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Home My WebLink AboutProduct Approval MIAMI- 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) rvww.miamidade.govleconomy 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 duality 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-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami--Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA,as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. - The submitted documentation was reviewed by Manuel Perez,P.E. / NOA No.15-0528.26 MIAMI-C COUNTYff Expiration Date: February 19,2019 . ? Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC;TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an 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. (Submitted under previous NOA No. 13-0502.03) 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1145.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rh Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manue Perez . Product Control ExafuWer NOA No. 15-0528.26 Expiration Date: February 19,2019 Approval Date: July 09 2015 l;-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas(b(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 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 11 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 FBC-5"' Edition (2014), dated May 20,2015,issued by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for.Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manuel Per Product Control ami er NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP•TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH 44.114'VISIBLE {,� 45-114'VISIBLE 45.114'VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH I LIGHT WIDTH LIGHT WIDTH PRODUCI'RBVISED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS I m complying with the Florida 8'MAX. 2"MAX. INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD +� 8'MAX. —^� F,SHEET B �'"� Building Coda, LITE(CAP)MUST TEMPERED. B,SHEETB D,SHEET? �F__H.SHEETS Acceplaocc No 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, im5on 6le !�)q DY l USE ONLY MIAMI•DADE COUNTI'APPROVED MASONRY Mi adc Product Ca a ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E,SHEET 8 I E.SHEET B WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 05iUC C SHEET 7 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETB i SHEETS BUCK SHEET? I B6' G,SHEETB i G, HEETB ; TH EDITION FB UPDATE 4 HEIGHT 4 _� BUCK DATE:07/02/15 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE I L L— HEIGHT m CONSIDERED IX INSTALLATIONS.IXWOOD BUCKS ARE L r f T / 93-114' OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. ...11L�� I 92-114" VISIBLE u WOOD BUCKS DEPICTED AS 2XARE 1-112'THICK OR 12"MAX. / VISIBLE 12'MAX. / 93.114' LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT O.C. / VISIBLE 5'MAX. I / rc DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 98• I / HEIGHT T BUCK I / 98' co Y Q THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO I HEIGHT W c� rp ARCHITECT OF RECORD,(AOR). I TIP I HEIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I I }u) V o00 0 N 00 BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 1 SUFFICIENT EMBEDMENT.NARROW JOINT SEALANTIS USED 1_ I „j_ ON W n p o W ' d ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION Li 0T J J rn o Z •(B l; ANCHORS SHOULD BE SEALED.OVERALL II f I F.SHEET 8 Z LLto LL cop J uMaO p SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF g• I l--.B 12'MAX,O.C. 6" J yD—�{ {+- 12'MAX.O.C. 2 0 W 2 �- MAX. H,SHEET 9 U U X 0 10 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, SHEETB MAXMAX• SHEET 7 5'MAX.O.C. W— O� 10 � .eN THE SCOPE OF THESE INSTRUCTIONS.' Z 6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION n j 0 Z z so LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o Z a.Z v O O SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING Q LL APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE .� O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDOW. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK J GUIDE TO SHEETS: 12'O.C. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROMTHE TABLES ON SHEETS 2.5. m y o I'll's 7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12.O.C.MAX FOR ALL CURVED FRAME ® m Z O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL CYCLE ELEVATIONS................................1 \ MEMBERS,SEE FIGURE 1,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS..............._......2-5 = O O E1300. 0 DESIGN PRESSURES..................2-5 12'O.C. I WIDTH =-( WIDTH--I r__WIDTH—�{ I--WIDTH+I Q� Z Z olo�s B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX / r——— ——— —'-1 r 1 r 1 p PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 I I T I I I o: O LEI NN ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........6 ~ � �of INSTALLATION,INT.FIN B.._......9 - / 5 W w O W 0.d 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" x I I = I x I I s I LL C7 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 MAX. 1 1 1 L J L— _J ollll •oso0 oauos TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PART$LIST......................._..........10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS WIDTH- i Imo_ -•WIDTH---I I�WIDTH--I Imo'WIDTH+I 111 I l 1111 j PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: ~— — — r— —"l r 1 ��`�0�}V 1"" T T / THE EVALUATION OF ANCHORS INTO WOOD.ANCHOR$THAT T T T t �I i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Descdpllon $aet I I �\ � 1,10ENgF/<<F� SHALL MEET THE REQUIREMENTS OF THE FLORIDA N 0 BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Leml 3118'An-.090'PVB-3116'HS 2 = No.50705 2 7116'Leml 3118'HS-.090'PVB-3'16'HS 2 _1 = I I = 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1116'Laml.IG 3116'T-7118'Air-3'16'An..090'PVB-3118'HS 3 1 1 1 L— —J 1 L _ _ '4 ELCO ULTRACON NDA;ELCO CRETEFLEX NDA;ANSI/AF&PA 4 1.1116'Lam).IO(3118'T-7116'Air-3'16"HS..090'PVB-3118'HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN r= - WIDTH =r I'�- WIDTH-�I Imo-WIDTH+{ F-WIDTH+I ."L IS 11: MANUAL 5 7116'Land 3116'An-.090'SG-3116'An 4- -- —_ — 8 7118'Laml 3/18'HS-.09(r SO 4 T�- -� Tr--- T�- -, Tr-- '��'�•••. F. TE OF ,�;<�` 7 1.1116La3118'T-7/16'Alr-3116"An•.090"SG-3118'An 5 I I I %�P '•.,<ORID?..