I CENTERLINENV LYNN EXTERIOR 2.04" I~OFPANEL `��\��"�•''•�ENs"<!F 90°CORNER 135°CORNER V F 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT = No.58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) r1351 Ul AY �• ""'pC R,,,,� 1070TECNNOLOGVDRIVE ANCHORAGE,EXAMPLE CLUSTERS %��;•. ataRloP,. N VENICE,FL 34276 rex i,ilsS�"• RIO ME SERIES 770 ALUM.SGD-LM IMPACT �, 0NAl- (611}d80.1600 , sut soot a+"roxs P.r. A./LIIt AMLL� P.E. fn°o0 cEnr.oFaurN. szae ® SGo-no NTS 11 d 22 PGT0130 REA58705 JR 10/10/14 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE _ EDGE DISTANCE: DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1/16"" 2-1/16"• NOTES: EXTERIOR 1/4" 1/4" 1/4"• 1.ALL DIMENSIONS c] MAX, MAX, MAX. SHOWN ARE BASED c' r SHIM EXTERIOR - o SHIM EXTERIOR SHIM ON MIN.ALLOWED. 7 (�] 2,METAL OR WOOD EMBEDMENT: T r T SUBSTRATES MAY BE SEE TABLE A, ---III J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C. IS ®w WOOD INSTALLATION w WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD$SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 11 SHEET 1 (1/4"MAX.) .. . ,.:-,:... - ... ,.:: (1/4"MAX.) T :.... . ,•s.,. .,:<::;-: .- .:, EXTERIOR I EXTERIOR EXTERIOR i EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16" 2-1/16"" 2-1/1&- EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ga 2-TRACK FRAME SILL ja 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dw WOOD INSTALLATION Ew WOOD INSTALLATION 1,U- METAL INSTALLATION EMBEDMENT:SEE 1 TABLE A,SHEET 1 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -'I SHEET 1 EDGE DISTANCE: METALTYP., EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 SHErT 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: NOTE 4,SHEET 12X WOOD SEE TABLE A, TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2 1/16"" P�RODUCrRLNHWi?u NOTE 3,SHEET 1 NOTE 3,SHEET 1 pDO1gC w16�fLo Pbrldn SMS ANCHOR TYP., Buildlne Cove SEE ANCHOR NOTES Aa%tena No 2-1/16"' Ex• I.npate ! 2-1/16"" &TABLE A,SHEET 1 ZO2 WOOD ANCHOR TYP., WOOD ANCHOR TYP., ( MIN. 3 0 U SEE ANCHOR NOTES THREADS TABLE A,SHEET 1 n SEE ANCHOR NOTES BEYOND THE E &TABLE A,SHEET 1 \��� LYNN EXTERIOR U EXTERIOR METAL �� pNy .....," I EXTERIOR nn SUBSTRATE ,, �CENS ;F9 1/4"MAX.SHIM +I I+ 1/4"MAX.SHIM —►�I+ V 1/4"MAX.SHIM ►�I_- zY No.58705 efa 2-TRACK FRAME JAMB ja 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATIONHw WOOD INSTALLATION Iw METAL INSTALLATION = D 3 v js n: Rarel Br D"Gs RnLMx X64 E or f0707ECHNCLOOYCRNE ANCHORAGE DETAILS ,gyp''• sr r R a RMAx,x i'CL. FCOR10?;.•'G.;`: M.VENICE FL 30276 R R (Ba1}eeo•Jsao SERIES 770 ALUM.SGD-LM IMPACT e f..Uwg s sea n""ro^° R... A.L�JRR h11LLtkti P.E. V"o" Dlw ct-'way °afa CERT.OFAUTMfl26266 ® Son-no NTS 12 a 22 PGT013o P.E.#68705 JR 10/10/14 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 ON MIN.ALLOWED. A,SHEET 1 2-1/16"' PER TABLE 2-1/16"• PER TABLE 2.1/16" A,SHEET 1 A,SHEET 1 114" •DIAGONAL O.C.IS MAX. EXTERIOR •'', i •�•'� '.�:. �'! MIN 4"(HEAD&SILL) 7— SHIM ...� ,, .•.;^ ,.: •:.:..;: ....:..:. ........ .. .... . .. :.. OR 6"(JAMB)SEE 1 ODTAILS,SHEETS (`+� } r�Z�EMBEDMENT: 1/4" EXTERIOR 14" EXTERIORSEE TABLE A, MAX• MAX•SHEET1 SHIM SHIMPROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED 1XE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE OR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 CK FAME HEAD 4a 3-TRACK FME HEAD 4-TRACK FAME HEAD Ac CONCRETE INSTALLATION Bc CON RETE INSTALLATION CON RETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR NP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR"SHEET1 WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A, NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOWR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEETNOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1Z SHEET 1Z (1/4"MAX.) = 1 (1/4"MAX.) T ...: . .,.: . EXTERIOR �•�:". � ., �..�`•'•'•;" EXTERIOR ;:;:: EXTERIOR CONCRETE 2-1/18"' 2-1116"• L 2-1/16"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCET. .Ir CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE , A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL jgEh 3-TRACK FRAME SILL ®4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTAL EMBEDMENT:SEE TABLE A,SHEET 1 —� ' EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -'I SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET 1 SHEAT 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED SHEET 1 IX WOOD BUCK TYP., SEE TABLE A, IX WOOD BUCK TYP., PRODUCP,RENmD SHEETI .2-1/16"' ams Ybwwh4thv Wodda SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR 8u Ido ICodc SHEET 1 SHEET 1 TYP.,SEE ANCHOR lmeoeD(° Q _ CONCJCMU ANCHOR 2-1/16"' 2.1/18„• NOTES&TABLE A, Irelion aro 120 TYP.,SEE ANCHOR CONC./CMU ANCHOR SHEET 1 CONCRETE p NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU Aiami Da EXTERIOR SHEET1 CONCRETE NOTES&TABLE SHEETI CONCRETE EXTERIOR gESHEETI R TABLE N�"• •• M/��F��'� �nn� I OR CMU EXTERIOR r OR CMU �GENSF '•, Q V 1/4"MAX.SHIM I If PER TABLE ` A,SHEET 1 ID 114"MAX.SHIM Imo- PERTABLE ,k: 58705 A,SHEET 1 1/4"MAX.SHIM -4 Ir- No.' ®2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB 4-TRACK FRAME JAMB / r Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic -CONCRETE/CMU INSTALLATION 'U•'• ( 30 n5 t-1-0�'om STATE OFOOYDRNE ANCHORAGE DETAILSFL 31275 SERIES 770 ALUM.SGD-LM IMPACT anee RA.LYNN MILLER,P.E. CERT_OFAUTH.920298 SOD-770 NTS 13 e 22 PGT0130 P.E.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTERINFILTRATION WATER ER CONC./CMU ILLUSTRATIVE WOOD ANCHOR TYP., PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR 7YP.,SEE TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& '. f. TABLE A,SHEET 1 ALL APPROVED SEE TABLE A, (ALSO SEE TYP. SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) "` 1-1/4"MIN.EDGE DISTANCE JG DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS B-B FOR SEE TABLE A, %' P-HOOK MOUNTING REQUIRED P-HOOK 2s r.': AND P-HOOK EXTERIOR SHEET I ;.: ',,.::,, ^, ADAPTER CONC./CMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ANCHOR TYP.,SEE SEE ANCHOR NOTES P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A.SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE FABLE ASHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 , ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,#22 OR#24, Jo PARTS#18.#20,#22 OR#24, � WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADANCHOR TYP.,SEE TABLE A,SHEET 1 A,SHEET!1 S ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 8,TABLE 2b (ALSO SEE TYP.SHEET 1ALSO SEE TY EMBEDMENT: jLLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABL AI, 28 EMBEDMENT: SHEET9) SHEET SEE TABLE-A, EDGE DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 1-114°MIN.EDGE DISTANCE 30 30 L_JL 11 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR moDUCTRENWED SEE ANCHOR NOTES n ANCHOR TYP.,SEE f1, Asmmptr�awuhme to m &TABLE A,SHEET 1 V H�Id�a Q ALSO SEE TYP. ANCHOR NOTES&TABLE Aa.pWc No 14 Via. ( 2.693"MIN. A,SHEET 1 2.693"MIN. E ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE By --- ' ILLUSTRATION,SHEET 9) Miumi D.&P'('�yoQ%jIgq / ita P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#26, Kc PARTS#19#21 #23 OR#26, �t.•'GENsg '•, P METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT i< No.J8705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY .�_ 3 RmSEB�: Oatx Rr&= R caro: ReNrinf: f0707ECHNOLOOYDRNE ANCHORAGE DETAILS ��0�,c�.''•FL�R`OPr•.`G\` R �: obi aacgau: SERIES 770 ALUM.SGD—LM IMPACT ,�,,,,NI j1`�, tear}asarsoo I an er Darer &, s„wxm°e sux: sroet u*+Y 1 R..: A.LYNN MILLER,P.E. JR 10/10/!4 CERT.OFAOTH.#29206 ® SGD-770 NT$ ?4 d 22 PGT0130 P.E.#58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO TYP.PER TABLES 1� INTERIOR WIDTH SHEET 18;INSTALLATION ,I DETAILS'AV&'Ad,� EXTERIOR SHEETS 12-&13 ^1 PANEL PANEL PANEL TYPE TYPE PANEL CORNERDETAIL'N TYPE QS' 'AS' TYPE SHEET 19&CORN A' K' ANCHORAGE SHEETNOM. . NITMAX. PANEL / MAX• HEIGHT INTERLOCK DPANEL i / DLO PER M',SHEHEIGHT SEE WIDPERTH TMPHEIGHT TABLESNTERIOR NOTE 2 TABLES 1.3 1-3 JAMB DETAIL'G3',SHEET 18;INSTALLATION DETAILS X X Gw&'Gc',SHEETS 12&13 90° SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XXIXX 'DW&'Dc',SHEETS 12&13 i SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8X1" #10 X 1-1/2° PH SMS PH SMS RODU(.TRENHWED u complying with IEe Florida uildlt Code y " PANEL CORNER FRAME CORNER °"'OWNO� DETAIL DETAIL � Y yn�y' liumi Dadj e(0 ct Cbnbl ......... SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. '•.F� PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Tk No.58705 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. _ 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. R.1saBy Mrs: Rewiwu r toe,n :nom.,, F TE P •,,�\��; 10707ECRNo�ooYDRNE ANCHORAGE DETAILS/EXAMPLE ELEVATION '.��os'••.�oR!°•• N.vFsncE Fc 34776 *ft 'i�;SIONnI. /0„r,80,,� SERIES 770 ALUM.SGD-LM IMPACT aewwx ads• are,c o,..�yxs a^' A.LYNN MILLER,P.E. �11-0110�114 ' QwCERT.OFAt4TH.N2BYed ® SOD•770 HITS 15 d22 PGT0130 P.E.#JR CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ( , INSTALLATION DETAILS'G%&'Ge,SHEETS 12&13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18; pL0' JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH /-18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Ave&'Ac',SHEETS 12&13 SHEETS 12&13 TYP 'GW&'Go',SHEETS 12&13 SHEETS 12&13 gp° EXTE IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PTAYPE INTERLOCK DETAIL M',SHEET 19 R' 'L' 'D' 'A' TYPE TYPE MAX. MAX. A, 'CS' OS' K, 90°OUTSIDE CORNER / NOM. / / UNIT / UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. / I HEIGHT CORNERANCHORAGE / WIDTH TYP. PER 'D',SHEET / PANEL � PER MAX. SEE TABLES M X.� / SEE SHEET 11 PER 18; WIDTH TYP. TABLES DLO NOTE 2, 1-3 DL'O NOTE 2, HEIGHT TABLES 1-3 INSTALL PER SHEET 15 13 INTERIOR SHEET 16 DETAILS HEI HT TABLES 1-3 'Dw'&'DC', , EXTERIOR O �x x SHEETS 12 1�.3. NOM.PANEL &13 , � X WIDTH TYP. ( � X X PER TABLES MAX.UNIT WIDTH ►1 MAX.UNIT WIDTH 1 3 SEE FRAME& PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& 1 L2,SHEET 19] INTERLOCK DETAIL V,SHEET 19 'Id,SHEETS 12&13� HEADER DETAIL ( 1 'B',SHEET 18; JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET HEADER DETAIL V,SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Hc',SHEETS 12&13 'Jc','KW&'Kc',SHEET 14 DETAILS'BW&'Be', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 'CW&'Cc',SHEETS 12&13 I+ MAX.UNIT WIDTH Imo- MAX.UNIT WIDTH �I -----i` PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE M' F' F' IF, 'R' ,L, 'M' 'F' i MAX. MAX.UNIT NOM. i NOM. UNIT & i lioinplyW idl o HEIGHT PANEL °z a I / / I / HEIGHT / / PANEL / ildlWn odwldtOw Floridc PER WIDTH TYP. a I / / WIDTH TYP. / PER a id ng Coda TABLES MAX./ /SEE PER / s�s I SEE MAX. PER TABLES �pplenceNo 1-3 DLO TABLES 1-3 3 I DLO TABLES 1-3 1-3 npwti nl/3mc 7� NOTE 2, $a I OTE 2, HEIGHT w i HEIGHT �de SHEET 15 rn I SHEET 15 trliamiDadaProdh�tl�tml O X x x X O \\ 0�j1 IYNN I EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;- EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; ✓ `fie. No.55'105 t (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS ` 7t �zm= Ew'&'Ee,SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 = p: oo - Rewa,: ow R.w�c+: o,,,yr• '•. "" �;I.S:' <U, STATE O a PIMA- 1070 TECHNOLOGYDRIVE EXAMPLE ELEVATIONS O� ''•.,F(ORIO�•'' ; N.VENICE,FL 31276 rear ,i`,S •""' �� asR 104,pe'l1� SERIES 770 ALUM.SGD-LM IMPACT �'�;S�fON A\- sneswat sae' — ua.ta R°. A.LYfft{�ILL�R,P.E. SJR 10/10/14 �� CERT.OFAOTH.l12028# ® S00.770 NTS 16 d 22 PGT0130 P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER STILE W/HANDLE BOX OUT BOX IN 90 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE WI HANDLE W/HANDLE WIHAND118 0118 W/HANDLET' W/HANDOL3E' #12 ffill* #61�0 SINGLE � F PP K TR TQ TC TA TV TW INTERLOCK OUT (�X SINGLE 8 E P A NTERLOCK 'C C IC SQ SC SA SV SW I IN 0wom OwxBO FIXEDRR R S S FD FC W/HANDLE FV FW STILE Moxom) (BOX09 LOCKSTILE D M J. J LE (BOXOm) (BOX MJ a ASTRAGAL / p PANEL NOTES: Box our L!� W!HANDLE (BOX&M 1.SEE DP TABLES 1-3,SHEETS 6.8 FOR PANEL FT- ASTRAGAL [IffA 1 SIZES&DESIGN PRESSURE. BOX IN /V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W_I W/HANDLE MOKPOPANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL T STILE EXTERIORAND ARE NOT AVAILABLE. BOX OUT STILE 3.90*ASTRAGALS TO USE HEAVY-DUTY STILES (BOxom) (Boxom/ (11161),CORNER RECEIVER(#118)AND EITHER ASTRAGAL T / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX IN / lJ APPLICABLE STILE=/ASTRAGAL REQUIREMENTS. ASTRAGALS. J (BOX 08 (BOxPO 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES IN LOCKS R RT CI 90 LOCKSTILE (#61)AND CORNER ADDON(#31). w EXT CORNER SILL RISERS OPTIONS 232" �'1f'� 232• Z EXT CORNER QT Q^ 90 HANDL ILE J a232' EXTERIOR Q W/HANDLE 011 EXTERIOR .062• (" EXT CORNER + wT w wT I ? .062'9D RECENER /V' /V•V` C'^ Iy082, 4.055'W/HANDLE 'INTCORNERAT AV DF 1 68 •90RECEIVER Wl HANDLE EXT CORNER 6116 ^SILL RISER,FLAT' 2D SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVERCF FLUSH,1-1/2" LOW,2-1/2" 22 MEDIUM,3-1/4" 2d HIGH,4" 81 --►1 lam— .760'PRODUCT RENEWED EXTCORNER + 760' 0.complying will the Fblids 135 RECEIVER VT VS VF EXTERIOR Building Codd W/HANDLE 061 —may .760' EXTERIOR .062'AMV%nce NO • INT CORNER EXTERIOR EXTERIOR I .062' 35 RECEIVER WT WS WF a-'j 906' a .062• a 4.055' .. W/HANDLE p81 _ -+— .082' 2.555' 3.305' Miami 17n4r Pn 1 1.567• SILL RISER.BOX21I' SILL RISER,BOX SILL RISER,BOX SILL RISER.BOX 19'FLUSH,1-1/2" LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" i(: N0.56705 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 rm dW. o anxta,u: '��••: S q EOf '• fO70TECHNOLOGYDRNE PANEL TYPES %C,c'••.,F�ORIOP.••'�j�`.