•'• 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 % Q "•••• C'1��- SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1118'L.E.ml10 3118'T-7116'Alr-3118'HS-.OBD'SG-3116°HS 5 w I /a In JA I W MAY ALSO BE REFERRED AS THE 701 SERIES. A"SG'='KURARAY SENTRYGLAS INTERLAYER"BY KURARAY AMERICA,INC. I I = 1l 11 1 I 1 1 1 t "PVB"="KURARAY BUTACITE®PVB INTERLAYER'BY KURARAY AMERICA,INC. j 1 _ ___ A.LYNN MILLER,P.E. L P.E.q 68705 } TABLE 2: Window Design Pressure(+/-,psf)forGlass Type 1 Lang SIde(in) 7116'LAMINATED I� 67-716 1 76 so 84 BB 92 96 1 100 104 109.112 GLASS STACK 30 +180 +1.80 +1.80 +1.00 +180 +1.80 +/•80 +1-80 +1480 +1.80 +/-811 32 +180 +1-80 +/480 +1480 +180 +1.80 +/-80 +/-80 +/80 +1-80 +1.80 .090'PVB INTERLAYER 34 +/-60 +148D +/-80 +1480 +180 +1.80 +1.80 +1480 +1410 +1-79.8 +1.79.4 3116"HEAT STRENGTHENED GLASS 38 +1480 +1480 +/-BO +1-80 +1480 r180 +/-79.7 +/•77.2 +1.75.1 +1-73.4 +1.72.2 3/16'ANNFALED GLASS PRODUCT REVISED 38 +1480 +1.80 +I-80 +1.80 +1430 +/•78.1 +1.75.2 +1-725 +1.70.3 +/488.5 -1-65.3 ascomplyingod with tlro Fbt[da 40 +1-80 +/-80 +1480 +/•79.8 +1.77.2 +1-74.3 +/-71.3 +1437.9 +1$5,1 +1433.4 +I-Bt.B 4 11 AcceplaneeNo)f5-05 42 +1.80 +/80 +1.80 +1.77,4 +l-74.3 +1-77.3 +!430.2 +/-84.7 x181.6 +/•59.8 +1-58.2 iroNon Dale 44 +180 +1-80 +1-78.9 +/-75.4 +1.72.1 +1.613.9 +1435.8 +/4322 +159.7 +/-57.5 USED AT CURVED FRAME MEMBERS ONLY 29 6/8" �-- LONG SIDE DY 48 +1.80 +1.80 +1•77.2 +1.73.6 +1.70.1 +/-88.8 +1483.5 +1430.3 +!S/.7 @ 11-718'O.C.MAX. GLASS BITE Miami ada Product ntro 48 +l-8 +1.79.3 +1.75.6 +/•71.9 +1438.3 +1-64.9 +1.61.5 +/-58.2 w 50 +1.80 +/-77.5 +1.74.1 +1.70.3 +1.86.7 +1.63.1 +159.7 1-3 w 52 +1-79.1 +1-75.6 +1-724 +/58.8 +185.1 +/-81.6 SHORT Q NO CHANGE THIS SHEET 54 +1-77.4 +l-73.8 +1-70.5 +!437.3 +153.5 EXTERIOR SIDE L 56 +1-75.6 +1-72 +1436.6 +/-65.3 20 13 m DATE:07/02/15 58 +1.742 +1•70.3 +188.8 Bo */-727 M88.7 +1.65 rc 62 +w1.2 +187.1 GLASS TYPE 1 84 +189.7 +1435.5 �- LONG SIDE -� 68 +/88.3 87.718 +187 Y Q NOTES: SHORT // � a � xab . 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE Y� R 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 U3 CD 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -1-• }r ^ 0100 O 04 N cc TABLE DIMENSIONS MAY BE m c i LU N ORIENTED VERTICALLY OR O, N J o Z „'�� ~ HORIZONTALLY AS SHOWN. Z u- NO LL co I j ° o =Uf o a �Z m O ( mxa TABLE 3: Window Design Pressure(0,psf)for Glass Type 3 Q O z 0z D z °' W k Long Side(in) g -� O 87.718 72 76 BD 84 BB 92 98 100 104 109-112 1-1116"NOM. 7116"LAMINATED ti¢l N GLASS STACK J 30 +1.80 +180 WaD +1430 +180 +1.80 +/-80 +1.80 +/-80 +/430 +1430 GLASS STACK Q F 32 +/•80 +1430 +/-80 +180 +/80 +1-BD +/.80 +1480 +1.80 +/-80 +1.80 3116"HEAT SHORT N LU 8-7-745 34 +1.80 +/80 +180 +1.80 +180 +1480 +1-80 +1.60 +180 +1480 +/430 STRENGTHENED GLASS SIDE ® z 36 +1 80 +180 +1-80 +1430 +180 +1.80 +1-8D +1-80 +1430 +1.60 +1480 3116"TEMPFJiED GLASS N H 38 r/-80 " +1440 +1-80 +1-80 +180 +1.80 +I-&) +1480 +1-79.4 +1.76.4 +1-74.3 3116'ANNEALED GLASS 40 +1.80 +/-80 +1-6D +1480 +180 +1430 to +I-76.7 +1-73.5 +1-70.9 +189 7/16'AIR SPACE .090'PVB 0 LU Z 42 +/440 +1-Bo +1430 +1430 +180 +1430 +1.77 +/•73.1 +189.8 +/-88.9 +1.65.2 11 INTERLAYER a Z a aloaS u 44 +1.80 +1.80 +1.80 +1.80 +180 +1-77.0 +/-74.1 +1-70.3 +187.5 +/•63.9 Z N N 46 +1-80 +/-80 0-80 +1.80 +1.79.2 +1-75.4 +1-71.7 +188.1 +185.1 5 LONG K 0 O 5 48 +180 +1•80 +1480 +1430 +1-77.2 +1-73.3 +/89.5 +1.65.6 USED AT CURVED S/B, SIDE U LL,3 W a d 50 +/430 +f-8D +1430 +1-79.4 +/-75.3 +1-71.3 +/-87.5 FRAME MEMBERS ONLY 29 GLASS BITE LL D Q 52 +1.80 +1.80 +1.80 +1.77.7 +/-73.5 +/-89.6 @ 11.718'O.C.MAX. a 54 +/-80 +1.80 +/-79.8 +1.76 +1.71.8 1-3 ells •�se0 sauaS 58 +150 +1-79.4 +1.75.4 *1-73.8 EXTERIOR �I�I�( LYNN�� 60 +1.80 +/.77,6 +1.73.5 a 22 21 13 SHORT I` ;\��ON .••••... 7(e��/ B2 +180 +1.75.8 SIDE 1� a GENS Q: F fp 84 +1.788 +1-74 88 .1-77.2 GLASS TYPE 3 _�`Tt' No.50705 it 87-710 +1.74.9 - NOTES: tE 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIPTO-TIP DIMENSION TO DETERMINETHE BUCK DIMENSION. �2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ST F ;• ,/(/` 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. '••.!RORIOP,.•' A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design Pressure(+/-,psf)for Glass Types 2&4 Long Side(in) 87-118 72 76 80 84 Be 92 198 100 104 109.112 112 1 110 120124 128 1 132 138 140 144 30 +1.80 +1-80 +IAO +IAO +1-80 +1.80 +l-80 +/AO +1A0 1 +1.80 +1.80 +1-80 N-80 +l•B0 +/-80 +1.80 +1-80 +1-80 +1.80 +/-80 32 +/-80 +1-80 .1-80 +1.80 +1.80 +1.80 +1.80 +1.80 +1-80 +r-80 +1-80 +1-80 +/-80 +1.80 +1-80 +r•80 +1-80 +1-80 +1.80 34 +/-80 +1-80 +1.80 +/-80 +1.80 +1•80 MAO +1.80 +IAO +1.80 +1.80 +1-80 +IAO +1.80 1 +/-80 +1.80 +1.80 PRODUCI'REVISED. 38 +1.80 +1.80 +1.80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/A0 +1.80 +1.80 +1-80 +1-80 +1-EO +IAO acilding Codrig e the Florida 38 +1.80 +1.80 +IAO +1•8D +1.80 +1-60 +1.80 +1-80 +1-80 +1.80 +IAO +1.80 +IAO +IAO Building Code 40 +1-80 +1A +1 0 +1-80 +1-80 .80 +r•80 +1.80 +1.80 +1-8Drotio t Dale D +1.80 +l-80 +1-00 Accepmocc No 42 +1.60 +/A0 +1A0 -1-80 +1-60 +1-80 +1.60 0-80 +1-80O +1.60 +1-80B.pi _ Jq G 44 +1-60 +IAO +IAO +1•80 +lAO /1.80 r1-80 +lAO +/•80 +lAO DY R60 fIAO +1-80 +1.80 +/•80 +1.80 +I-80 +1-80 +IAO +1•80 Mico Dade Product ntrol v +1-80 +1A0 +1A0 +1.80 +1.60 +lAO +IAO +I-80 V5 +IAD +!•80 +/AO +1.80 +IAO +1-80 +1-8D Y R +!•ao +r-eo +lAo +/Ao .IAo +I-79.1 NO CHANGE THIS SHEET N +1A0 +1A0 +1-80 +/AO +I.76.6 DATE:07/02/15 +1A0 +l-80 +IAO +1.79.1 m +rAO +1A0 +1-80 +IAO +1.80 +1.79.3 u +1.80 +1.80 e, +IAO rlAO 66 1 X1'8 m Y Q 67.7/8 1 +/-60 1 W a !n nag NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Zi 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. } a -.71-50 0 o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Ur N rro 0 A 'N7 N ,j co LUN 0 J 0)J 0 Z r Z lL to LL rD W uxwp a U_U XD d 0 1W-•Z m 0 `fi C9 9mo 1-1116"NOM. TABLE DIMENSIONS MAYBE o Wj Y Z GLASS STACK ORIENTED VERTICALLY OR p 0 O N 7/16'LAMINATED - GLASS STACK HORIZONTALLY AS SHOWN. `-'Z D-Z f- W LL GLASS STACK J 0 3/1 B"HEAT STRENGTHENED GLASS LONG g co .090'PVB INTERLAYER 3116"TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS SIDE Q 3/16"HP-AT • ��- LONG SIDE W 3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090'PVB INTERLAYER m y W laay5 0 m Z W 11 SHORT 0 W co 4 to Z 11 5 SIDE v j � L11 USED AT CURVED USED AT CURVED SHORT I' LL K °IO'S FRAME MEMBERS ONLY 29 818• 518" SIDE IT 0 Z a 0 0 FRAME MEMBERS ONLY 29 @ 11-718'O.C.MAX. GLASS BITE @ 11.718"O.C.MAX. GLASS BITE Z N N 1-3 1-3 cwi W U) CL EXTERIOR EXTERIOR �- LONG SIDE -�. LL 0 D. E4 20 13a 22 21 13 T anu •°saQ sgUB$ GLASS TYPE 2 GLASS TYPE 4 ssloeSIDE LONG \\ N,(1VNN - � I �a'��.•'�10Era5G•'.F9 N0.58705 SHORTLr --LL SIDE 7��, C). ST.TC BONA!. 1/11ntt1`` A.LYNN MILLER.P.E. REN 58705 A TABLES: Window Design Pressure(4,pso forGlass Type 5 Long Side(in) 7/16'LAMINATED 87.718 72 76 g0 84 Be '92 96 100 104 109.1/2 GLASS STACK 30 +901-125.4 +901.120 +901-115.6 +901-111.5 +901-108.5 +901.106 +901-104.5 +901-103.5 +901-1025 +901-100.7 *901•97.9 .090'SG INTERLAYER 32 +901-116.9 +90•1108 +901.105.3 +9(Y-101.6 +90138.7 +901.95.7 +901-92.3 +901-90.6 +901-90.3 +1.89.9 +1.89 34 +901-108.9 +901.103 +901.988 +901-95.1 +90131.8 +1.8$2 +/-84.4 +1-81.5 +/50.1 +1.79.8 +1-79.4 3/16"ANNEALED GLASS 36 +901-102.6 +901-97.1 +901-928 +/-88.9 +1-85.5 +1528 +1.79.7 +1.77.2 +1-75.1 +1-73.4 +1-72.2 3/16'ANNEALED GLASS PRODUCT REVISED 38 +901.98.4 +901-92.2 +1.86.7 +1.83.2 +/-80.7 +1.78.1 +1-75.2 +1.725 +/-70.3 +1-68.5 +1.68.3 as complying with the Florida 40 +901.94.0 +1-88.2 +/.82.6 +1.79.0 +1.77.2 +1-74.3 +1.71.3 +/-67.9 +185.1 +1-63.4 +/51.8 4 11 nuilding Code trJ'O8-� 42 +901-91.3 +154.7 +/.80.7 +1.7/.4 r/-74.3 +1-71.3 +/•88.2 +1.84.7 +/81.8 x159.8 +1.58.2 USED AT CURVED Acceptance No ' 1 44 +/-883 +1.62.4 +1.78.9 +1-75.4 +1.72.1 +188.9 +1.85.6 +1822 +159.7 +/-57.5 FRAME MEMBERS ONLY pirau t Dam u 29 618' 46 +1-854 +1.80.8 +1-77.2 +1-73.6 +1.10.1 +I.WB +1.83.5 +1-80.3 +157.7 ®11-7/8'O.C.MAX. GLASS BITE �•+- LONG SIDE By v_ 48 +/-827 +I-79.3 +I-75.6 +1.71.9 +1-68.3 +1.64.9 +1-61.5 +1-582 - T Mi Dade Product rn 50 +/-88.9 +1.71.5 +1-74.1 +1-70.3 +1.86.7 +183.1 +1-59.7 1� r E 52 +/-79.1 +1-75.8 +/-724 +/88.8 +1.85.1 +1.81.5 U) 54 +1-77.4 +1-73.8 +1-70.6 +/87.3 +/83.5 EXTERIOR SHORT Q NO CHANGETHIS SHEET 58 +1-75.8 +1-72 +/•68.6 +1.05.3 20 13 SIDE DATE:07/02115 58 +/-74.2 +/-70.3 +1.86.6 Im 60 +/•727 +1-68.7 +1.85 1 GLASS TYPE 5 62 +/-71.2 +187.1 u 64 +189.7 1 +185.5 �+- LONG SIDE --i z 88 1 +1.88.3 67-7/ 1 +187 Q SHORT NOTES: �J/ µ1 M Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE a '38 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. + K 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J- O0 Da to N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. (.9 N 0 ao O chi w N TABLE DIMENSIONS MAY BE j t ORIENTED VERTICALLY OR C) N 1 o Z HORIZONTALLY AS SHOWN. Z U LL co w UL) XE5 w O o TABLE 6: H W m 0 CD n a Window Design Pressure(+!-,psQfor Glass Type 7 o Q O rn O `7 Long Side(in) r Z a Z .. 1- W O 67-718 12 76 60 84 Be 92 96 100 104 109-112 1-1/16'NOM. 30 +901-130 +901-130 +901-130 +901.126 +901-122.8 +901AI9.8 +901.1181 +901.117 +901.1158 +901-112.7 +901-109.9 GLASS STACK 7116'LAMINATED Q H 32 +901-130 +901-1251 +901.118.9 +901.114.6 +901-111.5 +901-108.1 +901-104.3 +901.102.4 +901.102 +901.101.4 +901-99.7 CLASS STACK SHORT `� y Lu IaavS 34 +901-123.1 +901.1184 +901.111.7 +901.107.5 +901-1038 +901-99.7 +901.95.3 +901-92.1 +901-90.5 +1-90 +/-89.6 3/16"ANNEALED GLASS SIDE Z 36 +901.118 +901-1098 +1901-104.8 +901-100.5 +901-96.8 +801.93.3 +/-90 +1-87.3 +184.9 +152.3 +151.2 3/16'TEMPERED GLASS 38 +901.111.2 +901.104.2 +901-97.9 +901-94 +901.91.1 +1.88.2 +1-84.9 +/-81.9 +179.4 +1•76.4 +/-74.3 3116'ANNEALED GLASS Z 40 +901.108.9 +901-99.6 +901334 +901.90.1 +/•B7.2 +/.B4 +1.80.5 +f-787 +173.5 +1.70.9 +1-69 7116"AIRSPACE .090'SG INTERLAYER q w +110+15 42 +901-103.2 +901-95.7 +901-91.2 +157.4 +1-84 +/-80.6 +1-77 +I-731 +189.8 +1-88.9 +755.2 Z CG 44 +90/-99.7 +901.93.1 +159.1 +1-65.2 +1.81.4 +1.77.8 +1-74.1 +1-70.3 +187.5 +1.83.9 11 0 Z N N 46 +901.96.5 +901.91.3 +1.87.2 +1•83.2 +1.79.2 +/-754 +1-71.7 +188.1 +155.1 5 LONG O O T5 48 +901-93.5 +1-89.6 -1.65.4 +1.81.2 +1.77.2 +/-733 +/89.5 +/.85.8 � d d 50 +901-91.4 +157.8 *1.83.7 +/-79.4 +1.75.3 +f-71.3 +1.87.5 USED AT CURVED 618, SIDE U X W g 52 +/.89.4 +1.85.5 +/-81.8 +1-77.7 +1.73.5 +1.895 FRAME MEMBERS ONLY 29 GLASS BITE LL O to Q 11-718'O.C.MAX. 54 +157.5 +1.83.4 +!•79.8 +/-78 *1.71.8 1-3 011!1 'os0p seuas 58 +/•856 +1-81.4 +/-77.5 +/-73.8 58 +1.838 +1.79.4 +1.75.4 L___j d I 60 +f-821 +l-7T.8 +1.73.5 EXTERIOR 22 21 13 SHORT ��1\1`(II.YNN 62 +1.80.4 +1.75.8 . a SIDE �� SON•"""'••d9,14( 64 +1-788 +1-74 Be +1-n.2 GLASS TYPE 7 ��: �%cENSF'•• p ' 87.718 +1.749 _ tii: No.50705 'N NOTES: _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. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. SffATL(f • 4 THIS SHEETAPPLIES ONLY TO FLANGEAND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. <l/V�� fS;oNAt-`t A.L4IJrI I)AILLER,P.E. P.EA 58705 TABLE 7: Window Design Pressure(+/-,psf)for Glass types 6&8 Lola Side(in) 67-716 1 72 78 1 80 84 1 88 92 96 100 104 1 109.112 112 118 120 124 128 132 138 140 144 30 +901-130 +901-130 +901.133 +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 +9W-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 +90/•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 +90/-130 +901-130 +901-130 «901-130 +901-130 +901.130 +901.130 +901-130 +901-130 PRODUCT REVISED 38 +901.130 +901.130 +901-130 +901-130 +901.130 +901-130 +901.130 +901.130 +901.13D +901.130 +901-130 +901.130 *901-730 +901.130 +901-130 +901.130 as complying wish the Flotidn 38 +901.130 +901.130 +901.130 +901.130 +901.130 +901.130 +901-130 +90!•130 +901-130 +901.1333 +901-130 +901.130 +901.129.2 +901-127,3 AcB.cepug C°dc(6-o x728.ay 40 +9W-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +901.130 +901-128.8 +901-123.2 +90!•122 Acccpl ioit ra 42 «901-130 +901-130 +901-130 +901-130 +901•130 +80/•130 +901.130 +901.129.3 +90'-123.2 +90'•119.7 +901-116.4 Ex imli �Dmc i9 .6 44 +901.130 +901.130 +901130 +901.130 +901-130 +901-133 +901-130 +901-124.5 +901-119.4 +901.115 By 48 +901-130 +901.130 +901.130 +901.130 +901-130 +901-13D +901-126.9 +90'-120.5 +901.115.3 Miam' ado Product dlml v 48 +901.133 +901.130 +901.130 +901-130 +901-130 +901-129.7 +901-123 +90'•116.5 50 +901130 +90/.130 +901-130 +901-137 +901-130 +0-126.2+89.41-119. $ 52 +901-130 +901-130 +901-130 +901-130 *901-M +88.81.123 a NO CHANGE THIS SHEET w 54 +901-130 +901-130 +901-130 +901.130 +88.81.127.1 a DATE:07/02/15 56 +901-130 +901-130 +901130 +89.41.129 m 58 +901-130 +901.130 +901130 ¢` 60 +901.130 +901-130 +89.61-129. 82 +901130 +9-130 84 +901-130 +901-130 88 +901-130 co Y C 67-718 +90!•130 v7 �7ay NOTES: a 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TI P DIMENSION TO DETERMINE THE BUCK DIMENSION. K 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. >In o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. C4 N aIDO W � 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 O7 In_j oo Z e z u- LL c0 J °Maio O W tlj Lu L)U X- cod f-W Lu m Y Y 9Ma TABLE DIMENSIONS MAYBE o ORIENTED VERTICALLY OR Z °7 O o 1.1116'NOM. HORIZONTALLY AS SHOWN. L-, GLASS STACK v g J O 7118'LAMINATED I� 7116"LAMINATED LONG Q 0 GLASS STACK I GLASS STACK SIDE Q LONGSIDE kRENI. 090•SG INTERLAYER 3/16'TEMPERED GLASS • 3116"HEAT STRENGTHENED GLASS �- W hays EAT 3/16•HEAT STRENGTHENED GLASS ® m Z 0 3/16•HEAT STRENGTHENED GLASSTHENED GLASS 7/16'AIR SPACE # VW1 Z .090'SG INTERLAYER SHORT SIDE 5 o W q 5 11 I - SHORT ¢ Z fY 7757s- 0cUSED AT CURVED 71 _1L.. --tSIDE 0 aUSED AT CURVED aO 29 NFRAME MEMBERS ONLY 29 518'11-7/8'O.C.MAX. FRAME MEMBERS ONLY 29 W In3BITE GLASS BRE vp 11-71e•o.c.MAx X w a1-3 1-3 I+- LONG SIDE -►-I ep EXTERIOR EXTERIOR20 a 22 21 13 SHORT LONG SIDE \0QNv 1LYNN GLASS TYPE 6 GLASS TYPE 8 •.'�1cENs F 111' No.56705 i7 SHORT SIDE r� ��•t 7111 115 :•IC/ EC��' 1111111111` A.LYNN MILLER,P.E. P.E.#58705 F EDGE 2X WOOD BUCKSTRIP DISTANCE OR FRAMING,SEE INSTALLATION INSTALLATION NOTE 2,THISSHEET TYPE C TYPE B EMBEDMENT INSTALLATION — — TYPE A EMBEDMENT IX WOOD BUCKSTRIP, C._u 1/d'MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM •Q ' TYP.ANCHOR TYPE,EMBEDMEN7AND EDGE PRODUCTREVISED a, EDGE DISTANCE PER SUBSTRATE, DISTANCE 0 conrPly-r ith tlto Florida EDGE SEE TA13LE 8,THIS SHEET Bolding Code DISTANCE ,•.