` Rnbbe: N.VENICE,FL34275 ma iii/�SS' •"" `irk: /80f/480-16W SERIES 770 ALUM.SGD-LM IMPACT wvxney. tmm: Dula s.rtswcax sor sex -..taxa ar A.LYFIPI�IILLAF�,P.E. JR 10110114 CERT.OFAIRN.AY8296 ® SGD-770 NTS 17 a12z PGT0180 P.E.058705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART FULL LENGTH 14 768107-110 77 1106 OFJAMB e6 � BO OR 6118 6 G1 OOR 61 2-TRACKJAMB CDC 2-TRACK JAMB (SHO HN 6 SEE DETAIL G1 6"LONG CLIP#105 FOR FIXED105 W/RETAINER#106 OPERABLE PANEL CLIP LOCK PART MIDSPAN (SHOWN WITH PANEL) 60 758107-710 FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 703 113 76 8 707-110 103 FOR FIXED 5 BO OR 61 AEXTERIOR PANEL CLIP 103 14 v 15 5 ® 0 ® 76 17 #lox 3�a•k123FULL LENGTH Gz GaSMS,X 3OFJAMB 2-TRACK JAMB 40 2-TRACK JAMB ,�L EXTERIOR �.yEXTER10R60 OR 81n EXTERIOR EXTERIOR CLIP#80 OR#105 51 52 W!SCREEN VV v IU6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACKJAMB (SHOWN WITH H7 (SHOWN WITH H2 (SHOWNWITH (SHOWNWITH 12 (SHOWNWITH MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) B0 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,59XTERIOR IDEXTERIOR 2 �// 112 1 3 4 45 5 113 5 113 5 52 61 69 EXTERIOR 69 EXTERIOR 59 EXTERIOR 53 SHOWN a a a a3-TRACK MAX.UNIT OPT.SCREEN FRAME HEATH ja�2-TRACK D REEN NQP FRAME HEAD %,VF ME HAD HEIGHT PER TRACK TABLES 1-3 53 60 69 69 52 57 EXTERIOR EXTERIOR 72 OR 73 a 72 OR 73 a 72 OR 73 RODUCI•RHMSWED 46 77 u mniplying veldt tho Plor(d� 113 9 10 Duildl�Ca& �Q 11 11 Aweytmce NO / v 48 47 0 8 E i wt EXTERIOR 712 6 113 113 �•_...,-_ a 6 5 h1inmiO.vleP 1-vPIT 1-YNN 414 ® 2-TRACK W/SCREEN ®3-TRACK ®4-TRACK ``r .',%CENSE'•�Fp FRAME SILL E FRAME SILL p FRAME SILL %< 'Y' No-58705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. 'ro ' 0,j 3„�ISfay Rv,W8/'+ Onlx ReHibn: ti i�O 5 ATE f "Ji.Z: 1N.VENICE,FL GYSDRNE VERTICAL SECTION DETAILS :�c�. F<oR1o�.•'',���; m Re iWnaSERIES 770 ALUM.SGD-LM IMPACT (sat}aaa-Iron sabsumo� say. anoa� a..*axa R.r. A.LYNN M�L��R,P.E. O—.By. 0a�"' C""By Dew CEREOFAU7H42n1Br ® SGD-770 NTS 18 w 22 PGT0130 p.E.q 68705 JR 10/10/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 713 118 *ill 28 7 30 11 i, 113 27 83 103 62 111 83 66 OR 61 60 OR 6129 14 120 655 �T90° EXTERIOR 10, y EXTERIOR 171 82 INTERIOR EXTERIOR vv EXTERIOR ®P-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS (� (� INTERIOR j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY `r 90° v qR7 qR7 LOCK PART 60 OR 81 76 SI 107-71 75&107-11 81 758107-119 6 INTERLOCK 14 113 i BU � 60 %t-ERIOR � 81 118 I t 5 EXTERIOR 113 113 ° 11 113 703 119�EXTERIOR 7 67 90-INSIDE L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES 61 N1 2,' RACK SHOWN AL#68 jja90'OUTSIDE CORNER N2 2-TRACK SHOWNER (HEAVY-DUN STANDARD ASTRAGAL 467 16Eh HEAVY-DUTY 'ITEM SH STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 76&107-116 4 INTERIOR 6 6 4 INTERIOR 135° PRODUCE RET1gWF•D 11 as eotnPlft with Ilse Florida 7 Building O 14P�5EXIERI.R 5° AaepranceNo ��103Expi Date61 32 61MiomiOnde ... ..O PAR17o 31 103 81 .TI,EXTERIOR 14 11 7 6 � ON, vY/ ® R 02 2-TRACK SHOWN4�GENs( 9 E 135°OUTSIDE CORNER y;�: Ot 2-TRACK SHOWN _ No.50705 R.WW.. MW RMiMe d.°tiae �'b•• 1076TECNNOLOGYORNE HORIZONTAL SECTION DETAILS,CORNERS •'•, s n+.or RaWfir DO N.VENICE,Ft&276 a+e %'<�.s••FlOR10?; r�G; w�• R*— N.VEN�16ap SERIES 770 ALUM.SGD-LM IMPACT /,, ' e^vae* M' ROY ALYMIA14t:90. E. °—R'' o°d' CERT.OFAUTH.#29296 ® el SGlY770 ACTS 18 ^�22 PGT0f30 P.E.#66705 JR !0/f0/f4 Item PGT PGT# Description Item PGT PGT# Description NOTES: Dw .# Dw .# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 56 QUANEXITRUSEAL OURASEAL SPACER(COMPOSRE 2 17303 817303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICAIIT) 2)ITEMS#33-39,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 60 17325 817325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17328 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 02 17327 617327 INTERLOCKADAPTOR 6 1 17317 617317 IFRAME HEAD/JAMB ADD-0N 63 1225 9FP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3/16"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328' INTERLOCK SCREW COVER ANCHORS QO 24"MAX.O.C. 9 17307 017307 3-TRACK SILL 67 17329 017329 ASTRAGAL 10 17310 617310 4-TRACK SILL 08 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 017313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 617315 FRALIE SILL SCREEN AOD-0N(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 617316 FRAME SILL SCREEN ENDADD ON(SEE NOTE 3) 71 1695 71695 .1-112"X 1"X3/4"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STI.ROLLER ASSY. 15 17302 617302 2-TRACK JAMB VMH SCREEN RAIL 73 8153 76153N TANDEM NYLON ROLLER ASSY. 18 17308 817308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 17 17311 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17322 617322 SILL RISER-FLAT,FLUSH,1412' 76 71032XIFPFX 410-32 X 1'FL.SS SCREW W/TYPE'F"TIP 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2" 77 7103239 1032 STEEL ZINC U-NUT 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 79 17357 617357 1"16 BEAD 21 17318 617318 SILL RISER-BOK LOW,2-1/2' 80 17359 617359 7110"BEAD/FWD PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-174° 81 17360 617360 9116"BEAD 23 17354 617354 SILL RISER-BOX MEDNM,3-1/4' 62 1224 8TP247K VINYL BULB WEATHERSTRIP 24 17323 017323 SILL RISER-FLAT,HIGH,4- 63 01745 1745 LOWE INC.1/2'X 1/16"SGL SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4' 100 8052 480.52_ ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET P-HOOK 101 72087 .AMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUST PLUG 28 17334 017334 POCKET P4400K MOUNT 103 8186 7818SX: 1-KEEPER 29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P4100K FOR BOXRISER 105 17344 017344 FNED PANEL CLIP-6"LONG 31 17378 617378 135CORNER 108 17352 017352 FUND PANEL RETAINER-9'16' 32 17376 617376 135 FWD MOUNT 107 1739 71739; HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78102SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE K(T-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)G4PPSOAX#10X3/4"PH.PN.TEK-S.S. 43 8162 68152 SCREEN INTERLOCK ADAPTER 112 1235 67516' WSTP,.270 X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE NTERLOCK 113 1712 64066' .187"X.230"FNSEAL 45 4317 612256 SCREEN TOP RAIL 114 710X115P X 010 X 1.1/2' 46 4318 812267 SCREEN BOTTOM RAIL 115 710)FPT #10X1° 47 668 7SRAZ STANDARD ROLLER 116 720XIX #14-20X1'S.S. PRODUCTRENBWBD 48 668 7SRAX STANDARD ROLLER-ST.STL 117 720XI12X #14-20 X 1-1/2'S.S. BwldLn tyhedc the Florid Bu11dN8 Code 49 4344 64344 SCREEN ASTRAGAL 118 17338 017338 90 DEGREE CORNER RECEIVER Acceptance No 60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337- 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL Bx X20 51 1692 61692 SCREEN SPLINE-.165' 120 173386117338 90 DEGREE INSIDE CORNER ASTRAGAL gy 52 ISM 61694 SCREEN SPLINE-.150' 123 173521 617352 JfMD PANEL RETAINER,7/8 Miami DI, {'(44ut�1Gryttral 53 61816020 SCREEN CLOTH \�\ �I LY N N 54 1725 112'X4'X1/16"SET.BLOCK,NEOPRENE 853/5 �� `Z`� '•fit` 4 \GENS 55 1728 1'X4°X 1/18"SET.BLOCK,NEOPRENE 85+/5 / '•, NOTES: No,58705 1)ALL ALUMINUM=6063-T6Z•- ., 2)ITEMS#33-39.67-59,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. R.WW. crude R tk-. a.nw :�O'•. TAATE 1070TECHNOLOOYORIVE PARTS USTFCOR1'DN N.VENICE,FL 34276 r[e ��/i-S�sl•""". °i ("IY80 wo SERIES 770 ALUM.SGD-LM IMPACT �Nt�tL\\\` g"� °fix" n"r. A.LYN�611LLER,P.E. SJR 10/10/14 CERT.OFAUTN.929768 ® SOD-770 IUT$ 2a a 22 POT0130 P.E.068705 5.069" 8.562" - --1 1.36" 1.36" 0.080" 1.872" - 1.505" 1.211" 0.081" 0.062" 1.019" 0.081" 0.081" 1O2-TRACK HEAD 10 4-TRACK SILL SCREEN (6083-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.059" 0.080" 1.045" 1.211" 1.505" r y 1.993" 0.062- 0.081" O2-TRACK HEAD W/SCREEN TRACK-L O3-TRACK SILL (6083-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 SCREEN (8083-T6 AL) TOP RAIL 6.22 7 105" 2-TRACK JAMB W! M 1" 16 (6063-T6 AL) SCREEN TRACK 0.080" f (6063-T6 AL) � 1.38" (+- 1.5105° 0.876° 1" J •--�•I 1.36° �--• � I 1.993" 0.081" O3 3-TRACK HEAD Oe 2-TRACK SIL W/SCREEN TRACK 008L 0.062" (6083-T6 AL) (6063-T6 AL) . 1" SCREEN 4e BOTTO11 M RAIL (6063-T6 AL) 9.142" i 4.40.081"3 �l -� 40.080" 121" 1.505" 7.105" A8° 0.081" 9.141" O4 4 TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) 0.060" RODUCFRENEWED 1.514" �� eompllin8 with&o Florida 0.062" awidingCade .O Avcpii N0 0.5C�a'o 1.260" 32" 0.760" be Ume y 0.060" 1.990" 83 1_ 1.518° nTinmi Dade Fr <o FRAME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN LYNN M!77jii OO ADD-ON 0ADD-ON 1s END ADD-ON 16 3-TRACK JAMB ON (6063-T6 AL) (8063-T6 AL) (6063-T6 AL) (6063-T6 AL) ��.•'\\DENSE FP REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS is i OR 3/16°MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB _ tJo.58705 SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (8063-T6 AL)r.vd BY Dab: R"WUv: ''� f O �•�U� o� neneonz 10707ECHNOLOOYMVEFff. EXTRUSIONS '�,� F,ORIOp,.'`Cl) N.VENICE,FL 34276W. '���S'"I'll".. "I'••,• �\11 SERIES 770 ALUM.SGD-LM IMPACT %7,7 ION& _ + sum °1O°� °1Y�o"�' ea.-. A.Lflif•1dlILLE'f3,P.E. SJR 10/10/14 oyez CERT OFAU7H.028286 600.770 NTS 21 a 22 PGT0130 P.E.#68705 0.718" 0.83" 2.304" 3.802" 1~ � 3.802" =I --A 0.752" �� 0.752" 0.885° 0.574" 0,796" 1.163' 0'062" 0.080" 0.062" 1 FRAME SIL � P-HOOK MOUNTING 0.233.1 PH�SCREW 0.075" O5 FRAME COVER l l TRACK 28 P-HOOK 28 ADAPTOR 2g COVER 0.080" 30 P 063-T FOR BOX RISER (6063-T8 AL) (6063-T6 AL) (6063-T6 AL) (606M6 AL) (6063-T6 AL) (8083-T6 AL) (+ 4" .155" 4" 2.30" W1.41818"0.080" 0.830" 0.062" 1.600 0,133" 1.600 0.062" - 1303" .0800" 1.888" .016" 0.325" 1.974" -► 2.44" 3.125" Imo- 3.125" 0.062" S37 135°CORNER 32 1INTERLOCK INTERLOCK 35°FIXED MOUNT 80 STANDARD STILE 81 HEAVY DUTY STILE 62 ADAPTER 55 SCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) (6063-T6 AL) (6063-1'6 AL) (� 3.979" 3.979" 4.125" 0.062° 1.304" LW 1.050° 1.050" I+ 1.050" 0.075" flUL0.075° 1.645"1.645" 045" 6��.045" � 485° 0.126"" 0.281" fes- 3.25w _� 045° GLAZING 7/16"GLAZING 9/16"GLAZING 67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 89 T 063-T6 L) RAIL 79 BEAD e0 81 O O O O I.O. OBEAD,FIXED BEAD (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) 6063-T6 AL ( ) PANEL CLIP (6083-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" 5.821" 0.757" 0.080 0.059° L RODUCf RF.MW E-D 105 FIXED 0.709" PANEL CLIP 2.893° 0.133° coiaplyingtvlthThe Florida 1.498" 0.133" 1.498° uildingCbde (6063-T6 AL) acptrncoNo :�sb 0.080" 01 L1�0 .550" J 0.863 FIXED PANEL 5.621" 4" 7ionlDxdePioductcomml 0.709" 123 RETAINER,7/8" I 120 90°INSIDE CORNER ASTRAGAL 2.828" -�I O OCA •...... n9//,���i�: 0.080" -►I� (8083-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6083-T6 AL) J�ENSF •,? , FIXED PANEL 118 90°CORNER RECEIVER (6063-T6 AL) 105 RETAINER.9/16" (6063-T6 AL) _ !r NO,50'105 (6063-T6 AL) r+anae�: au: rs°Hsw,s: ,'O •�'� J � S Ifa, 1070TECHNOLOOYORNE EXTRUSIONS �:pO TE Op,,,•' � _ LOW C9: (941)480-f6W'z7e SERIES 770 ALUM.SGD-LM IMPACT W ''i,S'S/ONAV• �: LYS' RTft41i• � \ ��� cnoona �� ® A.L11NP ULLE9,b�E. JR 10/10/14 CERT.OFAUTH.#MW 506770 NTS 22 22 PGT0130 P.E.p 5870.5 M IAM I.DADE AIrArVII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONODIIC 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.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of-die 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"CA-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details—LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-i,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 MfAMI•DADE COUNTY Expiration Date: April 11,2018 Approval Date: April 11,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details --- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, 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,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite a PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER `}�, 1. None. �J Manuel erez, Z� Product Control Ex mh r NOA No. 12- Y8.09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 6118'LAAIINATEO )1 I� 7118'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK —YI I GLASS STACK CASEMENTWINDOW DESIGN PRESSURE RATING IFORLA ATINO VARIES, RATED FOR LARGE&SMALL 1/8'ANNEALED .090'DUPONT 3116'ANNEALEOOR .ppp'DUPOMSGP SEE SHEETS 1519 MISSILE IMPACT RESISTANCE Goss 13UTACITE PVB HEATSTRENGTHENED 3118-ANNEALEDOR 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 1I6'ANNEALED I HEAT-STRENGTHENED VELOCITY HURRICANE ZONE(HVHZ). 37'WIDTH EXTERIOR 39 i GLASS EXTERIOR 38 GLASS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE 25. 3476'MAX.O.C.IF WIDTH IS 11116'GLASS BITE 38 11118'GLASS BITE 4'MAX. OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.476'(HEAD&SILL y _ f l , 3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DAOE B,SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so 60 EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X 1711" GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED \ J MAX. 71VNOM. 718'NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-M"THICK OR A A.SEE O.C. GLASSSTACK 6ftB'LAhuNATED GLASS STACK 7116*LAMINATED GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 GLASS STACK ~ GLASSSTACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ Ua.ANNEALED Gwss 3116•ANKEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 7liVAIRSPAc v4"AIRSPACE HEAT-STRENGTHENEO GLASS \ 6MAX. 060•DUPONT � 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING O.C. 116'ANNEALED OR BUTACRE PVB 3116"ANNEALED ,pep•DUPONT SGP TEMPEREDGIASS OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON \ 1/8•ANNEALED GLASS 3118'ANNEAIED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 6g" / USE ANCHOR GLASS 38 i HEATSTRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE J \ PAIR AT EACH EXTERIOR ExrEwoR SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT I��,V// rC JAMB IF SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHT IS 37 11/16'GLASS BITE 37 I 11116'GLASS BITE INSTRUCTIONS. (DLO) / / 26'OR OVER O 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 7(' APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 32 50 31 32 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 7)DESIGN PRESSURES: / GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, 7W NOM, FRAME ANALYSIS AND GLASS PER ASTM E1300. / GLASS STACK 7116'LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU �I GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 I 31WANNEALED OR 1 1/4'AIRSPACE EAT-STRENGTHENED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 3N6'TEMPERED .060•DUPONTSGP WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THEGLASS 3f16•ANNEALED OR 33.1/346 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS T B 14-1M'MAX.O.C.IF WIDTH IS HEATSTRFNGTHENED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4"M) • J 33.476'&OVER(HEAD&SILL) GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER EXTERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE �] BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) '37 11/16'GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL CASEMENT WINDOW 31 50 32 4PPmved es camplylog xith the Florlds aldin Cod, TABLE 1: GLASS TYPES 8&9 nate. 11 1 1 11 rj0Af1_t 7 Glass Typos Sh801# ��ON"( LYNN ��.,�/ Revised By: Dole: Revision: At MI de Protlac 1 6116'Laml(1/8 An-.090'PVB-1/B An 6 GENERAL NOTES.............