> S Ac¢cpmneeNo(�J-G1J •�� 1/4'MAX Ex imtI aDate 1 SHIM By 4 TYP.ANCHOR TYPE, 1 poi ade induct EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, a• Q NO CHANGE THIS SHEET o• SEE TABLE 8,THIS SHEET ' bATE�4TlQ 15 USED A7 CURVED 29 FRAME MEMBERS ONLYEXTERIOR -- Q 11-718°O.C.MAX. 4 z CONCRETEICMU 4 -ID PERANCHOR �_ VISIBLE LIGHT WIDTH= B REQUIREMENT WINDOW BUCK WIDTH-2.314' WINDOW WINDOW BUCK WIDTH CONCRETEICMU co Q BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a W "°ae HEIGHT a REQUIREMENT r 1/4'MAX.SHIM HORIZONTAL SECTION A A TIP-TO-TIP '� N N a1o0 o WINDOW e} HEIGHT VISIBLE #12 STEEL W '� Q U) O LIGHT SELF-DRILLINGSMS O LL N_j o Z •r8 r (G5) LU HEIGHT= ,SEE TABLE 8, TABLE 8- Z u7 LL cp _J o.xa0 p WINDOW THIS SHEET Mm.Edge Max O.C. U U X T d o BUCK Anchor Substrate Dialer" Min.Embedment Spacing II—Z m O C7 JM0 HEIGHT- P.T.Southern Pine(5 =0.55 81 ' •31' 12' O W 2-314' INSTALLATION Aluminum 6063-Ts min. 6• .63• 12 r.> METHOD D #12 or#1aalosssorow o a d 0 o A38 Steel 318' 0.003'• 12" <Z O.Z ... l— � INSTALLATION ANCHOR Steel Stud Gr.33 min. 318' 0.046. 18 Ga 12' O P.T,Southom Pine 9G=0.55 9118• 1.319• 12' g UNDERNEgTHTHE m i2' BEADING #12or#14 Steel Screw(G5) Q EXTERIOR A30 Steel 318• 0.083' Aluminum,6063-T6 min. 31W 0.083• 12' J O • F-a S Steel Stud,Dr.33 min. 318' 0.045'(19 Ga• 12' Z laay routed CMU,(ASTM C-90) 2-0J2" o° MIAMI-DARE APP110.' ROVED MULLION 410 Ss CroUng1-1/4' 12' laFlex 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.36 kel) 1' 1.314' Concrete(min,2.65 keI 1• 1314' 12- STEEL FRAMING OR STEEL STUD. a: p p\ ,leas SEE SUBSTRATE PROPERTIES, 114'Steel UHracon Concrole min.2.95 keq 2.1/2" 1318' 12' Z Z 5 TABLE B,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-112' t-1/4' IT o tL o 0 1-1/4•MAX SHIM Groins_CMU ASTM C•90 2-112' 13/4' 12' 0 n �jL. 6116'Steel Ulhacon Conereto(min.3.5 ke{ 1-114• 1.314 12' Lll 3 Grouted CMU ASTM C-00 2-112' 1.314' z 12' X LL a, •MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL - LL 1X WOOD BUCXSTRIP, will —.0 sauag SEE NOTE 2,THIS SHEET — ti. \�y{(LYNN 4 EMBEDMENT ° � CONCRETE PER � 5,4•,.••-•.., /J(( .• '•° ANCHOR INSTALLATION NOTES: .;� ;,• l\CENSE•.,C•',P� REQUIREMENT , 1"( •:)'t 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.50705 EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEETAS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE r INSTALLATION DISTANCE TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE IAWTHICK ORGREATER. � TYPE g AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING f ST\TE or SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. VERTICAL SECTION B-B = ti •',40RIOt;.•''' S Co 3,FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �i,�ti,QNn L 1,„ \ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET lXWOODBUCKSTRIP. EMBEDMENT SEE NOTE 2,THIS SHEET 1 INSTALLATION114•MAX Q —`I TYPE E EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED 5 SEE TABLE 9.THIS SHEET DISTANCE as complying iOta Flarlda EDGE Muilding Code ' DISTANCE � '. Accep/atceN.15-0828.2G ' 2 Tmtion Data )q 114'MAX 2 SHIM tgy 0<1ic Dade Product n 4 TYP.ANCHOR TYPE. EMBEDMENT AND EDGE NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, 11 DATE:07102/15 SEE TABLE 9,THIS SHEET EXTERIOR m USED AT CURVED %• .,• 4 ,R, 11 ' EXTERIOR 29 FRAME MEMBERS ONLY d. I 5 0 a Q 11-718'O.C.MAX. VISIBLE LIGHT W DTH= o, CONCRETE/CMU I WINDOW BUCK WIDTH-2-314" ' PER ANCHOR o: REQUIREMENT - WINDOWBUCKWIDTH CONCRETE/CMU a ^ WINDOW PER ANCHOR BUCK HORIZONTAL SECTION C-C REQUIREMENT 3 HEIGHT 114"MAX.SHIM —►{ }ti d, a o0 p N #12 STEEL w op p W o SELF-DRILLING SMS JO� rn oo Z ,rg n VISIBLE (G5),SEE TABLE B.� Z LL LL LU eMorO O LIGHT TABLE 9: HEIGHT= THIS SHEET Anchor substrate Min.Edge Min.Embedment Max O,C. =IL W L)L) X— o 0 WINDOW Distance Spacln9 W— O jo1y BUCK P..Southem P ne(SG=0.55) 9/16' 8' 12 w m O 1 o JMO Nd HEIGHT- Aluminum,608el min. 8' .063' 2• � �z e} Z p 2-3la INSTALLATION #12 or#1A 410 SS Screw o O A38 Steel 3I8' 0.083'• 12' �Z 11 Z W O TYPE H Steel Stud Gr.33 min. 316' 0.045. 18 Ga)' 12• v H z U- P.T.Southern Pins(SG=0.55 9116• 1-316• 14- EXTERIOR O EXTERIOR Aluminum,6063.75 min. 318• 0.063'• 12• F– r #12 or#14 Steel Screw(G5) A36 Steel 318' 0.063' 12" Steel Stud,Gr.33 min. 318' 0.045. 18 Ga 12• 0 Z Q 1aa4s 10 SS CreteFfez UnAmncre CMU,.ASTM 8l) 2-112' 1-1/4' 12' MIAMI-DADE APPROVED MULLION 1/4'4 Concrete(min.3.35 kq 1' 1-3/4' 12` _ 'S Z 21 (SEE SEPERATE NOA),ALUMINUM, r O Z Concrete(min.2.65 kat 1' 1-3/4' 12' STEEL FRAMING OR STEEL STUD. ¢ Z W elms B Concrete(min.2.85 keq 2-11Y 1-316' 12" SEE SUBSTRATE PROPERTIES, 114'Steel Ullracon Ungrouled CMU,(ASTM C•90) 2-112• 1-114' 12• O .--t CCD TABLE 9,THIS SHEET N N 5 Grouted CMU,ASTM C-90 2-112• 1-314' 12' –J r T �1/4'MAX SHIM Concrete,(min.3.5 kel) 1.114• 1.314• 12' w W 5/16'Steel Ultrecan Grouted CMU ASTM C4i0 2-117 1314' 12' O X LL I O ad MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w T allij •osep 6aue$ } 1X WOOD BUCKSTRIP, I SEE NOTE 2,THIS SHEET Y LYN/y 49�� CONCRETE PER P•,•' LICENSE AFP EMBEDMENT ANCHOR INSTALLATION NOTES: • REQUIREMENT _ 140.50705 •,1"� _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ = • °•• 2.WOOD BUCKS DEPICTED ON THIS SHEET ASIX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE .O INSTALLATION I EDGEIs _ I� •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X'ARE 1-112•THICK OR GREATER. '�1 � F TE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ST O TYPE F DISTANCE SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. %i��s•F��RIDP,.•'C^�\�\ VERTICAL SECTION D-D 3.FORATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTOTHE WINDOWFRAME. //1111 lltt� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E3/58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET INSTALLATION INSTALLATION SEE TABLE 10,THIS SHEET TYPE J TYPE K DISTANCE DEDGE I INSTALLATION DISTANCE DISTANCE 114*MAX TYPE I SHIM EDGE DISTANCE 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT REVISED OR FRAMING,SEE OR FRAMING,SEE a complying with the Florida NOTE 2,THIS SHEET NOTE 2.THIS SHEET Doilding Code AcCeplanCe No 114'MAX . hation Date 19 3 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, By 4 6 SEE TABLE 10,THIS SHEET Fjrodductc%� EMBEDMENT 11 3 EMBEDMENT NO CHANGE THIS DATE:07/02115 1E PER N 15 he, 'to .y USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY @ i t-718'O.C.MAX. EXTERIOR WINDOW 4 11 BUCK 15 U) - HEIGHT VISIBLE LIGHT WIDTH 1W MAX.SHIM WINDOW BUCK WIDTH-2-3/4' . 7-7 3: 0 WINDOW BUCK WIDTH -- I CO C3 't,0 - -�713-0 0 C4 o�r 1 0) C'I VISIBLE INSTALLATION HORIZONTAL SECTION E-E 0-1 In-j C, z- =8 11� LIGHT z �j LL 8 -j —a a HEIGHT= TYPE L W WINDOW BUCK 00 :D' #10 STEEL z W HV' om0EIGHT-- SELF-DRILLING SMS W 2-3W > dz (G5).SEE TABLE 10, C) 0 THIS SHEET 2! a:Z —0 TABLE 10: 0 LL Anchor Substrate Min.Edge Max.O.C. 00 nchor Distance Spacing _---7 X.113'Box Nail P.T.2-112* U) 2412'x.131°Common Neil. P.T.Southam pu--0.55) Wir V, 0 21 2-1/2'x.145"RDofing Nall P.T.Southern Pine(SG=0.55) 318, 51 P 2X WOOD BUCKSTRIP P.T.Southern Pine(80=0.55) 112, 5" 0 z �EX.TERIOR 0 OR FRAMING SEE #10 x 1'Steel Screw* 0�09321LIUft Aluminum, -T5 thin. 6/16" 5" - ri-o-s- InA�1500aL NOTE 2,THIS SHEET Steel 5116* 51 0.045*(18 Ga)Steel Stud,Gr.33 5/16, 5" C5 114'MAX SHIM MIAMI-DADE APPROVED MULLION MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a Z' 'r (SEE SEPERATE NOA),ALUMINUM, Ul - 3: X Z (L 0.1 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 1L INSTALLATION TABLE 10,THIS SHEET TYPE i EDGE 01,M> - SIANCE LYNN INSTALLATION NOTES: 'v'%GEN %GEN P.ANCHOR TYPE,EMBEDMENT1rr EMBEDMENT n EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.587()5 SUBSTRATE,$EE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS*IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10.IX WOCD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS*2XARE 1-172'THICK OR GREATER. VERTICAL SECTION F-F INSTALLATIONICTION.TO,THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STATE OF JURISD "ZOPIOP, 3,FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /01VAL S' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCA APPLIES To WHOLE SYSTEM. I/ I I I W,% A.LYNN MILLER P.E. PAN 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPEMEMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION INSTALLATION TYPE( FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, 114'MAX • MORE THAN 6'O.C. •a ANCHORS MAY BE NO �EMBEDMENT kE SHIMMORE THAN 6'O.C. 1 X WOOD BUCKSTRIP,SEE PROmUCTREVISP.D STRIP NOTE 2,THIS SHEET es complying with t}a Fbdda EEEET�1/4"MAXTYP.ANCHOR TYPE,EMBEDMENT AND pire3 SHIMEDGE DISTANCE PER SUBSTRATE,TYP.ANCHOR TYPE, SEE TABLE 11,THIS SHEET NT AND EDGE DISTANCE PER SUBSTRATE, ; NO CHANGE THIS SHEESEE TABLE 11,THIS SHEET 3 DATE:07/02/15 USED AT CURVEDEDGEEXTERIOR 20 FRAME MEMBERS ONLY DISTANCE EDGE Q11-718'O.C.MAX. DISTANCE �CR11PERAREQUIRCONCRET.lIU co Y Q WINDOW 4 11 PER ANCHOR N '"a8 BUCK VISIBLE LIGHT WIDTH= 5 REQUIREMENT HEIGHT 1/4•MAX.SHIM III"' —�� WINDOW BUCK WIDTH-2-314" ❑ � � o WINDOW BUCK WIDTH EXTERIOR 0 N n ale° U)N M LU O VISIBLE HORIZONTAL SECTION G-G Z L N LL o r W ' N Z �e INSTALLATION TYPE O Z ,r,LL ro w °"°,° ❑ LIGHT Z LU W HEIGHT= FOR THIS INSTALLATION U U X o ❑ WINcN DOW METHOD ONLY, TABLE 11: W Z O CD 'W BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. o m 0102! O Omo HEIGHT- • MORE THAN 6'O.C. Anchor Substrate Distance Min.Embedment S no on O O ZO o 2-3/4' P.T.Southern Pine SG-0.55 9116' 1318' 6' �Z O.Z .-. � LL Aluminum 6083-T5 min. 3/8' 0.083-• 6' g O #12 STEEL #12 or#14 410 SS Screw A38 Steel 3/8' 0.063'• 6' _..l rn SELF-DRILLING SMS Steel Stud Gr.33 min. 318' 0.045' 16 (GS).SEE TABLE 10, P.T.Southam PineIS G=0.55 0116' 1318' 8' m y haus THIS SHEET Aluminum,6083-T5 min. 318' 0.083" 6' m Z Z #12 or#14 Steel Screw(G5) O A38 Steel 3I8' 0.083'• fi' 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318" 0.045' 18 Ga 8' 00 Z EMBEDMENT AND EDGE U routed CMU ASTM C.90 2-112' 1-114' 121 ❑ aing 5 1/4'410 SS CreteFlex ¢ Z DISTANCE PER SUBSTRATE, 15 Concrete(min.3.35 ksl) i' 1.314' 121 u- Q SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1' 1.314' 12, CO N NN 0 MIAMI-DADE APPROVED MULLION Concrete min.2.85 k61 2-1121 13/8' 121 ❑ Z � OD 1/4"MAX SHIM u�) W (SEE SEPERATE NOA),ALUMINUM, 1/4•Steel Ultrecon U routed CMU, ASTM G90 2-1/r 1-1f4' 121 U STEEL FRAMING OR STEEL STUD. Grouted CMU• ASTM G00 2-1121 1314" 12, X Z d a SEE SUBSTRATE PROPERTIES, LL LL' TABLE 11,THIS SHEET 5118"Steel Ultrecon Concrete min.3.5 ksl 1-114' 1-314' 121 ellf! •as°°sa�iag INSTALLATION Grouted CMU ASTM G90 2-11r 13t4" 121 TYPE N 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ,\`��ONY ILYNN Ill/ // D SEE NOTE 2,THIS SHEET \ �N ........, 4Sj7 INSTALLATION NOTES: hN„� EMBEDMENT fir' 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. hitt•08%05 'f7 • '. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS°1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE .;;UT:LC- ” OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-1@'THICK OR GREATER. 7 IS IY EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �1,•'•.• �fA :OF DISTANCE JURISDICTION. (0,>;•.�ORIUP.•, \C� i 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '�i,CONAL VERTICAL SECTION H-H //''III"`' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58765 to MIAMI-DADS MIAMI-DADS COUNTY me M2 , PRODUCT CONTROL SECTION DEPARTMENT.OF REGULATORY AND ECONOMIC RESOURCES(RER) . 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaaae.eov/economy PGT Industries. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated .below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-70011 Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No:4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.08 WADE COUNTY r2 Expiration Date: March 26,2021 ...�. 1 7 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.0.1 and 07-0322 06) 2. Drawing No 4040-20, titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision B dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Unifonn Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-944 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin 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.0 7-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 .,2)Large Missile.Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fm frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Manuel re ,P.E. Product Contra Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-9,4 3) Water Resistance Test,per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along,with marked-up drawings and installation diagram of an aluminum single hung' window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 6. Test reports on:.l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin flame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014), dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite0 PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. . Manue ere P.E. Product ContUExainer NOAN9.08 r Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Repoits No.FTL-4957,FTL-4958 and FTL 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted cinder NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. Manuel z P.E. Product Contr 1 Exa finer NOA No. 19.08 Expiration Date: March 26,2021 . Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5116"LAMI CONSISTING OF(2)LITES OF IJ8-ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.), OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6116"LAMI CONSISTING OF(1)LITE OF IW ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE'OVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6116'LAMI CONSISTING (2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A ,090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116"LAMI CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A.09D'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116*LAMI CONSISTING OF(1)LITE OF 3116-ANNEALED GLASS AND(1)LITE OF 3f16"HEAT STRENGTHENED GLASS WITH A .09D"KURARAY BUTACITEOPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX lbV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE AVB(BY KURARAYAMERICA,INC.) OR.090"SAFLE>ePVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAM[CONSISTING OF(2)LITES OF 118-ANNEALED GLASS WITH A GENERAL NOTES._ __I .090-KURARAY BUTACITEPVB(BY KURARAY AMERICA,INC.)OR.090•'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2 H.13116'LAMI IG:(1)LITE OF 118*TEMPERED GLASS,AN AIR SPACE AND 5118"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.......3 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE lPVB(BY KURARAY AMERICA,INC.) ELEVATIONS .................4 OR.090-SAFLEXOPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 1.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS HORIZ.SECTIONS..,,.,......5 WITH A.090'KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR,090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST ..........6 J.13/16"LAMS IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A EXTRUSIONS **7 .090-KURARAY BUTACITE PVB_KURARAY AMERICA,INC.)OR.090"SAFLEX TWB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7 K.13116'LAMI IG.(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE ANCHORAGE....................8-11 OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16-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 WITH A.09W KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 116"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE"PVS(BY KURARAY AMERICA,INC.)OR.090-SAFLEX`PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL Wl 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, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE!THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT*REQUIRED. PRODUCrRIEWSED w complying wilh the FWda R 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 'Z"E "p Coda 1-0-Do, 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4047,FTL-4648,FTL-4649,FTL-4650,FTL4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. By ANSI/AF&PA NOS FOR WOOD CONSTRUCTION Ivliem ado Product Con ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 1141 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ON\ .......1,.. HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. N,56705 -13 01, 6112115 E 6TH -C UPDATE 7Zamaey. "5 w 1070 TECHNOLOGY DRIVE GENERAL NOTES FLOM !101,OW7111 D 2X:Ol PEG UPaATE KA W;;wla�-- ..VENICE,Ft Jk GWOM01111 C CAP 4SL4SS TYPE rO TEMPERED FROM HS P.O.BOX isn ALUM.SINGLE HUNG WINDOW,IMPACT I o I q i FL 34274 Vtsibly Bel A.LYNN MILLER,P.E. FIC 911105 J.J.Jj. zao, 7-TS �l 11 4040-20 FL P.E.#58705 I NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16"WITH NO CHANGE n n n IN DESIGN PRESSURE, U I I D41 1/2"NOM. la'NOM. GLASS BITE 44 GLASS BITE ........... ........... EXTERIOR INTERIOR SECTIONS) (37)-- 'PVB"- KURARAY BUTACITEO PVBINTERLAYER 80,81 or 82)' or 83,84 or 86 SAFLEePVB INTERLAYER BY EASTMAN CHEMICAL COMPANY &0 70 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090 PV8 INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS M-5/16"NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 7116"LAMINATED GLASS 17-1 n NOM. 46 R 112"NOM. 1/2-NO SS 46 GLASS BITE GLASS BITE .............. Y- 38 (38 PRODUCE REVISED ..Replying with iba Florida Buildi cdo Acceplsaece No 70 UO t4i..l Rdo Product coll I LI L— 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS OSOPVBINTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 51I6"LAMINATED 7iiS"LAMINATEDk\. AIR SPACEAIR SPACE ........ 116"ANNEALED OR TEMPERED GLASS A IJW TEMPERED GLASS 13/16*NOM. 13/16"NOM. No.58705 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ct, .., 7 Raw mm: Rnfw.c �S TATE TF ,- um E REVISED INTERLAYERMNUFACTURER c-� F F, Renaey. 1070 TECHNOLOGY DRIVE TAILS ......... AvGLAZING DE 0 J.J. liXUTJft D NO CHaGES THIS SHEET N.VENICE,FL 34275 Ift R.K.b- m C CHANCED CAP CLASS TYPE To TEmpEREDFRomHs P.O.BOX 152G, ALUM SINGLE HUNG WINDOW,IMPACT m1biBetter a� JD—ftA A.LYNN MILLER,P.E. y FL P.E,#58705 :077F Full all 4040-20 E Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 6811 70" 7 74' 76" _MEETING RAIL 48' A.S,M +80.0 1 -80'0 +80.0 -80.0 +80-0 -80.0 +60,0 -Ko +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 HT. 60.1 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80A -80.0 +80.0 -BO.0 +80.0 -80.0 +79.0 -79.0 S H 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 j-78.81�++77.3 -77.3 +75.91 -75.9 631/8-- A,B,M +80,0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 1+74.01 -74.0 T 0 +8� .80.0 1+80.01 -8- 0.0 FUPT0631/8" C.D,E,F,G,H,I,J,K,L +eo.o -80.o +eo.o -80,0 +80.0 -80,0 +eo.o .80.0 +eo.o -80.0 +80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WJYTH GLASS TYPE 38 318' 44I 60618" 63" 72' 74, 761, 48" A,B,M +sool -ao.o. +eo.o -oo.o +ao,o -so.o +80.o -80.o +70.01 -70.0 1+70.0 -70.0 +70.0 -70.0 HT. _MEETING RAIL A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79.9 -79.9 +70.0 -700 +70.0 -70,0 +70.0 70.0 1%. SggH A,B,M +80.0 -80.0 +80.0 -80.0 +11MO -80.0 +76.9 76.9 +70.0 8.6 -68.8 +67.6 a - -7N 6 A,B,M +80.0 -80.0 +130.0 -KO +80.0 -80.0 +75.0 -76-0 +68.0 Z. +.6J -(36.7 +65.6 UP 7063118" C,D,E,F,G.H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT. WINDOW HEIGHT MINUS SASH HEIGHT(MA(.WINDOW HT.Wl SASH=76"FLANGED AND 76"INTEGRAL FIN) MINUS H . WIDTH GLASS TYPE 17118" 2211116" 28 3/16" 33 314' 396116" 4413116., 6031 66 SASH 63 118" D,E,F,J,KO&l+80.0 -80.0 +e0.0 -80X +80,0 -80.0 +80.0 -80.0 +70.0 1 -70.0 +70,0 1 -70.0 +70.0 1 -70.0 1+70.0 1 -70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "K, SA 3H A.5116"LAMI-(1/8-A,.090,1/8-4) -M-4647,4648,4723,4957 B.5/16"LAMI-(Iff'A..090,118"HS) FTL4647,4648 C.5/16"LAMI-(118-HS,090,1011S) FTL4647.4648 D.7/16-LAMI-(311WA,.090,3(16'A) FTL-41545,4885 E.7116-LAMI-(3118'A,.090,3116"HS) FTL4645 PRODUCr REVISED F.7/16"LAMI- withch.Florida(3/1WHS,090,3/16"HS) FTL-4645 Building C.4c., G.13/16"LAMI IG-118-T,AIR SPACE,5/16"LAMI-(I/6'A,.090.i18"A) FTL-4646,4723 A 1.C. 0 ;o H.13116"LAMI IG-118"T,AIR SPACE,5116"LAMI-(1/8"A,090,1/6-1-18) FTL4646 By pimt 1. %1 1. 13116"LAMI IG-1/8"T,AIR SPACE,5116-LAM[-(118PHS..090.119-HS) FTL4646 I'll Dade Produ I atr I J.13/16'IAM[IG-118"T.AIR SPACE,7116'LAMI-(3/16"A..090,3116-A) FTL-4649,4650 K.13/16-LAMI IG-118"T AIR SPACE,711W LAMI-(3/167A,090,3116"HS) FTL-4649,4650,4958 i"LAMI-(311WHS,09D,3/16"HS) M-4649,4650 M.13/1T LAMI IG-IIV'A,AIR SPACE,5116"LAMI-(1/6"A..090,118"A) FTL6063 411Z \"D .......... 