-..............1 �C��.•'•VICENSF''•�F.p Revissd By: Date: Revision: 2 7/16"Laml(3/16 An-.090`SGP-3116 An) 6 ELEVATION.....................................1 y�:• '•,�� � 3 7116"Laml(3/16 HIS-.090*SGP-3116 HS) 7 GLAZING DETAILS..........................1 No.58705 4 718'Laml.IG(116'An-7/18"Air-1/8"An-.090"PVB-1/8"An) 5 INSTALLATION................................2 _ ® Description: Drawn Dy. 5 7/8'Laml.IG(1/8'T-7116"Air-118"An-.090'PVB-1/8'An) 8 ASSEMBLY TUBE DETAILS-...........3 ANCHOR SPECIFICATIONS............4 3 IS l3 �= GLAZING DETAILS J ROSOWSKI 6 7/8"Leml.IG(3118'An-1/4'Air-3118'An-.090'SGP-3/16"An) 9 ANCHOR QUANTITIES.._.................4 7 7/8'Lami.IG(3/16°An-114"Air-3116"HS-.090"SGP-3116'HS) 7 DESIGN PRESSURES......................6-9 :�'�-'• FTA E o '•�` 1070 TECHNOLOGY DRIVE 7711e: Date: Lemi.IG(3/18"T-1/4'Air-3/16"An-.090'SGP-3116"An) 9 ASSEMBLY DETAILSIBOM...........10 �iss/•��R� (j``� N• VENICE,©OXF 1529275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 Lemi.IG(3/16'T-114"Air-3116"HS-.090'SGP-3116'HS 7 �i,� NAL 1 L 1�. NOKOMIS.' FL 34274 Sories/l.fotlel: Scole: Sheet: Growing No. Rcv: A.LYNN MILLER,P.E. CERT. OF RUTH. #29296 CA-740 NTS 1 OF 10 MD-CA740-LM P.E.#58705 INSTALLATION OPTION 1 EDGE �7 INSTALLATION INSTALLATION INSTALLATION ANCHORS DISTANCE I �I— EDGE DISTANCE OPTION 2 OPTION 4 I INTO 2X WOOD. INSTALLATION ANCHORS INSTALLATION ANCHORS CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIRED PER PER ANCHOR TABLE 3,SHEET 4 2 EMBEDMENT REQUIREMENT BUCK WIDTH ATTACHED TO 82 t 1YP.ANCHOR 1/4•MAX 15 18 FRAME SILL 10 11 TYPE, SHIM ATTACHED TO EMBEDMENT i> VENT SILL 89 13 N12 STEEL ANDEDGE ^ ';'� O 8 80 12 83 SELF-DRILLING 5 1 DISTANCE PER 32 33 SMS,SEE TABLE 22 23 SUBSTRATE, 20 3,SHEET 4. 4 SEE TABLE 3, ¢ SHEET 4. } 3 60 EDGE0 18 84 DADE APPROVED 8 DISTANCE MULLION,ALUMINUM, 38 38 3537 O L e STEEL FRAMING OR r STEEL SND. ATTACHED TO 82 82 ATTACHED TO VENT SILL 81 I �+ I 35-37 FRAME JAMB L 13 EMBEDMENT 2IIS 1 4 VISIBLE LIGHT WIDTH(DLO) 3 6 83 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHED TOSEE TABLE 4,SHEET 4. _ VENTJAMB L OPTIONAL ADDON WINDOWWIDTH 12 FLANGE @ HEAD, SILL&JAMBS HORIZONTAL SECTION A-A WINDOW 81 11 SEE DETAIL EGRESS FORMULAS: Al,BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13-1@ HEIGHT JAMB NOTES: __ NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 VISIBLE 8-11", 4 10 HARD- E 1)USE ONLY SUBSTRATE-APPROPRIATE 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGEt ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION(DLO) OPTION SHOWN MAY BE USED ON ANY �� t6' N TALO ED THROUGH THEE HEIGHT:WINDWVHEIGHT 7 HEIGHT SIDE OF THE WINDOW. / / — -- - WINDOW FRAMES AT 10'MAX. ATTACHED \ / FROM EACH SIDE OF THE FRAME TOFRAME 2)ALL WOOD BUCKS LESS THAN 1-112' ASSEMBLY TUBE CENTERLINE. r JAMB THICK ARE TO BE CONSIDERED 1X / SEE TABLE BELOW: ATTACHED TO I (� INSTALLATIONS.1X WOOD BUCKS AREFRAME JAMB L ® 89 OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS —� — 10'MAX. AWRIonai Anchors Required an each ATTACHED TO DEPICTED AS 2X ARE 1-IPP THICK OR TLI �'SEE DETAIL A2,BELOW Side of the From Assembly Tbbo(FAT) GREATER.IX AND 2X BUCKS(WHEN USED) F Window Anchorry VENT JAMB SHALL BE DESIGNED TO PROPERLYI LL Width A B.C&D TRANSFER LOADS TO THE STRUCTURE. I 17'-22.9' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ 23•-25.8• 0 1 38 39 IS THE RESPONSIBILITY OF THE ENGINEER 26'+ 1 1 63 OR ARCHITECT OF RECORD.MAXIMUM Window Anchorrype 17 SHIM THICKNESS TO BE 114'. n Helghl A B,C&D 20 15 18 17'-22.9' 0 0 82 DETAIL DETAIL 23'-25.9' 0 1 21 Al A2 x 26'4 1 1 Avp v dr isde coOCoyMBkllhIke Flor8 80 I l u WAN 1 19 84 1XWOOD � Y LYNN ���� Rev sed By: Dales: Rovisfon: A ml Dade Fmdutl yWip( BUCKSTRIP, �� pN,,....,•�// y� J SEE NOTE 2, ������.•'`1C[NSP F �� By. THIS SHEET. Q' Revised By: Dole: Revision: TT Tt �^ 1/4'MAXSHIM No.58705 '. .' .• T� _ ® Do-4pli— Drown By: EMBEDMENT " ° uryry :a= CROSS SECTIONS&INSTALLATION J ROSOWSKI CONCRETE %� 31«l3 LU= STATTE FF /(/� 1070 TECHNOLOGY DRIVE Tills: Dale: REQUIREMENT .,: ,. i��`S'•F,CORIDF:,•'G\?� N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 529 1 INSTALLATION OPTION 3 yyyy;S�OIVAL E�.`� NOKOMIS,FL134274 Serie�Ladch Scale: Sheol: Droning No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ALYN� IILLER,P.E. 1X BUCKSTRIP INTO MASONRY. p.EJ166705 CERT. OF AUTN. /(29296 CA-740 NTS 2 OF 10 MD-CA740-LM CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) npptoecd as c01,1111 BWill 10.9 hr- Cole ldln I10',SEE NOTE 7,THIS SHEET _ ury Dule r FIGURE 1: - FIGURE 2: 740 SERIES/'� D Inml D de Protluet (nrl AWNING C C WINDOW )Jy WINDOW -D FRAME HEIGHT ASS MBLY FRAME ASSEMBLY TUBE NOTES: \ \ / 10',SEE NOTE 7, r —D 1)DIMENSIONS SHOWN ARE THIS SHEET � 740 SERIES \ TIP-TO-TIP DIMENSIONS FOR EACH —CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT 0 WINDOW / WINDOW / SHOWN,ROUND UP TO THE NEXT I I AVAILABLE WIDTH OR HEIGHT r- 740 74 WIDTH 0 / / DIMENSION SHOWN ON THE TABLES. z°Q SERIES FRAME SERIES ^E V CASEMENT ASSEMBLYCASEMENi FRAME 2)ANY 740-SERIES PRODUCT :as °� ❑ WINDOW TUBE WINDOW - - ASSEMBLY, (CASEMENT,AWNING OR FIXED a � 2 8 / ►-E TUBE CASEMENT)MAY BE ATTACHED TO .__I J THE FRAME ASSEMBLY TUBE.FOR t / ALL WINDOWS,USE THE WINDOWS N Q 740 SERIES �-• F-• FIXED WINDOW* I FOR ANCHORAGE,SIZE AND W J I DESIGN PRESSURE LIMITATIONS. O ❑ Q� 0 u \ 'SEE PRODUCTS NOA FOR - - 3)ALL WINDOWS IN THE :=00 W W 8 co INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO g _ ❑ y 740 SERIES INDIVIDUALLY COMPLY WITH THE CASEMENT EXTERIOR REQUIREMENTS OF THEIR U) WINDOW fl / RESPECTIVE NOA J ❑ Z V m. a 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE Z FASTENED TO WINDOW,AS SHOW W AWNING CASEMENT cn FOR SINGLE UNITS: WINDOW WINDOW DETAILS,WITH MIN.#12 X V SHEET Y METAL SCREWS.USE THE SAME TA (q Z O 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE THROUGH FRAME OPPOSITE FRAME MEMBER. 0 W I1J a n AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY w Q 5)THE FRAME ASSEMBLY TUBE MAY �' ASSEMBLY TUBE $ O V (� \V 2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 62'IN LENGTH(AS USED „ .y Q b AND SUBSTRATE,DETERMINE INA 83'FLANGED WINDOW)OR BE o YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE OR CROSS o f5 V `x TABLE 3.SHEET 4. 1'SMS 1'SMS CONFIGURATIONS. THROUGH 740 SERIES THROUGH 3)FROM SHEETS 6.9,FIND THE WFRAME NSTALLATION CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS WINDOW HOLES SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CUPPED TO a N a FIND THE PRODUCTS DESIGN THE SUBSTRATE.ALL EXTERIOR `"m 740 SERIES o PRESSURE FROM THE TABLE JOINTS TO DE SEALED BY INSTALLER. u. CASEMENT EXTERIOR oLABELED'DESIGN PRESSURE WINDOW WINDOW 740 SERIES i.00'rri a (PSF7 FOR SINGLE WINDOWS,ALL 15 TUBE FIXED 7 FOR ALL COMBINATION UNITS, ANCHOR GROUPS'. EXTERIOR EXTERIOR ) w- _ CASEMENT ADDITIONAL INSTALLATION ANCHORS r w Q 0 0 WINDOW MAY NEED TO BE INSTALLED 4 DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C \� o °'o r THROUGH THE WINDOW FRAMES AT o z z w TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE C SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: \ILL\ Ilfll DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Addlllonal Anchors Roqulnd on each TABLES. p FROM SHEETS 5.9,FIND THE SHEET FOR YOUR GLASS TYPE. Side of(he Frame Assembly Tube(FAT) `1��,(,ONS.••••••.d/�C� �i�, 5)USING THE TABLE LABELED ) F WiMmv Anchor po \T,•' 1,\CENSF'•.F,p ' 'WINDOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PS19 FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLYTUBE- OR-DESIGN u Width A 8,C&D lY (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS $ 17'-22.W 0 0 _ No.58705 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23'-25.9' 0 1 _ jX NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26'+ 1 JAMBS OF YOUR WINDOW. Windmy Anchor Typo ;�••, 3 lV13 8 INSTALL AS PER THE 4)USING THE TABLE LABELED'W/NDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF a Hol9hl A S. C 8 D O ST TE OF YOUR WINDOW. - � FLORID P.•c" INSTRUCTIONS ON SHEET 2. 17'-22.9' 0 0 i �. 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE •g 2''25.9' SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 3 20'+ 1 1 �'ey1 E TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations Window Widthn appmred nn complYlaglrilh Bw P) Glass Typo: Florldn .1 under Corp VAnlnh' 23' 25-15118' 27.3/4' 30' 33.112' 35• 37• PVB SGP Date Anchor Group Anchor Group Anehor Group AneMrOroup Anchor Group Anchor Anctar Oroup ty0A0 C&D A B C&D A 8 C&D A B C&D A 8 C&D A B C&D A B C&D l<YPes 1,466) (Types 2,3&69) 0 snP to PrcduclJamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 63'end Nona 12'max.6omunder 23' Head/318 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 _ less Required each erd&30' 2615/16' 'lamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2max O.C. Hoad/Sill 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 q q q 12'max.from 12'max.from oter63' each end&30• each end&30' °= 383!6• Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 J �• Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 p� P Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 8 8 4 8 6 4 '�• li0618' Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 1)USE THIS TABLE FOR Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 8 8 4 6 8 4 V '6 60' ALL WINDOWS PER THE a i Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: 8 ELEVATIONS ON SHEET 1. N u 63' Jamb 6 6 8 8 8 8 8 8 6 6 8 6 6 8 6 6 8 6 6 8 6 DIMENSIONS SHOWN ARE o Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOWTIP-TO-TIP. 72, Jamb 6 8 6 6 8 6 B 8 8 6 10 8 8 10 8 8 10 6 6 10 6 X X X1 O X N � O Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT .— .�J LL Jamb ti 8 8 8 8 6 8 10 8 8 10 8 8 10 8 8 10 6 8 10 6 SHOWN,ROUND UP TO pp 76' HeadlSill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 THE NEXT AVAILABLE X\ OO Z Q O WIDTH OR HEIGHT u 00 Jamb 6 8 6 8 10 6 8 10 6 8 t0 6 8 10 6 DIMENSION SHOWN ON o o W h HeadlSill 2 2 2 2 1 2 2 2 2 2 2 3 2 2 3 2 THETABLE. X O O X o Z yZ TABLE 3: Q Cl Z Min. Min. Anchor I/X� WMin EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116'ANNEALED SGP LAMI.GLASS, XO X 1X1 Y Group Anchor Substrate Edge O.C. Paled? Distance Distance Embedment Required? 114'MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE N F Z O 1/4"steel Ultmcon Hollow Block 1' 6" 1-1/4" No CASEMENT ANCHORS: 0 0 W --n S.Phe 516• 1" No t t O ..O � A 914,steel SMS(G5) 6083 T5 Alum. 310' 5!B' 0.050 No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. O O �O O o= W o Q or914,410 SS SMS A36 Stool 3/8' 510" 0.050 No ) P�'�y04 rc PV�O $ O .0 V 0) y V B FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED A653SIW,ec33 58' 5'8' .03;28 Ge. No AND DOES NOT REQUIRE THEANCHOR PLATE. P 4ug� o oZ uQ •� Q �U B 912 steel SMS(G5) 0063-T5 Alum. 3/8' 5/0' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. or912,410 SS SMS A36 Steel 318" 518' .050" No A653 Stud,Gr.33 310' 518' .035,20 Ge. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® o N N 2.65k Concrete 2-1/2" 4" 1-318• No 1/4•steel Ultmcon 2.85k Concrete 1• 4• "14' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' —'.1 Hollow Block 2-112" 5" 1-1/4' No 4• o r C S.Phe 5f8• 1" 1-3/8' Yes F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4•� � 4" �^{4- z m m 'a SIDE OF THE AWNING(HEAD&SILL). Z_ f N12,steel SMS(G5) 6083 T5 Alum. 318' 518" 1/16" Yes 11l,00-M O orN12,410 SS SMS A36 Steel 316" 518' X50' Yes >d x A653 Stud,Gr.33 318" 6187 .045",18 Ge. Yes o z z g S.Pine 516" 1" 1-3la" Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): / 1 914,steal SMS(G5) 6063 T5 Alum. 318" 618" 1/16" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. orN14,410 SS SPAS A36 Steel 318" we. .050" Yes 10.6' A853 Stud,Gr.33 3!8' 518" .045,18 Ge. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25• �.��1'yy 1 YNN M� 2.85k Concrete 1" 4" 1-W4' Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. \�'���•'.10ENSF C�FQ 2.85k Concrete 2-1/2' 4" 1318' Yes 1/4•steel Ulirecon D Hollow Block 2.1/2" 5" 1-1/4' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61• \ * ••,'1Y Filled Block 2-1/2" 4" 1-314" Yes — No.58705 114' 410 SS 3.35k Concrete 1" 5" 1314" No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _ r CreleFlex Hollow Block 2-1/2" 5" 1.1/4" No 3.5k Concrete 1-114' S• 014- No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. —"O •• 3 /�/3 ll/ 5f t8'steel Ultmcon Hollow Block 3-1/8' 5' 1-114 No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE _ ��;•. STATE OF •:`4,j, Filled Block 2-112" 5" 1.314" NoF�OR1nP,.• - SIDE OF THE FIXED CASEMENT(HEAD&SILL). 