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 PRESSURES ARE UNEFFECTED. No,58705 A No 4150.. p Ey 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G.K,AND I MAY BE USED IN SASH ONLYlu� x $r. ara rowanSTAT-OF 4, L.M. 6llZfl5 E * ADD SASH GLASS OPTIDNS FOR CUSTOM VIEW WINDOWS PRESSURES 110 PtOR101•-* 'N DESIGN PRESS - R.� -V I.CH11 ivr P X ;�.. ......... J.J. 10!07/f1 0 NO CHANGES THIS SHEET N.VE IC OLO"y OR 4rz Q,1�10N 7/fI N .134M Nw---7w-e-- ALUM.SINGLE HUNG WINDOW,IMPACT J.R. 04101/fl I C CHANGED CAP(XASS TYPE TO TFMPERED FROM Hs P.O.90X 1529 --------7- NOKOMIS.FL 34274 wsibly Better lal"Ift I A LYNNUI R,P.E. E F.K. 4040-20 911105. J�J.J.w 02�QX07 SHIM NTS 1'3 -f 11 FL P.E.#66705 53118"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 6/8'MAX- D FIXED DLO(ALL) 07 C—� 75"MAX. F - TAX. 75'MAX. SEE OLD 0 I.F. FAf A I.F. I.F. TABLE — HE( HT SEE DLO HEIGHT SEE DLO HEIGHT TABLE 0 TABLE 0 �e 7 76'MAX. 76'MAX. FLANGED L FLANGED LM FLANGED HEIGHT HE1111111 HT HEI HT SEE DLO TABLE x MAX. SASH SEE OLD x SEE SEE DLO x N S E (MAX.) HEI HT TABLE TABLE E 48114" �. MAX. (ALL) VENT DLO DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1 Ji VERTICAL DAYLIGHT —7MAX. 76" OPENING I. . E—J HEIGHT. FIXED LITE HEI FHTI LOW HIGH TABSEE DLO I LE SEE TDLO DETAIL SILL SILL IS 0 TABLE A 34 1/2" 34 3/16" — 76"MAX, 76"MAX. B 41518" 411/4" FLANGED FLANGED C 41 1/4" 40 718" HEIGHT HEIGHT D 62 518" 52 11/16" L E 52191 525116" PRODUCr REVISED SASH as complying with the FlarMa 20" 20" LOW HIGH SEE DL.0zA8L;E SASH SEE DLO TABLE SASH 'A' DETAIL SILL SILL *�t C HEIGHT HEIGHT A 34 112" 34 3116" Eli.D.I. B 27 7116" 27 118" B Cn C 27 7116" 271/8" DETAIL D DETAIL E D 16 3/6" 16 3/4' VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 163/8" 15314" \\111{117 irrrrlj TABLE S. NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2 SEE SHEET 7 FOR CORNER DETAIL VIEWS, No.56705 s 3:SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. ck;�g�15 S.,G, 0 • ST;,rc or N�: ti 'IND L.M. &12115 'E CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE ELEVATI ...... -&/0 J.J. 10107111 D NO CHANGES r N.VENICE,FIL 34275 THISSHEE J.R. 161/11 THIS SHEEr P.O,BOX 1529 Vocy"T. ALUM.SINGLE HUNG WINDOW,IMPACT -fi�w- N. N. — NOKOMII�,FL34274 Vat-bly Better 1�� I— A.LYNN MILLER,P.E. FIC 911105 JJ. Z23/07 j;M700 �NT�4 a fl 4040-20 E FL P.E.4 58705 2.784'---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 CrINSIDE INSIDE MAX.VENT DAYLIGHT OPENING— BASED ON SASH WEIGHT 31 9,10,11,16,16 MAX. 2.710" FIXED LITE DAYLIGHT 25 OPENING OUTSIDE 25 I MAX.FIXED LITE DAYLIGHT OPENING- —MAX WIDTH SECTION A-A 23 f OUTSIDEA INTEGRAL FIN(lJF,)FRAME SECNS 47 50 MAX. HEIGHT 21 2. 46 HIGH OUTSIDE SILL LOW T MAX. VENT 49; DAYLIGHT HIGH SIL LOW SILL HEAD JAMB OUTSIDE, OPENING 68 2.710� . I.F.FRAMEIll PRODUCrREVISBD 28 T-711 oscomplying%viIhftFWda 53 B.IldioNo V g OUTSID �_Iroti.n Dab .04'2"�& 6 53 M '.r.".'.It 2.330' (HIGH SILL) 52 (LOW SILL) 63L SEE NOTE ABOVE 54 64 '0 LYNN 4f/ . 2 ULTRALIFT ......... 67 69 3 30 ULTRALIFT *105 ONLY ONLY 12 SECTION GC No.58 SECTION B-B RADIUS TOPf'i (LOW SILL SHOWN) :77- IT57" ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED FLA �:t NGED VERSI 7 STATE OF 141 M. 02115 E NO CHANGES THIS SHEET �ar 1070 TrC.4NOLOGY URIVE SEC'TION'S ..... ... J.J. 10107111 0 NO CHANGES THIS SHEET N.VENICE.FL 34276 .. Rl.dW. O�- i5;i;;;z P.O.S(?X 1629 ALUM.SINGLE HUNG WINDOW,IMPACT J.R. 04101111 _lcmT C NO CMNGES 7HIS SHEEr samA.L4NtMl' R,P.E. -6i;Wor-Fbw —M�fty—O;W,— NOKOMIS,FL 34274 Wsibly Better F.K. 91W5 J.J. Z2"7 SH700 1 4040-20 E FL P.F.#58705 ITEM DWG,# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-,135 DIA HARD 61635K 2 1155 #0 X 1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 61816 3 40030 FLANGE FRAME SILL(LOW SILL) 612228 63 506 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 708X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZINGTAPE,1116X1 -7116LAMI 62BV1510 7 1 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050/ I FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV, 10 1080 BALANCE COVER,3/8"OR 518" GBALCVR916 80 A GLASS,5116"LAMI,(1/8"A.090 PVB,118"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI,(118"A.090 PVB,118"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAW(118"A.090 PVB,118"A9 15 #8 X1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,7/16"LAMI,(1/8"/.090 PVB,118"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A•090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16-1 LAM]IG;1/8'T,AIR SPACE,5116"LAMI,(1/8"/.090 PVB,118"HS) 19 #8.32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13116"LAMI IG;1/8 T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1l8"HS) Q 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7116"LAMI,(3116"/.090 PVB,3/16"A) 23 40060 SASH TOP RAIL 64006 90 K.GLASS,13116"LAMI IG;1I8'T,AIR SPACE,7/16"LAM], 3/16"/.090 PVB,3116"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67816G 91 L. ASS,13116-LAM IG;1/8-T.AIR SPACE,7/16"LAMI,(3/1 B"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI IG;1le"A AIR SPACE,5/16"LPMI,(1/8"A.090 PVB,1/6"N 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM[SETTING BLOCK 3/32"X25/64"X1" 71622K 3. 55 36 1052 LAM]IG SETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40396 GLAZING BEAD,5116 LAM.GLASS. 64039B 47 FRAME I.F.HEAD 42 40448 GLAZING BEAD,5116 LAMI W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7116"LAM 64222 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 4a #4072A,6083-T6 46 4067 GLAZING BEAD,13116--LAM]I.G. 64067 2,908 I'RODucr REVISED 47 4071A FRAME,I.F.HEAD 64071 u with Ota Flmida 48 4072A FRAME,I.F.LOW SILL 8uldmg code fi4072 2.374 0511.0$ Accaptnnce No b�n) 49 4073A FRAME,I.F.HIGH SILL 64073 pimtion Date / 50 40748 FRAME,I.F.JAMB 64074 52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM NEW ti adeproductcaWro 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 2. 1 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM tit t 111111"1 56 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS \\� 4,1 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 �� •'' !F 58 1073 SCREEN SPRING 7CASP ' 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB 't: No.58705 FRAME,I.F.HIGH SILL #40746,6063-T6 49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) '�7IS lyzW ;.�c 5 ATC OF tCl` er: arA neruu,. oroW.c A','•. F L.M. 5112115 E NO CHANGES THIS SHEET PARTS LIST %cc„'•••4ORIOt' C�` J.J. 1Na7/11 D NO CHANGES THIS SHEET 107N.VENICELFLOTECHNO342TSryE �,5/ONAL��\`�� ,,„ ~— ALUM.SINGLE WINDOW,IMPACT '1rI , tt J.R 04/01111 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O.60X 1528 __.._. y,,, a.,e onayra a.r. A.LYNN fILL�R,P.E. A4 NOKOMIS.R 34274 VWb&Better - SH700 NTS 6 d 11 4040-20 E FL P.E.