20 + 20 ►I ' ��J/\, ��\G NOTES: 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 25' 48' A LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.068705 FOR GLASS TYPES: TABLE 5: Design Pressure(psQ ter Single Windows,All Anchor Groups 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) %pproved,as eompglda wllh the 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) pfl eJ_o Q�tu�ldro�qj C_ ¢ I Window Width y.OA•I W` under23' 25.16116` 27-X4' 30' 33.1/2' 35' 37' h1 mID d¢PrWa tm under 23' +701.90 +701-90 +701-90 +Tor30 +701-90 +701.90 +701-90 T By 25-15/16' +701-90 +701-90 +701.90 +701.90 +701-9D +701-90 +70%90 T l' 38.318' +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701.90 WINDOW 48' +701.90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-91 HEIGHT = 50-518' +701-9D +701.90 +701.90 +701-90 +701-90 +70/90 +70/-89.2 1 60' +70/•9D +701-90 +701.90 +701.88,5 +701.80.6 +701-77.7 +701-74.3 1-I I 63' +701-90 +701-90 +701.90 +701.84.3 +701-76.5 +701-73.7 +701-70.1 WIDE�--- J 72' +701-90 +701-87.2 +701-77.7 +601-71.5 +601-62.4 +601-60.9 -/-59.3 O 78' +701-90 +7(11-84.8 +701.75.7 +l-67.3 +/-68.9 +1560 +1.55.6 SEE SHEETS 184 FOR �jf I' WINDOW ANCHOR d 84' +701-90 +701-80.4 +701-71.3 +601-621 +/-54.2 'Q LOCATIONS AND QUANTITIES. fA z°V 4 ej) c Q s Z o O TABLE 6: fn r- Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube '--I LL o � Q O M Window Width 8 OD W under 23" 2515118' 27.314" 30" 33.112' 35" 37• o o O I L Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (/j ? "H A B C D A B CBD B A,CBD B A;C&D A B CBD B AC80 B A,C&D W O under 23" +701-90 +701.90 +70'•90 +701-90 +70190 +70'-90 +701-90 +701-9D +70'.90 +701-9D +701-9D +701.90 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-90 N Z 2545118' +701-90 +701-90 +70i-90 +701-90 +701-90 +70'-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701.90 +70190 +701-90 +701-9D +701.90 +701'-90 +701-9D (� Z_ a� 38.318" +701.90 +701.71.6 +70'-90 +701-90 +701.81 +70'-90 +701-90 +701-90 +70'-90 +701-90 +701-9D +70190 +701-90 +70690 *701-90 +701-90 +70'90 +701.90 _ W ?� 48" +701.73.1 +/-57.3 +701-90 +701-90 +1-64.8 +70'-90 +701-90 +701-90 +70'-90 +701-87.6 +701.90 +701-90 +701-78.6 +701-90 +701-90 +701-9D +701-88.9 +701.90 Y F. 50518" +l-69.3 +f-54.3 +701-90 +701-90 +1-01.4 +701-90 +70/-9D +701-90 +70-90 +701-83.2 +701.9(1 +701.90 +701.74.6 +701-90 +701.89.2 +701.90 +70/-84.3 +701-89.2 W 00" +1.58.5 +)•45.8 +701.84.7 +701-90 NS1.8 +701-81.2 +701-90 +701-75.9 +T0'-90 +701-70.2 +70'-68.5 +701.80.3 +1.829 +70680.8 +701-75.2 +701-77.7 +701-71.2 +701.74.3 Z ••(� 63' +155.7 +l-036 ♦701-BD.7 +701-89.5 +1-99.3 +701-77.3 +701-90 +701.723 ♦7N-90 +/•88.9 +70'-84.3 +701.76.5 +1.59.9 +701-78.5 +701-71.6 +701.73.7 +1-87.8 +701-70.1 } ch ,`o,� W o Q •cll�.l (n utJ FRAME o •� o w V rn 10'MAX. -� I.- ASSEMBLY I TUBE TABLE 7- in m Design Pressure(pso for Windows Attached to a Horizontal Frame Assembly Tube T ® WINDOW rn Nn m B Window Width HEIGHT under 23' 2516116' 27.314' 30' 33.112' 35' 37' WINDOW FRAME y oex� HEIGHT ASSEMBLY J_. _om- Antler Anchor Anchor Anchor TUBE ADDITIONAL Anchor Anchor Group Amber WINDOW w3 . 4 Group Group Group Group WIDTH ANCHOR r-..:oQo Ali All All All B A,C B D A B C&O A 8 C B D 10'-IMAAX. (4),IF REQ. o o under 23' +701-90 +701-90 +70190 +701-90 +70f-82.V+701-60.6 0 +701•50 +701-78.5 +701-90 +701-90 +701.74.3 +701-90 # SEE SHEETS 1&4 FOR WINDOW ANCHOR 'z z W ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 111 I I I / 25-15116' +701-90 +70130 +701-W +701-90 +701.900 +701.88.6 +701-90 +70/-90 +701-84 +701-90 +701.90 ANCHOR \\ /// (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 38-3/8' +70130 +70130 +701-90 +701-90 +701-900 +70/-90 +701.90 +701.90 +701.90 +701-0 +701.90 REQUIRED FOR THE FRAME ASSEMBLY 0.**,"' ,......, �rn 48' +70130 +701.90 +701-90 +701.90 +701.900 +70190 +701.90 +701.90 +701-90 +701.90 +701.90 TUBE. �� 't;*,"'N�CNSF •.••Q i = 50578' +70/-90 +70/30 +701-90 +701.90 +701-900 +701-90 +70/AO +701.90 +701.89.2 +70159.2 +701.69.2 .�.I WINDOW'f _ ` �. WIDTH t-- ••'.'irt is 60' +701.90 +70130 +70/•90 +70138.6 +70150. .6 +701-77.7 +7a-77.7 +70J-77.7 +701-74.3 *701.74.3 +701-74.3 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR - *1 No.58705 }yam- 63' +70J-90 +70130 +701.90 +701$4.3 *701-78. 8.-6 +701-73.7 +701-73.7 +701.73.7 +701-70.1 +701.70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET _ f72' +70130 +701.87.2 +701.77.7 +701-71.5 +601-62. 2.4 +60150.9 +60!•60.9 +601.60.9 +/39.3 +159.3 +/59.3 3 FOR ANY ADDITIONAL ANCHORS �-O'•• 3 IY 113 L(/REQUIRED FOR THE FRAME ASSEMBLY STATE OF76' +70130 +70154.6 +701.75.7 +/-67.3 +158.9 .9 +/57.2 +157.2 +157.2 +/-55.8 +155.6 +/55.8 %� 84' +70130 +70150.4 +701.71.3 +601-62.1 +154.2 +154.2 TUBE. �iO'��. FCORIOP;.•' G��� NOTES: S%NAI- 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e58705 TABLE 8: FOR GLASS TYPES: nPVrovc-d na compgiag with Iho Design Pressure(psQ for Single Windows,All Anchor Groups 2)7116"LAMI(3/16 AN-.090"SGP-3/16 AN) Florida 1 I,Heti lCod 7D 13 Window Width f�OAd--1T V lel Mh IDade Product under 23" 25.15116' 27-T4• 30' 33112' 35" 37' under23' +901-130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 BY_ -� VANDOW 25.15/16' +901430 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 HEIGHT i 38318' +901-130 +9D/-130 +901.130 4901-130 +901-130 +901.130 +901430 o, 48' +901.130 +80/•130 +901-130 +901-130 +901-130 +901.130 +901.130 x& 50-51W +901.130 +901.130 +901.130 +901-130 +90/430 +901.130 +901.130 -�WINDOW 60' +901.130 +901.130 +901-130 +901-130 490%130 +901.130 +901.130 1 WIDTH 63' +901-130 +901.130 .+901-130 +901-130 +901-130 +901-130 +901-129.8 SEE SHEETS 1&4 FOR J 72" +901-130 +901.130 +901.130 +901-130 +90/-129.1 +901-122.5 +901-113.8 WINDOWANCHOR LOCATIONS AND QUANTITIES. W 76• +901-130 +901.130 +901-130 4901-13o +901-124.1 +901-118.7 +gp1-107.0 a 84' +901-130 +901-130 +801-130 +901-130 +901-116.4 Cl) i V `o 06 r O TABLE 9: r Design Pressure(psQ for Windows Attached to a Vertical Frame Assembly Tube O (9 Q L Window Wirth ° =00 W W to O M under 23" 25.15116' 27-314" 30" 33112' 35• 37" o" o O d h Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B I CBD B AC&D A B CBD A B C&D B I AC&D A B CBD W O yr under 23" +701-90 +701.90 +701.90 +701-90 +701-90 4701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +7d-90 +701-90 +701-90 +701-90 +701-90 +701-90 � o x Z p 2515116° +701-90 +701-90 +701-90 +701.90 +701.90 +701.90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 1 +701.90 +701-90 +701-90 +701-90 (y) Z 38-318" +701-90 +70'-71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +701-90 +701-90 +7d-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 W n 48" +701-73.1 +157.3 +701-90 +701-90 +1.84.8 +701.90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 4701-88.9 +701.90 F, F 50-518" +1-69.3 +/51.3 +701-90 4701-90 +1-61.4 +701-90 +701-90 +701-90 +701.90 +701-90 +701-83.2 +701-90 +79-90 +701-90 +7101-90 +701-89.2 +701-90 +701.90 +701-84.3 +701.90 n- Z O 60" +1-58.5 +/-45.8 +701-84.7 +701-90 +IS1.8 470'-81.2 4701-90 +701-75.9 +701-90 +70189.6 +701.70.2 +701.90 +701-80.3 +701-78.0 +701.90 +701.75.2 +701-90 +701-90 +701.71.2 +701-90 O Z a 63" 4(-55.7 +1-03.0 +701.80.7 +70'-69.5 +I-49.3 +701-77.3 +701-90 +701-723 +70190 +701$5.3 +I-66.9 4701-90 +701.76.5 +701.74.9 +701-90 +701.71.6 +701-90 +701-86.5 41-67.8 +701.90 k (n .90 W o Q a FRAME U w TABLE f0: 10•MAX, -�I Imo- ASSFMBLY TUBE T � � Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube T ® Window Wirth WINDOW �n,rjn WINDOW FRAME HEIGHT OLL� i under 23" 2515116" 27.314" W. 33.1/2"11 35° 3T' HEIGHT ASSEMBLY ii x 0' Anchor Anchor Anchor Anchor Anchor Anchor _TUBE U 2 6 m a Group Group Group Group Group Group Anchor Group Anchor Group - I WINDOW ICHOR AL ~>a Y All All All All 8 A,C&D A B CBD A B CBD 10'MNL �i 0110TH (4)IF REO o z z +701-90 +701-90 +70/-90 +701-90 +•701$21 +70'•90 +701-90 +701-78.5 +701-90 +701.90 +707-74.3 +7d-90 ADDITIONAL o w under 23" ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 2515116° 4701.90 4701-90 4701-90 470/-90 +701-90 470'-90 +701.88.8 +701-90 +701-90 +701-64 +701-90 +70'•90 (4),IF REO. LOCATIONS AND QUANTITIES.SEE SHEET 111 I I 1 38.318' +701-90 4701-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-90 +701.90 470190 +701.90 +701-90 3 FOR ANY ADDITIONAL ANCHORS `�� NY I.yNN REQUIRED FOR THE FRAME ASSEMBLY �� ,0•,. 48' +701-90 +701-90 +70/90 +701-90 +701-90 +701-90 +701-90 +701-00 +701-90 +70190 +701-90 +7G'-90 I WINDOW I TUBE. �,10ENSF'•.,F Z 50.518" +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70190 +701-90 +701-90 -�I WIDTH Imo' Q•;• 'P 9 60' +701-90 +701-90 +701-90 +701-90 +701.90 4701.90 4701-90 4701-90 +701-90 +701-90 +701.90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 7tc: rX F LOCATIONS AND QUANTITIES.SEE SHEET No.58705 _ 63" •70190 +701-90 +701-90 +701.90 +701-90 +701-90 +70'-90 +701-90 +701.90 +701-90 +701.90 +701-90 3 CATIONOR ADDITIONALA IES.SE = - 72" +70-90 +701-90 4701.90 +701-90 +701-90 +70'•90 +701-90 +701-90 +701.90 +701-90 +701-90 +70'-90 REQUIRED FOR THE FRAMEASSEMBLY `b•; � $'%3 �- 76" +70'-90 +70190 +701-90 +701.90 +70/•90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 TUBE. %p •• 3(r •;�W 04" +70'-90 +701-90 +701-90 +70.1.90 +701-90 +701-90 �t��•. STATE OF NOTES: ()NAI-%"` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. REA 68705 FOR GLASS TYPES: TABLE 11: Design Pressure(psQ for Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SGP-3/16 HS) Approvcd is complying with Ike 7)718"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) Markin uuirllagcale 13 Window Width • user z3• 25-1511x• z7a/a• 30• 33.112• 35• 37• 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) rtIOAd - 811000 de rod Irol under 23' +901-130 +90/-130 +901.130 +901-130 +901-130 +9D/-130 -901-130 1 jay 2515716' -901-130 +901-130 -901-130 +901.130 +901.130 -901-130 +901.130 T- By 38.318• -901-130 +90/-130 +901-130 +901-130 +901-130 -901-130 +90/•130 WINDOW 48• -901-130 +901-130 -901.130 -901-130 +901-130 +901-130 +901-130 HEIGHT x 5D-518' +901-130 +90/-130 +901-130 +901.130 +901-130 +901-130 +901-130 2 6o' +801-130 -ODI-130 +901-130 +901-130 +901-130 +901.130 49DI.130 63' -901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901.130 WINDOW I-- J WIDTH 72' -901-130 -901-130 +90%130 +901-130 +90/•130 +90/-130 -901730 OV' 76' +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/•730 SEE SHEETS 1&4 FOR 11.) 84• +801-130 4801-130 +801-130 +901-130 +801-130 WINDOW ANCHOR LOCATIONS AND QUANTITIES. ., z U ots our � o z a� r o TABLE 12: •�-- J Design Pressure(psQ for Windows Alteched to a Vertical Frame Assembly Tube LL 0 (7 Q O M Window Wiah g" Z CO W W a %� under23" 2515116" 27.314' 30" 33.112" 35" 37" o o° in Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (n A Br+701-84+7 D A B C&D B A,C&D A B C&D A B C&O B A,C&D A B C&D W 0 vim, under 2W +701-90 +70/•90 +701-90 +701-90 -701-90 +701.90 +701-90 +701-90 +701-90 +70'•90 +701-90 +701.90 +701.90 +70'•00 +701.90 +701-90 -701-9D 4701.90 +701-90 0 h Z r 2515116" -701-90 +701-90 +701-90 +701-90 +70/•98 +701-90 +701-90 +701.90 +701.90 +70'90 +701.90 -701-90 +701-90 -701-90 +701-90 +701.90 4701-90 +701-90 +701-90 1n Z to 38318• +701-90 +701-71.6 +701-9D +701-81 +70190 +701.90 +701.90 +701-90 +701-90 +701.90 +701-90 +7490 +701-90 +70'•90 +701-90 +701-90 +701.90 +701-9D *701.90 W ?> 48" +701.73.1 +lS7.3 -701.90 4!•64.8 +701.90 +701-90 +701-90 +701.90 +701.90 +701-67.8 +701.90 +701-90 +701-90 +701-90 +701-9D +701.9D +70190 -701-88.9 +701-90 ! a �• 12 50.5/8" +1-89.3 +l-51.3 +701-90 +1-81.4 +701-90 +701-90 +701-90 +70'•90 +701.90 +701-83.2 +701.90 +70'-90 +701-90 +701-90 4701-89.2 +701.90 +70190 -701-84.3 +701-90 (• Z o 80" -1.58.5 +l-45.8 +701-90 +/51.8 +70'•81.2 +701.90 +70'•75.9 +70'•90 +701-89.6 +701.70.2 +701-90 4701.80.3 +707.78.6 +701.90 +701.75.2 +TOI-90 +701-90 -70'-71.2 +701-90 QZ83° 4155.7 +!•43.8 +701.89.5 4/.49.3 +70'•77.3 +701-90 +701-72.3 4701-9D «701.65.3 -/-68.9 +701.90 +701-78.5 +701-74.9 x701-90 -701-71.8 +701.90 +701-865 +14-8.8 +701-90 �'. (n q 0 W a Q �W !W < CV FRAME z of-7 0 V rn 10-MAX. ASSEMBLY TABLE 13: to T 1 TUBE Desi nPressure 1N m g (ysq for Windows Attached to a Horizontal Frame Assembly Tube � ® o a o,cavi N B WINDOW Window Width WINDOW FRAME HEIGHT o1 under23" 25-15116• 27-3/4' 30' 33-112• 35" 37' HEIGHT ASSEMBLY O o�` F5 Anchor Anchor Anchor Anchor Anchor Anchor TUBE m-m a Group Group Group Group Group Group Anchor Group Anchor yIYY1ND0YJ1 ADDITIONAL ww oo a F~ ANCHOR �>aY A8 All All All B A.C&D A 8 C&D A B C&D 10•MAX. WIDTH (4),IF REO. o z z w under23" +70190 +701-90 +70190 +701-90 +7g/-02.1 +701-90 +70190 +701-78.5 +T0/-90 +701-90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15(18" +701-90 +70190 *701.90 +70'90 +701.90 470'-90 +701-06.8 +701-90 +701-90 +701-84 +701-90 +701-90 ANCHOR LOCA TIONS AND QUANTITIES.SEE SHEET (11111111! (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS �� LYNN 38318' +70'90 •70190 +701-90 +70190 +70'90 +70190 +70'90 +70/•90 +70!•90 +701-90 +701.90 +701-90 �1� REQUIRED FOR THE FRAME ASSEMBLY �� 0 ..•••••••.,(( 0 46' +70190 +70190 +70'-90 +70'90 +70190 +70'190 +70'90 +701-90 +701-90 +701-90 +701-90 +701-90 _ I WINDOW I-_ TUBE. `���.•'•I,ICENSt;'•.FP i 50518" +70190 +70'190 +70'90 +70'90 +70190 +70.190 +70190 +701.90 +701.90 +701-90 +701-90 +701-90 �I WIDTH r-- Q-' •'.•*�� 9 so +70190 M-7(Y-90 +70190 +70190 +70190 +70190 *70190 +70/-9D -701.90 +701-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR = *: NO.58705 LOCATIONS AND QUANTITIES.SEE SHEET - =_ 63• +701-90 +70190 +70190 +701-90 +70'-90 +70190 +701-90 +701-90 +701-90 +701-90 +70190 3 FOR ANY ADDITIONAL ANCHORS 72' +70'90 *70'90 +7(1'90 +70'90 +70190 +76'90 +701-90 +701-90 +701-90 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY •• 3 18'(378' +70190 +701-90 +701-90 +701-90 +701-90 +70'90 +701-90 *701-90 +701-90 +701-90 +701-9D TUBE. :� '. STATE OF84' +701.90 +70'90 +70'90 +70'90 +701-90 ��'C`(.•'••.FCORIDP.•••U.��;+ NGTEs: sS910W.1� ��• 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.F 68705 TABLE 14: FOR GLASS TYPES: 5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) n r" d a, Design Pressure(ps1)for Single Wlndowa,All Anchor Groups PP 'c n171ed%sllh IkC FIurI+Lr'ialJirg Cale Cela _ Window Width Ml , l._1 under 23' 25.15116' 273!4' 30" 331/2` 35" 37" MI"H Ua x ITnt ue1-011011 u5-ISI/' +70/-90 +70190 +701.90 +701-90 +70/.90 +701-00 +70/-90 WINDOW 25151W +701-90 +70!-90 +701.90 +701-eo +701-90 +70/•90 *701.90 HEIGHT LLL +^ 38318' +701-90 +70190 +701.90 +701-W +701.90 +701.90 +701-90 Q 48' +701.90 +701.90 +70/-90 +701-90 +701.80 +70/•90 +701.90 y34 505/8• +701-90 +701.90 +701-90 +701.90 +701.90 +701.90 +701.90 WINDOW 60' +70/-90 +70/-90 +701.90 +701-90 +70/90 +701-88.6 +701.84.6 WIDTH 3 63' +70/•90 +701-90 _T701+701.90 +701-90 +701.87.2 +701414 -78.9 SEE SHEETS 1&4 FOR J 72• +701-90 +701-90 +70/.88.5 +701.81.5 +601-70 +601-69.4 +601-67.6 WINDOW ANCHOR LOCATIONS AND QUANTITIES. 76• +701-90 +701.90 +701$8.3 +70/-78.7 +601.67.2 +601-65.2 +60183.3 LUn 84' +701-90 +701.90 +701-81.3 +601.70 +60/-61.8 (L i V .s _Z o TABLE 15: -� Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube r\I (� r Q M Window Width - 0 under 23' 25.15/16' 27-314' 30' O 33-112• 35' 37' W (-"' ai Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group o° o° 11 0 §i- A B C D A B CBD B A,C&D A B C&0 A B 1 C&D B A,C&O 8 A,C&D U) under 23' +701.90 1 +701.90 +70f-90 +701.90 +701.90 +701-90 +70/•90 +701.90 +701.90 +701.90 +701.90 +701.90 +701.90 +701.90 +701-90 +701.90 +701.90 +701.90 +701-90 111 { 28-15116' +70190 +70/•9p +70/-90 +701-90 +701-90 +701•90 +70%90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7Q'•90 +701.90 +701-90 +701-90 +701-90 0 g --" Z *701J'D +701-77.6 +70190 +701.90 +70131 +701-90 +701-90 +70/-90 +701-90 +70190 +70190 +70190 +701-90 +701.90 +701.90 +701.90 +701.90 +701-90 +70/-90 U) Z_ 46• +701-73.1 +157.3 +701-90 +701-90 +/-64.8 +70/-90 +701-80 +701-90 +701-90 +701.90 +70/-87.8 +701-90 +701-90 +701-78.6 +701.90 +701•90 +70190 +70!38.9 +701-90 _ l(1 50518• 4/-69.3 +/-54.3 +701-90 +701.90 +/-81.4 +70190 +70/•90 +70190 +701-90 +70190 +701.83.2 +70/-90 +70-90 +701•74.8 +70190 +70159.2 +70190 +70/34.3 +70/30 Y 60• 41.58.6 +145.8 +70/-84.7 +701-90 +1.51.8 +701-81.2 +70130 +701-76.9 +701-90 +701-89.6 +701.70.2 +70!•90 +701-80.3 +/52.9 +70f•90 +701.75.2 +701.88.6 +701.77,2 +70/•84.6 a Z O 63' +155.7 +143.6 +701.80.7 +701.89.5 +/-09.3 +701.77.3 +701-90 +701-72.3 +70/-90 +70135.3 +156.9 +701-90 +701.76.5 +/-59.9 +701.87.2 +70/-71.6 +70/84 +/57.8 +70/-79.9 Z w FRAME Q c 11.1 v 10-MAX -►{ 1-.--- ASSEMBLY E �W N �U I TUBE Q TABLE 16: m WINDOW 2,n rn Design Pressure test)br Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® o N Window Width under 23• 25.16/12' 27-W4' 30• 33.112' 35' 37' WINDOW FRAME WINDOW ADDITIONAL o�xre z HEIGHT ASSEMBLY -� �-- zw o.- S Anchor Anchor Anchor Anchor TUBE WIDTH ANCHOR =�m o ¢ Group Group Group Group Anchor Group Anchor Group Anchor Group (4),IF REQ. oW oo 0 SEE SHEETS 1&4 FOR WINDOW ANCHOR >e:Y AO All All All B A,C B D A B CSD A B CBO 10•MA% LOCATIONS AND QUANTITIES.SEE SHEET o z z w under23' +701-90 +701-90 +70130 +70/30 +701-82.1 +701-90 +701-90 +701-78.5 +70130 +701-90 +70%74.3 +70-90 DITIAL 3 FOR ANY ADDITIONAL ANCHORS - v 25.15116' +701-90 +701.90 +70130 +701-90 +70/-90 +701-90 +701.88.8 +701.90 +701.90 +70/-84 +70/•90 +701.90 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38318' +70130 +701.90 +701-90 +701.90 +70130 +701.90 +70/-00 +701-90 +701.90 +70/-90 +701-90 +701.90 (4),IF REO. TUBE. rn 48' +70130 +701-90 +70/-00 +70190 +701-90 +701-90 +70/•90 +70130 +701.90 +70/•90 +701-90 +701-90 `��•��;''�IGENSF 6,F, z 50518• +70/30 +701-90 +701-90 +701.90 +70130 +701-90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-90 WINDOW WIDTH 1�- 1+ No.58705 ' 2 60' +70/30 +70190 +70/-90 +70/-90 +701-90 +701.90 +70158.8 +70/58.8 +701-88.6 +701.84.6 +70154.6 +70I�3.6 _ 63' +701-90 +70190 +70/30 +701-90 +70/57.2 +701-87.2 +70/-94 +70154 +701-84 +701.79.9 +701.79.9 +70!•79.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ LOCATIONS AND QUANTITIES.SEE SHEET 72' +70191) +701-90 +701.88.5 +701.81.5 +601.70 +60/-70 460159.4 +60/59.4 +60159.4 +601.57.8 +601.67.8 +601.87.6 3FORANYADDITIONALANCHORS %'0•'•�t3E�_13 IL' +70%90 +701.90 +701.86.3 +701-70.7 +601.87.2 +60157.2 +60155.2 +60155.2 +601.85.2 +601.83.3 +601.83.3 +60/•83.3 REQUIRED FOR THE FRAME ASSEMBLY OF 84' +70190 4701-90 +701.81.3 +601.70 +60!51.8 +601.61.8 TUBE. �O'C,r.''•.FWRIDP;••' NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. P.EB 68705 f rd plastpro 37.50"MAX.OVERALL "C FRAME WIDTH n g m V 5200 W. CENTURY BLVD. >;,€ N LOS ANGELES, CA 90045 V mR"�� o Smooth/ Wood Grain / White Wood gain ® ® E Rustic/Mahogany Series ® Fiberglass Door INSWING/OUTSWING R ,IMPACT" � ° 7 GENERAL NOTES _ V = m 2 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code(FBC)structural w W o 0 requirements including the"High Velocity Hurricane Zone"(HVHZ). X z o z 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material � L shall be beyond wall dressing or stucco t�5 tai 2 O O Samz 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not + o require an impact resistant covering. coco of w o 0 a a a 4. When used in areas outside of the"HVHT'requiring wind home debris protection this product complies with 2 Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets m missile level"D"and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. e rn 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed o engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed any in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of z � canopy or overhang to sill Is less than 45 degrees. a DESIGN:PRESSURE(PSF)- w TABLEOFCOb MMM MAX R F "a SWING -FRAA4W_d ¢ t SHEEN DOCRIFTIOM 1 Typical elevation,design pressures,&general notes pIMENSIQN POSRIVE NEGATIVE i i 2 Door panel details 37:50" z 3 Horizontal cross section. INSWING X +75.0 -75.0 DArr:02/16 12 P 4 Vertical cross sections 82.00" scut: N,T.S: ° S 3pomt lock defa�s 37.50: Dso.eri' JK o - S' 6 Buck end 3poM amo.ancwn g'dal ' - . OUTSWING X'.. +Z5.0 . .Z5:0 «ur:or. ; LFS 3 7 d i orNwaap Ho.: i 9 BA of manforiats See sheet_2 for hardware design pressure limitations FL—]5210.1 0 st�cr 1 oe 9 0.7" 2.B" 0.4" r EXTERIOR 0.4 °n g n V . "d• • D a Z •d ` f .. '' ^• TOP RAIL (COMP.) o z ° E o x�s3V� CAP(PVC) INTERIOR HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC) •" y� ,o o r11 HORIZONTAL CROSS SECTIONa ,�j as 2 8 35.75°MAK O.A. WIDTH � ..• 'j� �� N Q Ouu � � •••4! � m W O z Q c� a =� INTERIOR EXTERIOR 0 o am o g v O HARDLYARETASTE FOAM COREal 2 REm E s (POLYU AN ' o MAID DESIGN 1n c 1NANUFACTURER - MODFC 1,9 PCF MIN.) •, m PRM ItEMW o sKNOB: SIGNATURESERIES " •' U � DEADBOLT: SIGNATURE SERIES(?80) ±75co a9,: SCNLAGE KNOB: °F SERIES(FST) ±75 •t••t y DEADBOLT: -Y SERIES(060/62) X RBERGLASS SKIN e. o cL`3 N SEE HARDWARE TABLE PAMEX (EVER F136 SERIES ±7S (0.125"MIN.THK.)�` DEADBOLT: FD7SERIES r CL i• g HOPPE MULTI•POINTLOCK: 3•POINFTONGUE ±50 •e SEE HARDWARE TABLE BOTTOM RAIL _ W R F MULTI-POINT LOCK: TRILENNIUM"3W SERIES •F 75 (COMP.) w a o See sheets 5 and 6 for multipoint lock details. o i I_ 1z a 2 VERTICAL CROSS SECTION z ° U a 2 2 x:02116111) _ ° t 0 (D DOORPANFL ScuF: N.T.S. n 0 40 P�tao Duro.sr JK m +er&ss Cwc BY. LFS ; � d U OAAW:NO NO.' N d •o FL-15210.1 a Q. N Q sty�,av 9 j :".A-Projects\Project Folders\proj 1501-1600\PF 1596\13.RWBC Drawings\2010\FL-15210.dwg,3.1 s m G r w o, n N CL w .� �y0 o Q n Z A O _ A A v 1:m Q® ® A N ' A H W W W N Ww O g IO N O Q V V N X nr ..a q¢'n CA m - _ �p = A y a yy 22 22 Z 'p v f7 0 e v ur I� n o d o y .v 7o CLI D .Ni N N T m N A W O � Z n° Q ° > . '.v v A Z yo PRODUCT: D—nt.Pmpomd By: P� ���MRiQ CONSULTANTS.INC. PLASTPRO INC. ��/j/P�°;ne o230 W10-FL 33525 Iw Z FIBERGLASS DOOR $1 !23 y w PART OR ASSEMBLY: Florida Board of Pmf-.I—1 E gr.— p y Car9flcob Or rtzatlon No.9813 ° [NO.. DATE BY HORIZONTAL CROSS SECTIONS �` `Z.((,•� REVISIONS Lyndon F.SaAmfdt P E No.43409 201 2 R.W.BUn.D1ND C—SULTA—IND. RAA-Pr0jeG9lPmJect Tbiders\PrOj 1501-1600\PF 1596W.RWBC DrawinpV030lFL-1521044,4.1 acs • v . lO � n °a 0 p' O o •,p. zIV ° z 48m z 0 a.a A CSINK 1>a m (TYP-) m m 1-1/d'MIN. — m EMB.(TYP.) Aa I0;;o - 4 \n � g� o 2m o a 0 •• g m Z N O A o m m 1-1/4'MIN. EMB.(TYP.) A N f77 p an A O AA Ycr yL n a n g p m - 0� _ n e< Z �O TSV V Z • � � ns•'' e Go _ n dv 1-1/4'M1N. v ca I0 EMB.(TYP.) 4 p PRODUCT: Doc-t+P.Pa�d W. R r� INC CONSULTANTS.RIC. N PIASTPRO INC. P.O.Boll 23O Volrtco Fl.33595 FIBERGLASS 0 PI ono No 813.SSD.Dt97 $ N_ pr PART OR ASSEMBLY: FlOAda Board of ProfmW=al Engt— L —tifioDN Of oAsotio No.9873 1, � � x � N NO DATE BY VERTICAL CROSS SECTIONS ��L7.e4. REVISIONS Lyndon F Sahmtdt.P.E.N.43409 0 2012 R.W.BUILDIND CONSULTANTS INC. It A-Proj¢dsV'r*S Fddaslpr>»1501-16001PF iS96\D.RWBC D dwing512010\FL-15210.dwg,5.1 ' Z c OVERALL HEIGHT m HANDLE HEIGHT O O 0 �Oa c m (7) A N y 10.04' b I N , N o w C 4.63° — r-363°—; --j�0.11. C: OQO $T .v n b N trl m� B.BT —{ at; I 0 0.1" T O X X ;-c _ � 3.61• ,3 09" PRODUCT: Documents Pmparsd By: nnwa coNsuu�Nrs,INa Ul rrI R N FlPLASTPRS IN P.o.Bax z3o vaAlw FL 33393 PAons No.:6TJ.N59.9197 Florida Board of Profs lona)Engin• PART OR ASSEMBLY' C Cartilicata ofa0o o.9813 Im ti N NO DATE Err 3—POINT LOCK DETAILS Ly Z! �2 REVISIONS Lyndon F.SchmidL RE No.43409 0 201 2 R.W.BNILDIND CONsuLTANTD INC. :\A-Projects\Project Folders\prof 1501-1600\PF 1596\D.RWBC Drawings\2010\FL-15210.dwg,6.1 f . w w� • c a 3 Nnn 1n N fn X X C n 0 C) � n _ m 0.O sa n T p D 2425 23.(" 15.0^ R PRODUCT: Documarda Pr pond By: 7� PLASTPRO ��pp UMINO CONSULTANTS.INC. 1 N FIBERGLASS DOOR RWP O. Box z3o vosrtw FL 33595 Ph...No.:813.939.9197 PART OR ASSEMBLY: Flortdo Board of Prol—lo-I Eoytn— (n y Cartifloato Of Authors�o9on Nsy.9813 I`O K) NO GATE BY 3—POINT LOCK DETAILS1,=2• �2 REVISION Lyndon F.Schmidt.P.E No.13/09 V zo 1 z R.w.auamno cansuvRra me. 4" N InP) o J l- 0 2 E `r SEE HINGEL 2X BUCK ;� TYP.HEAD V oz p D E,JAMBS a DETAIL(TYP.) (� 1 X BUCK 9 d<S 8 MASONRY7 MASONRY7 &JAMS i OPENING OPENING gEg 8 FRAME z 2X BUCK 0 x = �o Z$ � o d 2X BUCK _ 4m ole ADA SILL $I N ONLY i m 6 N SUCKANCHONNG SWKEJAMB FRAMEANCHORING HINGEJAMB z n CONCRETE ANCHOR NOTES: Masonry construction m a 1.Substitution of equal concrete anchors from a different supplier may have dfferent edge � distance and center distance requirements. 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortar joints.Concrete anchor locations noted as"MAX.ON CENTER"must be 1 X BUCK H adjusted to maintain the min.edge distance to mortar/oints,additional concrete anchors y i $ may be required to ensure the MAX.ON CFMER"dunenslon are not exceeded. 2X BUCK L m 0 3.Concrete anchor table: 28 H IXBUCK t1 1X BUCK H 9 a a AIVCNOk. AfJCH012 MGN IN1N CGEARAT(Cf TO fgiN C►S�IRANG�i4 58 2X BUCK m 'e 2X BUCK 58 2X BUCK L e:.1YP€,••_,•: Slx EMB..... ......MASQNR.Y•.El1GE: ,,A0J.. TAN HC?R ;1 11 11 0 a v :: ;>;:::>::;; -::a;:: ;;;>::::•;;:;;::.;;:::...:::::.:..:.:•:.::,::•:.,.:,::.,:::-•.::::::::::::::.:::•...::::..:::.....................................::.:...: z ................................................ 1 X BUCK CAM 02116112' i lrn t/a" t-t/4^ z•t/z" a^ ❑ 58 2x BUCK 11 soeE N.T.S. Z7 H 1X BUCK vac.BY: JK o ELCO 1/4" 1-1/4" 1" 4" ri N HINGEDETAIL cxx.� LFS ; v ITW 3/16 1-1/4" 2-5/8" 2-1/4" Inswing DRAW=—No- n m IATCHdDEADBOLTDETAIL HINGE DETAIL FL-15210.1 Ouls,Mng sHm 7 ov 9 0 i :\A-Projects\Project Folders\proj 1501-1600\PF 1596\D.RWBC Drawings\2010\FL-15210.dwg,8.1 1.4' 1 1.75° f„1 0 4�0 40 00 tn 6 6 6 6 OD QOO c' gc'4 ti �x a SZ a+ K3 O p 6 5 `6 g6 1.4° 0.65" 1.25^ �+ I ''I -0 � 0.937° 0.75* 04 m 0 PRODUCT: Docummto Pmpomd W. ��pp UILDPIO CONSUL7/?JTS, ING N PLASTPRO INC. f/� .o.Box 230 vohko FL.33595 FIBERGLASS DOOR Phos•No.813.659.9197 0 m PART OR ASSEMBLY: Florida Board of Pnof•a T*-I Engine- Cort[ncab of orization No.9x13 i N NO DATE By COMPONENTS z' - EVl 11)NS Lyndon F.Schmhl4 P.E No.43409 0 201a R.W.BUILDING cON.UL-NT.INC. BILL OF MATERIALS ° @g Mf DESCIUMN MATERIAL 0 A 1X BUCK SG>=0.55 WOOD o z B 2X BUCK SG>=0.55 WOOD g= W C 1/4'MAX.SHIM SPACE N„ D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 2 p`z� E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE g £5 G 1/4"X 3-3/4"PFH ELCO OR fiW CONCRETE SCREW STEEL °a m H 3/16"x 31/4"PFH ITW CONCRETE SCREW STEEL 1 I/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL S L #8 X 2-1/2"PFH WOOD SCREW STEEL 1 POLY TIBER JAMB COMP./VINYL 8 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 V X 4"BUTT HINGE STEEL C3 o 11 #9 X We PFH WOOD SCREW STEEL $ 22 3 POINT'TONGUE"MULTIPOINT LOCKSEI(Mfg.BY HOPPE) STEEL z , 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL m o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL �G� 27 LATCH STRIKE PLATE STEEL o m 28 DEADBOLTSTRIKE PLATE(SECURfIY) STEEL �I o 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD a 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWINGTHRESHOLD ALUM/WOOD g 36 INSWINGTHRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD N 38 INSWING THRESHOLDALUM/COMP o0 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - in 55 #10X1-I/2"PFHSCREW STEEL 57 BACKING PLATE STEEL 58 #8X7'PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL ; 62 LOCK ASSEMBLY STEEL z z 0 5 lzf? Z U DidE 02 16 12 i JS wAm- N.T.S. owo.BY. X m' _ aec BY. LFS i FL-15210.1 c° 0 g stir L of 9 fit M IAM 1•DAD 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) wVVW.miamidade.Qov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or inaterial 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"CA-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details —LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 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 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 Oficial. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 a�iaMi•naDe courrry Expiration Date: April 11,2018 r41 � Approval Date: April 11,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details --- LM & SM", sheets 1 through 10 of 10,dated 08/08/12, 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,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and stiuctural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatoiy and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter -of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. Manuel er Product Control Ex min r NOA No.12- .09 Expiration Date: April 11,.2018 Approval Date: April 11,2013 E-1 StTIT'LAMNATEID 7/tVLAMIUNTO GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASSSTACK CASEMENTWINDOW DESIGN,PREssURERAnNG I IMPACT RATING RATED FGR LARGE&SMAL118'ANNEALED .090'DUPONT 3116'ANNEALEDOR --WDUPOWSGF SM 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANCE GLASS", —1HJTACffC PV8 1r EAT'STR6"0 7 HENED' .3116-ANNEALEDOR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH GLASS HEAT-STRENOTHENE13 VELOCITY HURRICANE ZONE(HVH4 EXTERIOR 30 118-AWEALED GLASS 38 CLASS 3r WIDTH REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE 25.476'MAX O.C.IF WIDTH Is 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS OUTBOARD LITE(CAP)MUST TEMPERED. 11116-GLASS BITE 11/16'GLASSBITE 4'MAX. UNDER 3ii7W(HEAD&SILL 3 35 3 38 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIN!"ADE 8,SEE SHEET2 32 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR I w EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 60 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. _____T w 32 4)ALL WOOD SUCKS LESS THAN i-112-THICK ARE TO BE CONSIDERED IX 17-1jr GLASS TYPE I GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED F MAX. DIRECTLY TO SUBSTRATE,WOOD SUCKS DEPICTED AS 2XARE 1-1fr THICK OR A A,SEE O.C. WNW. 718 1 NO It GREATER.I X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY SHEET GLASS STACK 5116'LAMINATED CLASS STACK 711V LAMINATED TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION GLASSSTACX GLASS STACK IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I —I 6*MAX. 711VAIRSPACE< f U4'AIRSPACE,< 3116VANNEALEDOR 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING .090,DUPONT H EAT-STRENOTHENEO GLASS 11WANNEkLEOOR BUTACITE PVS 3ft6'ANNMED OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMPERED GLASS' CLASS, _____—.090"0IjPONrSOP TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF --jIVANNEALED WWANNEALEDOR THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL USE ANCHOR 3U8 GLASS 38 *_ T48 TION PAIR AT EACH EXTERIOR WW SEALINGNIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLA VISIBLE HEAT-STRENGTHENED GLASS SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE LIGHT <j R I HEIGHT JAMB IF IS. INSTRUCTIONS. HEIGHT 11/16*GLASS BITE 11/1&GLASSBITE 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS (()to) 26*OR OVER 3 37 3 37 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 76" APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST 13E SUFFICIENTLY ANCHORED HEIGHT 31 60 31 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW 32 32 60 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. TW NOM. B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE,STRUCTURAL/ GLASS STACK 7AVLAMINATED CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK I 3FWANNFAtEDOR 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE UV AIRSPACE EAT-STRENGTHENED GLASS WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 1-1 3116*TEWERED ow DUPONT Sep 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B GLASS 3116'ANNEALEDOR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4"MA1 14-IW MAX.O.C.IF WIDTH IS 38 —HEAT-STRENGTHENE0 ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 33A76-&OVER(HEAD&SILL) GL43S DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA LE", EXTERIOR - 3WV."ISIBLE — BUILDING CODE FOR CORROSION RESISTANCE. OPENING(OLD) 37 11116"GLASSBITE 9)REFERENCES:TEST REPORTS PTL-7065,3579.3680.3724:ELCO ULTRACON TYP.ELEVATION OF NDA;ELCO CRETEFLEX NOA;ANSI1AF&PA NDS FOR WOOD CONSTRUCTION AND 3 ADM ALUMINUM DESIGN MMUAt. CASEMENT WINDOW 31 32 60 TABLE 1: IV approved as omplylug 11%jW GLASS TYPES 8&9 Florida uldle.Code 1111" Date Glass Types Sheet# rj0Afi R-ise *- Date; RaIW.P: .LYNN.4 1/// ad dpad., I 6/i6"LamI(11SAn..0901PVB-I/8An) L... ..... . 6 ................I S�e` By .0901 SGP-3116 An) 6 ELEVATION.................................„_..1 7­;;.d Br. Date. Rev cion: 2 71161 Laml(3/18 An GENERAL NOTES._ _%GEN 3 711!�,�In'(3116 H3-.09D,SGP-W16 HS) GLAZING DETAILS...__.„,.„._.,_.....1 No.58705 4 718 .1.FG(JI FAn-7110'Air-11TAn-.090'PVB-I/S'An) 6 INSTALLATION..............................2 *� 5 718"Laml.IG(1/8'T-7/16"Air-1/8'An-.OWPVB-1/8"An) 8 ASSEMBLY TUBE DETAILS.............3 D.sodpfl.n. Grown By 6 718” ANCHOR SPECIFICATIONS............4 7 Leml.IG(3116'An.1/4”Air-3116”An-.090'SGP-wo"Arif 0 ANCHOR QUANTITIES.....................4 GLAZING DETAILS J ROSOWSKI 09T SGP-3/16-HS) 7PRESSURES...,,„.....„...... 15 NO 7 7/8'Laird.IG(311W An-1/4-Air-3/11V HS— ST EO DESIGN . 5-9 1070 TECHNOLOGY DRIVE n,10: 9 P' . 11 5 718”Lemi.IG(3/16"T-114'Air-3116'An-.0901 SUP-3118”An) ASSEMBLY DETAILSIBOM.............10 R • N.VENICE, FL 34275 1 91 Leml.IG(31161 T-IWAir-311tr 1-15-09O'SCIP-3116!HS) 7 .. ....... P�0. BOX 1529 CASEMENT WINDOW DETAILS-LM& V12 1" $1110', 1110', N MIS: FL 34274_ S,,;a,1Ar*dj.. Scale: I Sheet. Dm wing N.. N MILLE P*F_ P I_ RES 58705 CERT. OF AUTH. #29296 CA-740 NTS I 1 OF 10 1 MD-CA740-LM_j INSTALLATION OPTION I EDGE INSTALLATION INSTALLATION INSTALLATION ANCHORS DISTANCE EDGE DISTANCE OPTION 2 OPTION 4 INT02XVVOOD. INSTALLATION ANCHORS INSTALLATION ANCHORS CONCREMCMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIRED PER PER ANCHOR TABLE 3,SHEET4 2 RENT REQUIREMENT BUCK WIDTH 82ATTACHED SILL TO TYP.ANCHOR IW MAX FRAME FRAME, 10 TYPE, SHIM ATTACHED TO 16 16 11 EMBEDMENT VENTSILL-7 ANDEDGE 89 13 #12STEEL DISTANCE PER 32 33 80 12 _ SELF-DRILLING 2 SUBSTRATE, SEE TABLE 3, 0 20 3,SHEET 4. SHEET 4. •+ 3 60 0 v EDGE 18 (E4 OADEAPPROVED 35-37 8 DISTANCE �T MULLION.ALUMINUM, 38 39 STEEL FRAMING OR ATTACfiE0TO 112 82 ATTACHED TO VENT SILL 35-37 81 STEELSTUD. FRAMEJAMB 13 EMBEDMENT 1 24 VISIBLE LIGHT WIDTH(OLD) 3 5 EXTERIOR ATTACHED TO 83 70 FOR SNUBBER REQUIREMENTS, VENT JAMB OPTIONALADDON SEE TABLE 4,SHEET 4. V%qTfiNDOWWIDEXTERIOR 12 FLANGE @ HEAD. 11 SILL&JAMBS HORIZONTAL SECTION A-A WINDOW81 SEE DETAIL EGRESS FORMULAS HEIGHT JAMB NOTES: Al,BELOW—71 WIDTH,WASH HINGE:WGE:INDOW WIDTH-13412 10 HARD- 1)USE ONLY SUBSTRATE-APPROPWATE NOTES: VADTH,EGRESS HINWINDOW WIDTH.7-1/2 VISIBLE Sj WARE 1)WHEN INSTALLING HEIGHT*WINDOW HEIGHT-0 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4, COMBINATION UNITS HEIGHT FOLLOW EMBEDMENT AND EDGE , (OLD) DITIONAL INSTALLATION VISIBLE LIGHT FORMULAS. BUCK DISTANCE LIMITS.ANY INSTALLATION MAX.mANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY 10 INSTALLED THROUGH THE HEIGHT.WINDOW HEIGHT-7 SIDE OF THE WINDOW. WINDOW FRAMES AT la'MAX. ATTACHED TO FRAME 2)ALLWOOD SUCKS LESS THAN t-1/2' FROM EACH SIDE OF THE FRAMEASSEMBLY TUBE CENTERLINE. ARE TO BE CONSIDERED 1X ATTACHED TO JAMB INSTALLATIONS,IX WOOD BUCKS ARE SEE TABLE BELOW: FRAME JAMB 89 OPTIONAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS 10'MAX. AMtlon3i Anchors RaqvIted on oath ATTACHED TO DEPICTED AS 2X ARE 1-117 THICK OR SEE DETAIL A2,BELOW Side oftha Frarns Assembly Tub*(FAT) VENTJAMB GREATER.IX AND 2X BUCKS( HEN USED) r Window AllchTiT.. SHALL BE DESIGNED TO PROPERLY Width ;�_ TRANSFER LOADS TO THE STRUCTURE. I 17'.22.9' 0 0 @62 "-- WOOD BUCK DESIGN AND INSTALLATION 2r-25.r 0 38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER > 26'+ OR ARCHITECT OF RECORD.MAXIMUM 17 SHIM THICKNESS TO BE 1/4'. 1- Window Ancb r7Vpo I Helphl A 10,C&Di 2017- ,/—@S DETAIL DETAII 21 Al A2 23*_�P. 4proved av complying with Ike Orld Doldip Code 1 60IIII Date 19 84 1XWOOD, ft�6��d By., Do$.: Re�;.lon: "AN SUCKSTRIP, Y MID d-prodoct SEE NOTE 2, AIL DETAIL A In I 0y. No.5870_E 1/4"MAXSHIM 5 s THIS SHEET. 7�7.od Ry:. Dote., RoKsk.: By. D­;ption: Drown fily. I J ROSOWSKI 0 EMBEDMENT CONCRETE CROSS SECTIONS&INSTALLATION PER ANCHOR • • tTAlrlEFV REQUIREMENT'-'' 107OP TECHNOLOGY DRIVE rlt.: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-Lm&SM 1,6,8'.�078M H22 INSTALLATION OPTIONS .O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B NOKOMIS, FL 34274 Sorio.,Alod.l: -rstate: I Sheet: -70rowing No. - Raw IX SUCKSTRIP INTO MASONRY. ILUER P.E. CERT. OF AUTH. #29296 CA-740 NTS 2 OF 10 1 MD-CA740-Lm REA 68705 CASEMENT(X) CASEMENT I CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) 10",SEE NOTE 7,THIS SHEET Florldkh1l', 0 FIGURE 1: FIGURE 2: 740 SERIES I mv AWN114101 4!!10110 dePioduct C 0 /2% WINDOW k WINDOWA /h --D FRAME HEIGHT ASSEMBLY 10'.SEE NOTE 7, TUBE FRAME ASSEMBLY TUBE NOTES. THIS SHEET 740 SERIES 1)DIMENSIONS SHOWN ARE h CASEMENT TIP-TO-TIP DIMENSIONS FOR EACH WINDOW WINDOW INDIVIDUAL WINDOW,FOR SIZES NOT WIDTH SHOWN,ROUND UP TO THE NEXT C) AVAILABLE VWD79OR HEIGHT 740740 1- DIMENSION SHOWN ON THE TABLES. < SERIES FRAME SERIES 0 CASEMENT ASSEMBLYCASEMENT FRAME 2)ANY 740-SERIES PRODUCT E WINDOW TUBE WINDOW ASSEMBLY, (CASEMENT,AWNING OR FIXED gg !--E TUBE CASEMENT)MAYBE ATTACHED TO M o:2 THE FRAME ASSEMBLY TUBE.FOR t C) 740 SERIES ALL WINDOWS,USE THE WINDOWS N < COV, FIXED IN NOA FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS. 00, LL O ".0 740 SERIES 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE i jj OD W CO INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO 8 8 CASEMENT EXTERIOR INDIVIDUALLY COMPLY WITH THE WINDOW REQUIREMENTS OF THEIR RESPECTIVE NOA. >; 't z 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE To BE z FOR SINGLE UNITS, AWNING CASEMENT FASTENED TO WINDOW,AS SHOW IN DETAILS,WITH MIN.#12 X l"SHEET w WjNO0vr WINDOW METAL SCREWSIUSE THE SAME U) CO 1)DETERMINE YOUR WINDOW SIZE MIN.#i2XI'SMS SPACING AND QUANTITY AS THE ZO AND GLASS, THROUGH 3z W INSTALLATION HOLES FRAME FRAME OPPOSITE FRAME MEMBER, 0 jj w ,ASSEMBLY (0 2)KNOWING YOUR ANCHOR TYPE 6e 5)THE FRAME ASSEMBLY TUBER MAY A w ,,--ASSEMBLY 0 TUBE 0 f� U) AND SUBSTRATE,DETERMINE TUBE NOT EXCEED 62'IN LENGTH(AS USED .YOUR ANCHOR GROUP FROM .1 TABLE 3,SHEET 4. MIN.N 12 X MIN,N 12 X IN A BY FLANGED WINDOW)OR BE u- 1� 1•SMSUSED IN TEE OR CROSS 7 02E 3)FROM SHEETS".FIND THE THROUGH 740 SERIES THROUGH CONFIGURATIONS. �WZM!�!2' SHEET FOR YOUR GLASS TYPE. INSTALLATION —CASEMENT INSTALLATION FIND THE PRODUCTS DESIGN HOLES 6)THE FRAME ASSEMBLY TUBE IS g HOLES WINDOW NOT REQUIRED TO BE CLIPPED TO PRESSURE FROM THE TABLE 740 SERIES 740 SERIES v THE SUBSTRATE.ALL EXTERIOR LABELED'DESIGN PRESSURE CASEMENT EXTERIOR FRAME JPSIRI FOR SINGLE WINDOWS,ALL WINDOW ASSEMBLY CASEMENT JOINTS TO HE SEALED BY INSTALLER. 01 e 15 TUBE WINDOW 740 SERIES 0 tj We , 0 EXTERIOR ANCHOR GROUPS' EXTERIOR FIXED 7)FOR ALL COMSINATION UNITS, X,,cavi < CASEMENT m ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C-C 0 0 4)DIMENSIONS SHOWN ARE WINDOWF* MAY NEED TO BE INSTALLED 0 TIP-TO.TIP.FOR SIZES NOT THROUGH THE WINDOW FRAMES AT z SHOWN,ROUND UP TO THE NEXT z FOR 10'MAX FROM EACH SIDE OF EACH W! AVAILABLE WIDTH OR HEIGHT NDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMSLY.� VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLYTUBE D TABLES. CENTERLINE.SEE TABLE BELOW. 5T m— TTI DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES I&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4, Adclittual Anchors Ro qulwd on oath ,Aj I.YNAt A,/1,/ 2)FROM SHEETS 6-9.FIND THE SHEET FOR YOUR GLASS TYPE. SidofthaFr 5)USING THE TABLE LABELED a Amombly Nbe{FAT) �\\p ........ z( W1114m Anchor WNDOWANCHORSREQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELEDWdth (TABLE 2,SHEET 4),DETERMINE 'DESIGN PRESSURE fPSF)FOR WINDOWSATTACHED TOA VER77CAL FRAMEASSEMBLY 7X/BE- OR THE NUMBER OF ANCHORS PRESSURE(PSF9 FOR WINDOM AT7ACHEO TOA HORIZONTAL FR4MEASSEMSLYTURE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 1-7--—22.9' No.58705 NEEDED IN THE HEAD,SILLAND MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-Tip. JAMBS OF YOUR WINDOW. FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > 26. 1 1 1 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED-(TABLE Z SHEET 4).DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD Window Anchor Type 131,9113 INSTRUCTIONS ON SHEET 2. YOURWINDOW. !z JAWS Haight A T—B.C601 Q T 6)INSTALL AS PER THE SILL AND OF STAIE.F 17'•22.8• 0 o ....... 6)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23'•250 0 1 ION SHEET 2),AND THAT MIN.#112 X V ANCHORS ARE to BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 2r. TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations Window Width(In) lzontpll•IPQ 1Y111111#i Glass Type: Floridaodds aldlnl O P l under 23' 25.15116' 27-3/4' 30' 33.112' 35' 37' PVB SGP Datc t AnchorGroup Anchor Group AochorGroup Anchor Group Anchor Group Anchor Group Anchor Group IyOAN A 1 B IC&DI A B JC&D A 1 6 C&D A 1 8 JC&D A 1 8 JC&D A B C&D A B IC&D (Typea 1,4&5) (Typea 2,3&69) h�D le product 1 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 tY max.from J under23' fess Required each end.C. sly Heed131A 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.C. 2616118• HeadlSlll 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 IT max.from 12'max.from Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 oter 63' each end&30" each end&30' 38,318' HeadlSlll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. MAX O.C. 48" Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 8 4 4 6 4 6 6 4 .TI G Head/SIA 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 O 8" Jamb 4 6 4 4 6 4 4 6 4 4 8 4 6 6 4 6 6 4 6 6 4 Head/SIB 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Q 1)USE THIS TABLE FOR ° 60" Jamb 8 8 4 8 6 4 6 8 4 8 8 4 8 8 4 8 8 4 8 8 4 o U x U ALL WINDOWS PER THE m r Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: ELEVATIONS ON SHEET 1. �, Jamb 6 6 8 8 8 8 8 8 8 8 8 6 6 8 8 8 8 8 8 8 6 DIMENSIONS SHOWN ARE o Head(Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. J Jamb 8 8 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 8 8 10 6 X O 7Y Head/Sill 2 2 2 2 2 2' 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT X X X O LL Jamb 8 8 8 8 8 8 8 10 8 8 10 6 8 10 6 8 10 6 8 10 B SHOWN.ROUND UP TO RX _ 76' THE NEXTAVAIIABLE O z Q O Headf8ill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 X WIDTH OR HEIGHT u tb Q Jamb 8 8 6 8 10 8 8 10 6 8 10 8 8 10 6 DIMENSION SHOWN ON o 0 0 j O N �• HeadlSlll 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X O 0 a � � x o Z 0 M.Z TABLE 3: Q Z Min. Min. Anchor 111 Mn. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116'ANNEALED SGP LAM I.GLASS, X O X X X Y Group Anchor Substrate Edge O.C. Plate Embedment 1!4'MASONRY ANCHORS INTO CONCRETE,+70/-BO PSF OP REQUIRED,NO ANCHOR PLATE Dlstenca Distance RequirodY U Z O 1/4'sleet Ultmcon Hollow Block 1' 8' 1-114' No W CASEMENT ANCHORS: Q Q -• S.Phe 518' 1" 13/8" A)FROM TABLE 0,ANCHORS C 8 D ALLOW A DP OF+701.90. 0S O NOS O �, U o= LU o LU Q A 014,sleet SMS(05) 800345Alum. 318' 518' 0.050 No or#14,410 SS SMS A36 Steel 318" 518' 0.050 No g FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HASTHE ANCHOR AND SUBSTRATE DESIRED 0 N- 0 N }O O .a U (n y U A653 Stud,Gr.33 318' 518' .035',20 Ga. No AND DOES NOT REQUIRE THE ANCHOR PLATE. P F OVS F 0 p gg Z ° S.Pine 518" 1" 1-318' No JOE E00� a —3 d Q t=U y 012 steel SMS(G5) 61X13 TS Alum. 318' 518" .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. P S P S B or#12,410 SS SMS A38 Steel 318" 518" .050' No m D SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. n e N A853 Stud,Or.33 318' S/8' .035,20 Ge. No ) 2.85k Concrete 2-1/2' 4 1-31&' No 1/4'steel Ultmcon 2.85k Concrete 1' 4'- 1-3/4° No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10' cri n N n a , Hollow Block 2-1/2' 5' 1414' No F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE o C S.Pine, 518' 1' 1-3/8' Yes 4'f+ 1 4- -►-�4' =v m•vi '¢ SIDEOFTHE AWNING(HEAD&SILL). 012,steel SMS(05) 8083 T5 Alum. 318" 518' 1/16" Yesw o 0 0 or#12,410 SS SMS A30 Steel 318" 518' W Yes ~ o:X A653 Stud.Dr.33 318' 51W .045',18 Ge. Yes / o i z S.Pita 518' 1" 1-318' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): + g 914,steel SMS(05) 8083-T5 Alum. 318" 518" 1118" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. 1 or#14,410 SS SMS A36 Steel 318" 518' .050" Yes A853 Slud,Or,33 318' 518' .045',18 Ge. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25' \`\����Op1'i1GENSFyNN n"C�F� 2.B5k Concreto 1" 4" 1314' Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Y� 1/4'steel Ullmcon 2.85k Concrete 2-112" 4- 1.318" Yes '• �' D Hollow Block 2-1/2" 5" 1-1/4' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 81" \ ,k Filled Block 2-1/2" 4' 1-314" Yes No.58705 ! 1/4'410 SS 3.35k Concrete 1' 5' 1314' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _ - CreleFlez Hollow Block 2-1/2" 5' 1-114" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. �,1 3.5k Concrete 1-1/4' 5" 13/4' No + \ %�•'•:� 3�)�!3 tL` 5118'steel Ullrocon Hdlow Block 3-1/8' S' 1-114 No 1 STATE OF �, Filled Block 2-112" 5" 1314" No F)PER RULES ON SHEET 2,INSTALLIADDITIONALANCHORONTHEFRAMEASSEMBLYTUBE 4• 4' �iTC'•,.,F[OR1DP:••'G\� SIDE OF THE FIXED CASEMENT(HEAD&SILL), j 1 %, SS 0 NOTES: 25' 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 46' A LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.#58705 FOR GLASS TYPES: TABLE 5: Design Pressure(paq br Single Windows,All Anchor Groups 1)5/16"LAM[(1/8 AN-.090"PVB-1/8 AN) %pproveial comp4fattwllh Ibo 4 7/8"LAMI.IG: 1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Floddo oidia c e Window Width ) ( Dete r: 1 fIlOAB under 23' 1 25.15116" 2744' 30' 33.1/2' 35' 37' 81 mID dell tto under 23" +70/30 1 +70130 +70130 +701.90 +701.90 +701.90 +701-90 BY 25.15/18' +70/-90 +701.90 +701.90 +701.90 +70130 +701.90 +70130 T r' 38-318' +701.90 +70130 +70130 +701-90 +701-90 +70/-90 +701-90 WINDOW 48" +701-90 +701.90 +70130 +701.90 +701-90 +701.90 +701-91 HEIGHT 505/9' +701-90 +70130 +701.90 +70130 +701.90 +70/30 +70158.2 60` +70130 +70130 +701-90 +70/58.5 +701.80.6 +701.77.7 +701-74.3 63' +70130 +701.90 +70130 +701-84.3 +701-78.6 +701-73.7 +70/-70.1 WINDOW WIDTH 72' +701.90 +701-87.2 +701-77.7 +601-71.5 +60%62.4 +601-60.9 +/•69.3 O SEE SHEETS 1&4 FOR 76' +701-90 +701-84.6 +701.75.7 +/-67.3 +/-58.0 +/-57.2 +1.55.6 W WINDOW ANCHOR 84" +701-90 +701-80.4 +701-71.3 +601521 +/-54.2 V LOCATIONS AND QUANTITIES. e a r Z � r TABLED: T O Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube O O Q O M WindowWidlh E ••6 W W N O under 23' 25.118'5127314" 30" 33112' 35" 37" o S Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,C&D B A,C&0 A B C&D B A,C&D B A.0&D LU O i under 23" +701.90 4.701-90P+701.84.7 +701-90 +70/-90 +7d-90 +701-90 +70/-90 +70'-90 +701-90 +701-90 +701.90 +701.90 +701-90 +701.90 +701-9D +70'-90 +701-90 0 Z 25-15118' +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +7t➢-90 +701.90 +701-90 +701.90 +70190 +701.90 +701.90 +701.90 +79-90 +701-90 (n Z_ 38318" +701.90 +701-71.6 +701.90 +701-81 +70'-90 +701-90 +70/-90 +70'•90 +701-90 +701.90 +701.90 +701.90 +70190 +701-90 +701-90 +701-90 +701-9D LLI 48" +701-73.1 +/573 +701-90 +/54.8 +70'-90 +70/-90 +701.90 +701-90 +701-87.8 +701.90 +701.90 +701.78.6 +70190 +701-90 +701-90 +701-BB.9 +701.90 'S 505/8" +1-69.3 +/-54.3 +701-90 +/-01.4 +701-90 +701.90 +701-90 +701-90 +701.83.2 +701-9D +701.90 +701.74.6 +70190 +701.89.2 +701.90 +701.84.3 +701.89.2 iL Z 0 +/-58.5 +1.458 +701.90 +151.8 +701-81.2 +701-90 +701-75.9 +70'•90 +701-702 +70'58.5 +701.80.3 +1529 +701.80.8 +701-75.2 +701-T1.7 +701-71.2 +701.74.3 OZ 63" +155.7 +/-038 +70159.5 +/-09.3 +T01-77.3 +701.90 +71Y-72.3 +70'-90 +/•889 +70'-84.3 +701.78.5 +1-59.9 +701-78.5 +701.71.8 +701.73.7 +I-87.8 +701-70.1 (n `O o `w _a v� FRAME -� ASSEMBLY 10'MAX. TUBE TABLE 7- m Design Pressure(ps0 for Windows Attached to a Hodzontal Frame Assembty Tube T ® o n a,^ m WINDDW. Nn N< B Wlydoly Width HEIGHT c7 N n under 23' 26.1&16' 27914` 30' 33112' 3Y 37' WINDOW HEIGHT ASSEMBLY Z vi o Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group TUBE 1 WINDOW�„F ADDRIONAL w L,m Group Group Group Group -"1 ANCHOR r- 0 0 Ali All All All B A,C&D A B C&D A B C&D 10'MTrAX. WIDTH (4),IF RED. nzaz under 23` +701.90 +70/30 +70130 +701-80 +70132.1 +70130 +70/30 +70%78.5 +70130 +701-90 +701.74.3 +70!30 } ADDITIONAL SEE SHEETS 1&4 FOR WINDOWANCHOR 25-15116` +701.90 +70130 +70/30 +701-90 +701.90 +70130 +701.88.8 +701.90 +70130 +701.64 +70130 +701.90 I ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET `1111 I 1 1 I/!/ 38-3/8` +701-90 +70130 +701-90 +701-90 +701-90 +70130 +701.90 +701.90 +701.90 +701.90 +70130 +70130 (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS `"J'1111.11 ••, / REQUIRED FOR THE FRAME ASSEMBLY �� ply ... a 48' +70130 +70130 +701-90 +701-9f1 +701-90 +701.80 +70130 +701.90 +70130 +70/-90 +701.90 +701.90 WINDOW I TUBE. ��_N �IGENSC '•.FAQ �� i 505!8" +70130 +70130 +70130 +701-90 +70/•90 +701.90 +701.90 +70/30 +701.90 +701.89.2 +701.89.2 +701.89.2 WIDTH I'�- , T' •'.* g 60' +701-90 +701.90 +701-90 +701-38.6 +701$0.6 +701.80.6 +701-77.7 +701-77.7 +701-77.7 +701-74.3 +70/-74.3 +701.74.3 = No.58705 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63' +701.90 +70130 +701.90 +701-84.3 +701-76.5 +701.76.5 +70/-73.7 +701-73.7 +701.73.7 +701.70.1 +701-70.1 +70470.1 LOCATIONS AND QUANTITIES.SEE SHEET - 72' +70130 +70137.2 +701.77.7 +701-71.5 +601$2.4 +801.62A +60150.9 +601-80.9 +601.60.9 +/59.3 +/-59.3 +/59.3 3 FOR ANY ADDITIONAL ANCHORS ��'• � .� ) 1313 i` 76' +70130 +701.04.8 +701-75.7 +/$7.3 +158.8 +158.9 +/-57.2 +/57.2 +/-57.2 +l-55.8 +/55.6 +155.6 REQUIRED FOR THE FRAME ASSEMBLY I J ' STATE OF =<V; 84' +70130 +701.80.4 +70/-71.3 +601E2.1 +1-54.2 +/54.2 TUBE. 'iO'��'•.F(ORIOP.•'` s�9/0NAI- NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.d68705 TABLE 8: FOR GLASS TYPES: p /-- {3/16 AN-.090"SGP-3116 AN 4ppravrd as cmapltfu$with itu Design pressure(psQ for Single Windows,All Anchor Groups 2}7116°LAM! } ITurlda 1 uhga Cod "Id013 Window Width Date -- q iKOA# under 23" 25.151!8- 27,V4" 30" 33112' 35" 37" Mt 11)deProdut C under 23" +901-130 +901.130 +901430 +901-130 1 +901.130 +901.130 +901-13D 25-15/18" +901-130 +901-130 1 +901.130 1 +901-130 +90t-130 WINDOW +901-130 +801-t30 HEIGHT 38318' +901-130 +001-130 +901.130 +$p/.130 +901-130 +901.130 +901.130 ' 48' +901.130 +901-130 +801-130 1 +901-130 +901.130 +DW-130 +901.130 = 50.518' +901.130 +Q01-130 +901.130 +901-130 +DW.130 +901.130 +901.130 WINDOW ' 60" +00/430 +901.130 +001-130 +901-130 +901-130 +901.130 +901.130 WIDTH 63' +901430 +901-130 +901-130 +90f-130 +901-130 +90r-130 +901.129.8 SEE SHEETS t&4 FOR g 72" 30 +801-130 +901.130 +90/•130 +901-129.1 +901-122.5 +901.113.8 WINDOW ANCHOR LOCATIONS AND QUANTITIES. 76' +901-130 +901-130 +901-130 +9p/d30 +$D!-l24J +$01.116.7 +901.107.8 LU 84' +901-130 +901-130 +Q01-130 +901-130 +80/-116.4 (L z Q Elzoto . z � TABLES: r 6 N r, Design Pressure(psl)for Windows Attached to a Vertical Frame Assembly Tube (y Window Widhy O rfla G7 untla23" 2515118' 27.3!4" 30" 33.112" 35' 37' $ $O a Q Anchor Group Anchor Group Anchor Group -AW t-Croup Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,1-&Dco A B C&D A B C&D B A,C&D A I B C&D W uH under 23" +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +741.90 +701. +70-90 +701.90 +70'-90 +701-90 +701-90 +70/•90 +70'-9D +701.90 +701-9D +70/90 +701-90 +701-9D ? Z 2515116" +701-90 +701-90 +70190 +741-90 +701.90 +701•90 +101-40 +701-94 +70'•90 +701-90 +70'-90 +701.90 +7d-90 +701.90 +70'•90 +701-90 +70/-9D +70/90 +701-90 E+701-90 90 38.318" +701-90 +701-71.6 +701-90 +701-90 +701.81 +701.90 +701.90 +701-90 +70'-90 +701-90 +701-90 +701.90 +70'•90 +701.90 +70'-90 +701.90 +701-9D +701.90 +701-90 90 _ 1-n 48" +70t-73.1 +J-57.3 *741-90 +701-fl0 +f-84.8 +701.90 +701.90 +70t-80 +70-50 +101.80 +701-87.8 +701-90 +70'•90 +701.90 +70'-9D +701-90 +701.90 +701-90 +70'-88.990 Y W 50.518" +1-69.3 054.3 +701-90 +701-90 +1.61.4 +701.90 +701.90 +701.90 +70'90 +701-90 +701.83.2 +701-90 +70'•90 +701.90 +701.90 +701.89.2 +741-90 +TO/•90 +70'A4.394 a Z O 60" +158.5 H1*.8 +TDI-84.7 +701-90 +151.8 +701.81.2 +701.90 +70.75.9 +7W-90 +701.89.8 +701-74.2 +701.90 +701-80.3 +701-7&6 +701.90 +701.752 +74/-90 +701-90 +7LY-71.2 W 83" +455.7 0-03.8 +701-807 +701-89.5 +1.49.3 +701.77.3 +701.90 +7(V-723 +70190 +701-&5.3 +186,9 +701-90 +701.78.5 +701.74.9 +701.90 +701.71.6 +701.90 +701.80.5 +f-6i.8 +701-90 (� z W Q O FRAME o' p-7 >� �a-•U H TABLE 10: 10• TUBE' I TUBE Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube ! g m r e window Wldh WINDOW >e'ri N a WINDOW FRAME HElattr � �n under 23" 26151!6" 27.3!4" 30" 33.112" 35" 3T' HEIGHT ASSEMBLY 9ce-,e+ Anchor Anchor Anchor Anchor Anchor Anchor TUBE =�M Group Group Group Group Group Group Anchor Group Anchor Group - - I WINDOW ADDITIONAL w z cid AV All All All B A,C&D A q+701-78.5 C&D A 8 C&0 10"MAX. l"1 WIDTH ANCHOR �"it"ccY 0 under 23" +701-90 +701-90 +701-90 +701-90 +701.82.1 +70'-90 +70!90 +701.90 +701-90 +701-74.3 +701-90 ADDITIONAL (4),+70f-9D +741-90 +701• SEE SHEETS 1&4 FOR WINDOW ANCHOR O 90 +7d-90 +704888 +701-90 +701-84 +701.90 +7d•90 ANCHOR38.318' +7Q'-94 +701-9D +701-9D +701-90 +701.90 +70'•90 +701.90 +701.90 +70190 +70490 +701• (4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET903 FOR ANY ADDITIONAL ANCHORS48" +70'-90 +701-90 +70/•90 +701-90 +701.90 +70'•90 +70'•90 +701.90 +70190 +70190 +70r-90 I WINDOW REQUIRED FOR THE FRAME ASSEMBLY ���``{)�� LYN(y+11(50.518" +701-90 +701-9D +701-90 +701-90 +701.90 +70490 +701.90 -"'1 WIDTH TUBE. �� 'S��'`•GENS+7Qt94 +701-90 +701-90 +76'90 $�'• 4tF60' «70'90 +70--90 +701-90 +701-90 +70490 +70-.90 +701.90 +701.90 +701.90 +741.90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63" +70'90 +701-90 +701-90 +701.90 +701-90 +70'90 +701.90 1 +701-90 +701.90 +701.90 +701.90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET *1• No.58705 ' 72" +79-90 +701.90 +701.90 +701-90 1 +701.90 +701.90 +701.90 +70/-9D +701.90 +701-90 +TO!-90 +70'-9p 3 FOR ANY ADDITIONAL ANCHORS - REQUIRED FOR THE FRAME ASSEMBLY 84" �- 16" +70!-90 +701 +701-90 +701.90 +701.90 +70"•90 +70'•90 +701-90 +701-9D +701-90 +701-90 +701-90 TUBE. �, 1-, k I<S +TO'-90 +701-90 +701.90 +701.90 +701.90 +7(190 ",-Qom`,. STATE OF ((1 NOTES:SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 7s'11 11111W &Et1t* 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN Mn.LER,PX- TABLE 11: FOR GLASS TYPES: Design Pressure(Psfifor Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SGP-3/16 HS) 4pproYMi as ro!uP13'Io8 with The Wrdowwtdth 7)7/8"LAM).IG:(3116"AN-1/4"AIR-3116"HS-.090"SGP-3/16"HS) oa qua umding code under23' 25.15118° 273/4° 30` 33.112• 35' 37• 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) WDAa - under 2r +901-130 +901-130 +901-130 +9W-130 4WI.130 +9g/-130 +901.130 rolA dePredue{ tro! 25.15118` 4901-130 +901-130 +901-130 +801-030 +90J430 +901.130 +801•130 T_ By 38313' +901-130 +901-130 +901-130 4901-130 +901.130 +901.130 +90!•130 WINDOW 48' +9x-130 +8x-130 x90-7-130 +901-430 +901.130 +901.130 +901-130 HEIGHT 56518' +901-130 +9x_730 +90/-130 +011-130 +901-130 +901.130 +901.130 1 q 60' +901-130 +801-130 +901-130 +Sx-130 +901430 +9x•130 +901.130 ..� 63' +901-130 +901-130 1 +90/-130 +901-130 +901-130 +901.130 +901.130 WINDOW 72' +001-130 490%130 +901-130 +901-130 4901.130 +g0/-130 +901.130 WIDTH �. 7G +9x_130 +W-130 +ga-130 +801-130 +W-130 a90/-130 +904130 SEE SHEETS 18,4 FOR d0 84' 1 +901-130 +901-130 +901-130 +801-130 +90/•130 W NNDR Q LOCATIONCATION A S AND QUANTITIES. TABLE 12• r o CNI Destgr Pressure(pSQ to Windows Attached to a Vertical Frame Assembly Tube _ Ly- M under 21' Windaw Width 0 '� .. u ii 00 W L (� 2515116" 27.314' 30" 33.112" 35' g7^ $ $O Q Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchrn Group Anchor Group A B C D A B C&D B A,C&D A B C&D A B C&D B A,0&D A I B C&D W O off Under 23" -70190 +70690 +701.90 -701•90 +701-90 +701-9D +701.90 +701.90 +70?-90 +70190 +70!90 +70.90 +70'-90 +701.90 +701.90 +701-90 +701-90 +701-90 4701.90 +701.90 r`S z 2515116" x70/-90 +701.9D +701-90 +701.90 x70/•9D +701.90 +701-90 +7D1-90 474'-9D +701.90 +74'90 -70190 +74'-90 +701.90 +7d-90 +701-90 +701.90 4701-90 +Ta-90 +701.90 0 363!8' +707-90 +701•71.6 +701.96 -701.90 +70181 +701.90 +70•90 +7x•90 +70'-9D +70190 +74'9D +701.90 +74'-90 +7x-90 +74'•90 +701.9D +701-90 +70190 -70196 -7x.90 _ w - 48" +701-73,1 +157.3 +701-90 +701-90 +184.8 x701.90 -701-90 +701-90 +74'•90 +701.90 +701-87.8 +701.90 +70'90 +701.90 +7(Y-9D +701-90 +701-90 +70190 +7488.4 +7x-90 Y 50518° +/-89.3 +1.54.3 +707-90 +7x•90 x481.4 x701.90 +70f-90 +7x-90 t70!-9p +701.90 +701-83.2 +7x•90 +74'-90 +701.90 +74'•90 +70189.2 +701-90 +7x-90 x70'-84.3 .70! ix - CD 60" +158.5 +7-45,8 4701-84.7 +701.90 +151.8 +74091.2 +701.90 +7/Y-75.9 +74'-90 +Ta-89,6 +701-70.2 +701-90 +701.80.3 +701-78.6 074'-90 +701.75.2 +701-90 +7x-90 +TN-71.2 x70--80 a W 83" x1.55.7 +/.q3.8 x70180.7 +7489.5 +1.49.3 +7(!.77,3 +7x-90 NO'-72.3 +7d-9p +701.85.3 011-68.9 -701.90 +701-76.5 4701-74.9 +701-90 +701.71.0 +701-90 +701.885 +181.8 +701.90 (�n o(' LIJ 0 W CCD ' FRAME TABLE 13: 10-MHC. --I ASSEMBLY TUBE Design Pressure(p60 for Windows Attached to a Horizontal Frame Assembly Tube Window Width T WINDOW aMNY under23' 25.15118' 273/41 30' 33-112'R35- WINDOW FRAME HEIGHT 37` HEIGHT ASSEMBLY p�`x G! Anchor Anchor Anchor Anch 11 TUBE =r,i mvi Grou Glc Group Grou Grou Gmu Anchor0 P Group P P P D -014 Anchor Glotp j WINDOW ADDITIONAL who 4- 10"MA%. -" WIDTH ANCHOR ~ N All A9 A11 Rit B A,C&D A B G&D A 8 C&D (4),IF REQ. on z 4 under23' +74'-90 +70'-90 +70'-907(Y-90 +701.02.1 +76-90 +70'-90 +701-78.5 +701-90 +701-90 +701.74.3 +701-90 ADDITIONAL SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 25.75118' +70'_90 +70'-94 +70'90 +74'90 +74`-90 470'-90 +70188.8 +701-90 +701-90 -701.84 +701.90 +701-90 ANCHOR LOCATIONS AND QUANT(T(EaSEE SHEET 38316' +74'-90 +71'-90 +74'•90 +74'•90 +74.90 4747-90 + (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS 111 I 11(117 70'-90 +701-9p +701.90 -701-90 +7a•so +70/-90 LYNN 11 48' +74.90 +71!-90 +7tY-90 +TW-90 +70'-90 +70+-90 -TO'-90 +701-9g +701-90 +7x•90 +70/-90 + REQUIRED FOR THE FRAME ASSEMBLY �� pNY••....... 1�i 7x-9-7 ��WINDOwI TUBE. ����'et`.•'4YGENS@••'l�'P s 50518" +70'-90 +74'-90 +70 90 +70'-90 +7x-90 +74'-90 +70'-90 +70-90 +7x-90 +JOt-90 +700-90 +70-7.90 WIDTH 1`- P r gSO" +74'-90 +70'-90 +74•-90 +TO'-90 +74'-90 *7W-90 +70'90 +701-9D +701.90 +701.90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR _= *' ND.58705 63' +74'-90 +70'-90 +TO•-90 +74'-90 +TOP-90 +70'-90 +74'-90 +70690 +701-90 +70/.91 +70!•90 +701-9D LOCATIONS AND QUANTITIES.SEE SHEET _ - 72' +70'-90 470'-90 +74.90 +70'90 +74'-90 +701.90 + 3 FOR ANY ADDITIONAL ANCHORS = - T6'-9D +701-90 +701-90 +701-90 +701.90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY �- - 78" +7d-90 +71Y-90 +7rygo +70'-90 +74'-90 +74'•90 +74'iJ0 +70%90 +701-90 -701.90 +7x-9D +70/-90 TUBE, ro 0 3 )' t Ql 84' +70'90 +74'-90 +70'91 *74'-90 +70'90 +74'-90 ip0 STATE OF 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. �71)NOTES: S/�NA�- 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER P.E. P.-705 TABLE 14: FOR GLASS TYPES: Design Pressure(pst)forSingle Nlndows,All Anchor Groups 5)7/8"LAML IG:(118"T-7116"AIR-1/8"AN-.090"PVB-1/8"AN) 4ppr�I-I-v c„",fulykit Wilt 1p` Ftwl .i,ldtcg ode Cali ��rnn�y����•-� Window Width +�1 typAd_ r� ,�,y-1 under23r- 25.15118' 27.3/4' 30• 33.1.9 31- 37• MI mI eIRq J1TtN1 under 23' +7x-90 +70190 ' +701.90 +70/•90 47+•90 47+•80 +701.90 WINDOW 25.15110' +701-90 +701.90 +70/•90 +70150 +701.90 +70/-90 +701-90 HEIGHT v} 36.31W +70150 .70190 +701.90 +701.90 +701.90 +701.90 +701.90 48' +701.90 +70190 +701-90 +701.90 +70r•80 +701.90 +70150 505/8' +701.90 +701.90 +701.90 +701.90 +701.90 +701-90 +701.90 WINDOW a 60' 1 +701-90 +701-90 +70/90 +701-90 +70150 01701-88.6 +701•84.6 WIDTH 3 63' +701-90 +70150 47+•90 +70/-90 -70/-87.2 +701.84 -701-78.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR 72` +701-90 +701-90 +7x-88.5 +701-81.5 +6x-70 +60/-69.4 +8x-87.0 Ott LOCATIONS AND QUANTITIES- W 76' -7x•90 +70/-90 +7x$6.3 +701-78.7 +6+•07.2 +60/•65.2 +6x.63,3 B4• +701-90 +701.90 1 +701-81.3 1 +601-70 -601-81.8 _may Z U N w od O •; V i a" Z j o� TABLE 15: I Design Pressure(pa0 for Windows Attached to a Vertical Frame Assembly Tube C14 fA Oa O Q M WlndawWldlh LL V Q, O under 23• 2515/18' 27-3/4' 30• 33.112• 35' 37' $00 W W00 AnchorGroup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 0 d 0 A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D B A.C&D WDLL)( under23' +701.90 +70190 +701.90 +70150 +701.90 +701.90 +70150 +70150 +70/50 +7050 +7+50 +70-90 a70-90 *701-90 +701.90 +70/50 +701.90 +70190 +70190 W 2515116' *70/50 +70/-80 *701-90 +701.80 +70150 +70/•90 +7019D +701-90 +70-90 4701.90 +70-90 +70-90 +70-90 +70-90 470-80 -701.90 +701.80 +70150 +70190 0 N Z 38318' +701-90 +70/-71.6 +70190 +701-90 +701.81 +701.90 +70150 +701-90 +701-90 +701-90 +70•90 +70190 +701-90 +701.90 +701.90 +70190 +701-00 +70150 +70150 (n Z 48' +701-73.1 +157.3 +701-90 +701-90 +/.84.8 +701-90 +70150 +701-90 +70190 +701-90 +701-87.8 +70190 +701-90 +701-78.6 +701-90 +70150 +70190 +701-88.9 +701-90 _ 60518' 4/69-3 4/•54.3 +701-90 -70190 +1.61.4 +70190 +701-90 +70190 -70190 470190 +70193.2 -701-90 +701-90 +701.74.8 +70150 +701-89.2 +701.90 +701-84.3 +70150 60' +158.5 +/-05.8 +701.84.7 +701-90 +/51.8 +701.81.2 +701-90 +701-76.9 4701-90 +70188.6 +701-70.2 +701-90 +701.80.3 +162.9 +70150 -701.75.2 +70148.6 +701-71.2 +701-84.6 j 0-, Z 83' x/55,7 +/43.8 +701.80.7 +70158.5 +1-08.3 +701.77.3 +70190 +701-72.3 470190 470/55.3 +/-88.9 +70•90 +70-78.5 +159.9 +701.87.2 +70/-71.8 +701.84 4/57.8 +70!.78.9 > Z W FRAME 8 �'O .n(q (%j \U 10'MAX. 1-.- ASSEMBLY € W �+w y ''77}-- I TUBE o d'❑ t=V H TABLE 16. WINDOW ww m Design Pressure(ps0 Tor Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® mo N n a Window Width T_ 1- 0 n-n undar23' 2516118' 273!4' 30` 33.112' 35' 3T WINDOW FRAME !will, WI- ADDITIONAL o�xe HEIGHT ASSEMBLY '�'I WIDTH r--- ANCHOR =�m'y a Anchor Anchor Anchor Anchor TUBE Group Group Group Group Anchor Group Anchor Group Anchor Group (4),IF REO' 06 0 SEESHEETS 1&4 FOR WINDOW ANCHOR �d Y All All All All B A,C 8 D A B C 8 D A B C 8 D 10•MAX. LOCATIONS AND QUANTITIES.SEE SHEET o z Z ~ under23" +7x90 +7x90 +70190 +701.90 +701-82.1 -70190 0170/•80 +701-76.5 +70190 -701-80 +7a-74.3 +7x90 TT 3 FOR ANY ADDITIONAL ANCHORS 25-16118' +701-90 +7x•9D +70190 +70/-90 +7x50 +7x50 +7x•811.8 +70/•90 +701.80 +701.84 +701.90 +7x-90 1 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 383/8' +7x•90 +7x-90 +701-90 +701.90 +7x90 47+90 +701-90 +70/-90 +7x-90 +70190 +70/-90 +701.90 (4),IF REO. TUBE. 3d�7, 48` ala•90 +7x50 +701.90 -701-80 +7x90 +70190 +701-90 +70/90 +701.90 +701.90 +701.90 +701.90 ,•' \CENSE •., i 7[ 50518' +7x90 +701-90 +707.90 +70/-90 470/90 4701-90 +70/50 +70/-90 47+90 +701.90 +70/50 i7a90 WINDOW I : P:• 7� WIDTH I� No.56705 80• +70190 +7x90 +70/•90 +701-90 +70190 +701.90 +701-88.8 +701-88.6 +701-88.8 +70154.6 +701-84.6 +70/54.8 SEE SHEETS 1&4 FOR WINDOW ANCHOR - - 2 63' +70190 +7x90 +70190 +70190 +701-87.2 +701-87.2 470/-84 +70/-84 +70154 +701-70.9 +701-79.9 +70%79.9 LOCATIONS AND QUANTITIES.SEE SHEET 72• +70150 +701.90 +70158.5 +701-81.5 +601.70 +601.-70 -601.69.4 +601-89.4 +60!•89.4 sea-87.8 +g0/.07,8 +601-87.6 3 FOR ANY ADDITIONAL ANCHORS 78' +701-9D +701.90 +7x-88.3 +701-78.7 +80157.2 4601-87.2 +6x•85.2 +801.852 +601.85.2 +801-83.3 +80/$3.3 +60/•83.3 REQUIRED FOR THE FRAME ASSEMBLY ST TE OF B4' +70190 +701-9-- +70181.3 +601-70 +60191.8 +80191.8 TUBE. �iOT�'••FCORIDP:.•��j�;� NOTES: ./8 ONA%- 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.060705 TABLE 17: FOR GLASS TYPES: Design Pressure(pagfor Singlo Windows,All Anchor Groups 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.09011 SGP-3/16"AN) 'API)Ivved no coolplyic8%fihIt, 8)7/8"LAM].IG:(3/16"T-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) Florid.8ulding Code Window Width AtOA��� Do under 23' 25.15/18' 27314' 30' 331/2' 35' 37M arai .duet Co�'ro under 23' +901-130 +90/-130 +901-130 +907-130 +801-130 +901-130 +901-130 flyI� 25-15118' +901-130 +801-130 +90%130 +901-130 +901-130 +90%130 +901-130 383/8' +D0/-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901430 WINDOW 4B' +DO/-130 +901430 +901-130 +901-130 +901-130 +901.130 +901-130 HEIGHT i 50-518' +901-130 +901-130 +901.130 +901-130 +001-130 +901.130 +901-130 FW. +901-130 +901-130 +901-130 1801-130 +90/-130 +901.130 +901430 83' +801-130 +901-130 1 +901.130 1 +901-130 +901.130 1 +901-130 +901-130 ­4W WIDTH I_ 72' +901-130 +901-130 +80/-130 +901-130 +801-130 +901-124.8 +901-115.7 SEE SHEETS 1&4 FOR O 76' +901-130 +80%130 +80/-130 +901-130 +901-128.2 +901-118.7 +901-109.8 WINDOWANCHOR LLI~ 84' x901-130 +901-130 +80/-130 +901-130 +801.118.4 LOCATIONS AND QUANTITIES. 06 z°V .. 06 a 1 Z o� TABLE 18: N r O Desigi Pressure(pap for Windows Attached to a Vertical Frame Assembly Tube J LL m Window Wirth 9 .. (1' O under 23" 2.15116" 27314' 30" 33112" 35' 37" o o O W W in Q1 CL Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group U) A B G D A B C&D B A,C&D A B C&D A B C&O B A,C&D A B C&D W off under 23" +701-90 +701-90 +70150 +701-90 -701-90 +701.90 +701-90 +701.90 +701•90 +701-90 +701.90 +70130 +701-90 +701-90 470'-90 +701.90 +701-90 +701.90 +70150 +701-90 = Z m Z Y 2515110" +70150 +701.90 +701.90 +701.90 +701-90 +701.90 +70150 +701-90 +70'•90 +701-90 +70'-90 +701.90 +701.90 +701.90 •701.90 +701.90 +701-90 +70!•90 a70l-90 +701.90 38318" +70150 +701-71.6 +701-90 +701-90 +701-fit +701.90 +701.90 +701-90 +701.90 +701-90 +701.90 +701-90 +701-90 •701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-9D 46' +701.73.1 +157.3 +701.90 +701.90 +1.84.8 +701-90 +701-90 +701.90 +70'50 +701.90 +701-87.8 +701.90 +701.90 +701.90 +701-90 +701.90 +701-90 +701.90 +70158.9 +701-90 Y W F 50.&811 +/-89.3 +1.54.3 +70/•90 +701.90 41-61.4 +701-90 +70150 +701-90 +701-90 +701-90 +701-83.2 +701.90 +701.90 +701-90 +701-90 +701.89.2 +701.90 -70/•9D +70154.3 +701.90 d Z O �+ 80' a/-58.5 +1.45.8 +701-B4.7 +701.90 a/51.8 +701.81.2 +701.90 +701-75.9 -701.90 +701-89.6 +701-70.2 +701.90 +701-80.3 +701-78.6 +701-90 470/-75.2 +701.90 +701-90 +701.71.2 +701.90 O z W 83 +155.7 */-43.8 .701.80.7 +70'•89.5 +1-09.3 +701-77.3 +701-90 +701-72.3 +701-90 +70/-85.3 41-88.9 ♦701.90 +70).78.5 +701.74.9 +701.90 +701-71.6 +701-90 +701.88.5 +1.131.8 -701-911 (n o(7 W o Q >i_n ( "U FRAME 10'MAX. -r-I ASSEMBLY TUBE TABLE 19: ,. Of Design Pressure(pso for Windows Attached to a Horizontal Frame Assembly Tube - WINDOW B HEIGHT Window Width T under23' 25.151113' 27.314' 30' 331/2' 35' 37' WINDOW FRAME a HEIGHT ASSEMBLY i- =1,3 - < Anchor Anchor Anchor Anchor Anchor Anchor TUBE I ADDITIONAL F z Anchor Gro Anchor Groupy'1 WINDOW q p o Group Group Group Group Group Group WIDTH ANCHOR a z 10'MAX. (4),IF REq. n z ~ All All All All B A.C&D A B C&D A B C&D z under 23' +70/•90 +701.90 +701.90 +701.90 +701.82.1 -701-90 +701.90 +701-7&5 +701.90 +701.90 +701-74.3 +701.90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15/18' +701.90 +701-90 +70150 +701.90 +701-90 +701.90 +701.88.8 +701.90 +701.90 +701.84 +70/-90 +76ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),(4),IF REQ. 3 FOR ANY ADDITIONAL.ANCHORS 38.318' +70/-90 +701.90 +701.90 +701.90 +701-90 +701.90 +70150 +701.90 +70150 +70150 +701-90 +701.90 REQUIRED FOR THE FRAME ASSEMBLY `\� p��V LYNN15 �i,�' 48' +701-90 +701-90 +70/-90 +701.90 +701-90 +701.90 +701.90 *701-90 +701•80 +701-90 +701•90 +701.90 I WINDOW QBE' a'�..•'L,IGENSF 60.518' +70150 +70/-9D +701-90 +701.90 +701-9D +701.90 +701.90 +701-90 +701•90 +701-90 +701.90 +701-90 '--�1 WIDTH Q' •'.• �� 80' +701.90 +701.90 +701-90 +701.90 +701.90 1 +701.90 +701-90 +701-90 1 +701.90 +701-90 +70150 +701-90 SEE SHEETS I&4 FORWINDOWANCHOR YT:• No.5B705 83' +70/•90 +70150 +701-90 +701-90 +701-90 1 +701.90 1 470150 1 +701-90 1 +701.90 +701-90 +701.90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 7Y +70/-90 +701.90 470/-90 +70%90 +7W-90 +701.90 +701-90 +701.90 +70150 +70150 +701.90 +701-90 (u � REQUIRED FOR THE FRAME ASSEMBLY 3�)3 76' +701-90 +701.90 +701.90 +701.90 +701.90 +701.90 +70!•90 x701.90 +70/•90 +701-9D *Tot•90 +701-90 TUBE. STATE OF ;•��/` 84' +701.90 +701.00 +701-90 +701.90 +701-90 +701.90 �iO'��.•'•.FCORIOP.•'`�j�� NOTES: ,77/ss/ONAL 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. REA 68705 TABLE 20: m owe.# Description Material ASSEMBLY DETAILS 062• �{1.124- _L_ r- 1 7002 Main Frame Head,Sill&Jamb 6083-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR NOM. ,434' 2 7071 Anchor Plate 60 Alum. 2.918' 126' 3 7003 Sash Top,Bottom&Side Rail 6083.76 Alum. I oe2' 2.701' 4 7008 Frame Corner Ke Steel 438` —4 5 7009 Sash Corner Ke Steel 3 NOM. 6 7078 Frame Gasket Vinyl Foam 1.159, 7 7072 Sash CornerGasket Vinyl Foam 2.764' 2,139' _J1 8 7070 Bulb Weatherstrip.187"x.275" Flex PVC 70 .093' 10 7024 Maxim Multi-Point Lock Steel SASH FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Lock Support Plate Steel SILL&JAMB O BOTTOM&SIDE O ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 13 7013 Tle Bar Gulde Nylon TABLE 3,SHEET4 1 14 1 7015 Tie BarAssembly Steel or SS —.I 1.356" I+ 15 7028 Maxim Dyad Operator,W W<=24" Steel 2.203' +I 16 7027 Maxim Dual Arm Operator,WW>24" Steel I p 040" 1,000' 17 7030 O eratorGasket Vinyl Foam �TF�.44411' 1 18 7031 Operator Backing Plate Steel 7 T } 423• 19 7051 Operator Spacer Block Nylon 3 .095 J I FIXED .083' 20 7032 Stud Bracket Steel O ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE 21 7033 Egress Hineor (He Slider Dual Arm Steel 2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 22 7023 Egress Hln a(Heavy Duty),Manuf.b Truth Steel 23 7050 Egress Hln a/Washable HD,Manuf.b Truth Steel 5 24 Snubber Anti-blowout Clip Steel I IIS 31 Dura Seals Spacer SI .050 706. i 050' :: t to 32 1713 SettingBlock 5/32"x3/161x1-1/4" EPDM ._L 33 1714 Setting Block 5/32"x 716"x1-1/4" EPDM 85 665• ,86V 35 7036 Lam[Bead B 6083-T6 Alum. 36 1 7042 Laml Bead C 6063-T6 Alum. 1 37 7059 LamlBead D 60Alum Vinyl 35 BEAD B 36 BEAD C 38 1224 Vln I Bulb Wst Thick Flexlex PVC 70 39 1225 Vinyl Bulb Wst ihIn) Flex PVC 70 #7036,6063-T6 97042,6063-T6 50 Dow 899SlliconBackbedding INTERIOR 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Ke Polypropolene •172' �II 62 Screen Cloth Fiberglass 6 63 1635 Screen Spline EM.PVC 4 .870' 64 320 Screen Spring Stainless Steel .050' 70 134 Add-on Flange 6063-T6 Alum. FRAME .669" 71 7004 Frame Ass Tube 6083-TO Alum. 80 #8-32x 1/2"Ph.Pn.Mach.ScrTYPE B Stainless Steel CORNERS 37 BEAD D 81 1157 08 x 1/2"Ph.Pn.SMS Stainless Steel #7059,6063 T8 Approved as co®prying xilh The 68 F'laride Buldln C� 82 _qe x 5/8"FI.Ph.SMS Stainless Steel a A 83 q8 X 7 8"FI.Ph.SMS Stainless Steel � LYNN / Revised By. Date: Rovision: At ami Dade uel C Irol 84 08x1"FI.Ph.TEK Stainless Steel �����N�,..•••.,4 65 0X1,Quad Pn SMS Stainless Steel \��.• �10ENS�c '.Fp Q:• Revised By: Dale: Revision: 86 48)(1-1/2"Quad Pn SMS Stainless Steel = ,�;• �r No.68705 87 #lox 1/2"Ph.Pn./TEK Stainless Steel _ 89 1#IL24x 9/16"Ph.Pn.TYPE F Stainless Steel - 6t ® Doscription: Drawn By: 90 012x1"Ph.Pn.TEK Stainless Steel �'. 3 fif 13 BOM AND CORNER VIEWS JROSOWSKI o STATE OF 1070 TECHNOLOGY DRIVE IIDe: Dote: T FLORIOP.•'`('j� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 •,/�iSS•......... �.�� P.O. BOX 1526 1/7,/0NA11—t%\%� NOKOMIS.' FL 34274 Sanas/IAodol: Scold: Sheet: Drawing No. Rer. A.LYN�7�II�LER,P.E. CERT. OF AUTH: #29296 CA-740 NTS 10 OF 10 MD-CA740-LM REM 58705