#58705 F.K. 911105 J.J. 1123/07 1 or 47 I.F.FRAME SEA Q ANT ALONG ENTIRE JOINT i 2.784 2 I.F.FRAME 062- 1.38 —I 3 2.830 M2 r6 or 50) D FLANGE FRAME HEAD #4002A,6063-T6 WELD FLANGE FRAME SILL (LOW) W SEALANT . .L 1.749— G) #4003C,6063-T8 S ALONG jI CREW SEALANT OR GASKET BOSS(2) [R12.710 1-1.513--1 738 I AT HEAD AND SILL .062- .062 .490 r-.040 I �-1.451-JT VIEW D-D VIEW E-E (111&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4026.6063-T5 \,L�/ #4053,6063-T5 050 #4004,6063-TS (USED AS RADIUS TOP HEAD) 1.165 78 1.342 2.326-----1 -T 1.096 2.279---1 --1 Q .0s2 41 GLAZING BEAD,5116" #40398,6063-T6 A62 .16 Q1.979 1.707 .062 SASH SIDE RAIL .062 31 #4008,6063-TS 21 FIXED MEETING RAIL 23 SASH TOP RAIL SASH BOTTOM RAIL(LOW) #4054A.6063HO-T6 A, #4006C,6083HS-T6 #4007,6063-TS 050 .050 .678 PRODU -T a,co!pplyfitg with the Rigida 6 Cr REVISED 78 GLAZING BEAD,&16" —2.326-1 le @"09 #4044B,8063-TS """i"Sco" 5-" 8 1 "c P"n-"o .062 1.096 1 - - T (USED Wl GRILL KIT) E.I-,,. Oil Datc 2,946 GLAZING BEAD 7116" 3.446 #4222,6063-TS Q_ w... '10 [ILI 2.08 .1383 :LO-90 'ol, 1111r, - 062— T—i 1 1.097 W�LYNN 678 .......... 46 .050 GLAZING BEAD,13116"IG. --2.7841.115-,-+ -f #4067,6063-T5 No.56705 FLANGE FRAME SILL(HIGH) 168 SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7116" @ #4050A,6063-T6 04051 A,6063-T5 @ #985C,6063-T5 (USED W1 GRILL KIT) Sr Tr Or LM. 112115 E NO CHANGES THIS ONS&FRAME CORNER DETAIL RUS CHNOLOGY DRIVE XT 1 0 J.J. /,I D NO CHANGES THIS SHEET N.VENICE.FL 34ZFS U9 1.... ALUM.SINGLE HUNG WINDOW,IMPACT ZONAk t'y 4C;T E JA NO CH"GES WS SHEET P.0.89xlm MUM11 5.-V� A.L A,'P.E. �ay' NOKOMIS.FL 34274 V41fibly Better Ha 7 -111 4040-20 E FL P.E.#58705 F �2123107 SH700 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5• ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-114"ELCO TAPCONS 2-114"ELCO,SS4 CRETE-FLEX SUBSTRATE: 26,603 34.603 40.603 46.603 52603 68,603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: L) 0 L) 0 in O� 0 L) 0 0 0 0 0 cl(N ce) z 2.ANCHOR LOCATIONS ARE BASED ON THE Z-z Z '4 z co N cq - 0 N - WINDOW1 GLASS cv Z co z z o Z-Zmc) Z Z z ci 0 o o N 0 o cio 0 ocio" 0-0cro 0 0 C'r 0 0 of 0 0 FOLLOWIING DIMENSIONS. WIDTH TYPE 3 () L) U U Q U U U U u C.) 0 0 0 0 0 L)I HEAD-15112"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 JAMBS-17 I 112"MAX.FROM TOP CORNERS 1- 1 1 1 1 1 1 1 1 1 1 15'MAX.FROM BOTTOM CORNERS 112 111 111 -1121111*1-1'.12 i12 .112 212.2J2 2j 2 1'2 2'[2 212- 2*12 1' 2 6"MAX.BELOW MTG.RAIL 19,125 H.1,J,K,L 1 2'2 2121212 21 12 3 13 SILL-ANCHORS NOT REQUIRED AB.M -.1 1 1 1 1 1 3 2'1'�Jjj 1 .2-11 1 1 2 1 F'' 1-� 2['il "Ti ij� 2 2 il 2 21 21 i 2 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR I IT* *1 1 -2 1 i12 2j' 1 C,D,E,F,G, I 1 1 1 1 I 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF I NOTE 2. H,I,J,K,L 1L2 _11122 1 2 1 212' I'l 2' i["2' -2 1*-2 1 21 21 212 213*�12 i12 ij�liji 213 3'1'3 "2[2 1'3 24.000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AB.M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 '112 1[2' 112 1["i il'2* -l'12 2'1'2'2[-2* 2'1'2 21 2 f- 2 2 *12 �1-2 213 212 2[3 3 112 11 21 112 212 ' I" 'il'3.2 - 13 212 3 1'3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 2- 1 1 3 2 *121- d-I -1" _I 1 2 i[- il 3' 3133 5.DESIGN PRESSURE LIMITATIONS: 32.000 - — - 21 '1*13 2 2 312f3 21i 2 3 313'il' , 3 314 SIZE BLOCKS OF THE ADJACENT TABLE WITH A H,I,J,K,L I I'l 21 fl-2. 2 f-2- 213 112 1�1'2 2-1'3 I'l 2' 2 - 1 1 1 1- -111 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZ D ALOE ABOVE THEM,INDICATE A A131M - .-1-- MUM DIGN PRESSURE WITH THE QUATITY 112-1'li i 12'2-13 112 2.12 213 112 2'13-- 1132--1. -. 213 213-2'-1-2'213313 212'-3-1'3 314 3' 2 1-' 3 3 314 1. OFA NCHORESS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 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 2 .2 2 3 1'3 3 N 3.1 4. ili-il 3.,._.r4 PRESSURE FORTH 37.000 H,IJ,K,L 2 3 fli12 2--l-i.2 l'i d i �13 i I' I i 4 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 AND GLASS TYPE IS ABM --- 3 -212'2_1 i 2j". 3 213 314 213 - 4 31-d--- 31513 J41 AVAILABLE. 2 3 1 " ' " 3 2-f- - 313 3*1,* 314 3 4 212 1'12 2j' 213 1 2 21 ' 2 3 212 2 13 21 PSF 79 1 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 2T- - " . 212' 2'f'3- % .. -' 315 3 1'3- 314 415 313 4 1-4' 40.000 H,I,J,K,L 2 112 212 2 1'� 2, ':�112: 2? 21iI 2[3' 2 13 *214 213 313 ijil 213 314 ABIM 2 2 2 2 2 2 2 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.. 21-2 1 2 21212[3 -212 2L3'i I i -2-1-2-il 3 il 3' 213 '2j i 2' 4 -2"f-3 i 1-3'31-4* il-i 3 14 ifilifi 314'4*1"6- i l'i 414 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 1_2 2 2 2 1. 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 j _ ['4- 2'13i*3 3 5 3 3 3 4-41,5 5 MAX.PSF 272 2 3 2 1'3-' 21� 212- 3 3 4 21-3 31-i 314 2 3 'i 13 1 1614 41- 44.000 H,IJ,K,L 21 ii. 'I 1-� k "I" -,I-,--l" - -1 � 1 2 2 2 2 1 2 1 2 2 (DP LIMITED) 118 PrtoDucT Revisrr) ABN 2 2 2 2 '.2 2 2 2 2 2. ..2. 2- 2 2 2 1 2 1 2 HEAD 2 s complying with ft Florida -2 F2 212 *212 21 1'-1 "1 13 213 212 -3T3 214 213 313 314 2 L3 if3 �14 2 3 3141 315 3 3,3 1 6 JAMB ABO 2 3 A�-pmrt,�,No l5 nl9•o!3 PSF 79 79 MrG.RAN 2 3 2 2 3 2 2 'D 0 VE L C,D,E,F,G,_2_ 2 2 2 2±2 2 2 2 2 2 2 2 2 2 2 1 2 JAMB BELOW 48.000 1 4 5 3 31 - 15 '-ji 4[ 1 ij ij ,F H,LJ,K,L 2 2 212 2 2 2 3 3 3 3�� 13 3 4 31" 2 3 314 31 31 4 3 3 5 4 6 4 5 MTG.RAIL i 2 :2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ABM - -- - - - 2 F2 2 2 2 2J*3 �L3� 33 3 4 213 3 3 3 4 i 16 314 5 5 (FULL OP) tnnirr PSF 72 791 79 1 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 .1 - 1.. 3 2 i3� JAMB ABOVE 2 3 -T31'ji 213'1-3-1'4- 2'1'3' il'41314 213' 3 4 3 4 3133435334446344' * ' 1 ' ' 5 ml G.RAIL. 53.125 H,IJ,KL 2 F2 Z]2 2F2 244 6 4 5 �W 2 2 2 2 2 2 2 2 2 2 2 3 2 2 1 3 2 2 3 2 3 JAMB BELOW ABIM i 2 -213,314 1 213,3141 ---i '4 i2' J 14 3-lil4l - MTG.RAIL --F'i 2-21--T3 2'-'j 2, 'i 14 213 141 3� 6 3L 3 .5*3 '1 6 4 6 3 4 4 5 2 2 2 2 1 13 4 415T 0: CHANGES THIS SHEET MA E F 4ty -N F—�— , XN L.M. 02116 E�- IVQ 1070 TECHNOLOGY DRIVE 1 1 PANCHORAGE SPACING, 1/1 WINDOWS -m --*W E-F N.VENICE,FIL 34276 1* Z jd. lW7111 D NO 7HIS SHEET M--Mk_-X I ALUM.SINGLE HUNG WINDOW,IMPACT ()NAI- JR VVI/fl 0 INOCHANGES7WISSHEET P.O.BOX 1529 NOKOMIS,FL 34274 Visibly Better ;u;-- &K- A.LYNNMILLtO.E. F.K. 71=V05.. J.J. ZW2307 I—NTSI-8 - 11 1"4040-20 1 E FL P.E.#55705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1, ANCHOR TYPES: 1-114"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCOS84CRETE-FLEX SUBSTRATE" 29.655 37.155 44.655 52.156 69.655 67.155 74.655 76.000 3-#12 SCREWSANCHOR TYPE. 01 0 L) 0 0 0 0 0 a 0 0 a C.) 0 0 0 0 WINDO MID cqo"z—z cq 0 0 0 0 cm 0 cq 0 0 N� 0 0 FOLLOWING DIMENSIONS: C) L) L) 0 TH 4 0 0 L) 0 0 c) 01 C)l I I HEAD-18112"MAX.FROM TOP CORNERS V10 z z v!0 z z v-,0 z 2.ANCHOR LOCATIONS ARE BASED ON THE C'I cm 0—Zc10 z z 0 z z —FLWS-s— 0 0 ci 0 cv c"I WID TYPE co 0 z z 0 () C,D,E,F,G, 1 1 1 1.1-1 .1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2'MAX.FROM TOP CORNERS 15"MAX.FROM BOTTOM CORNERS 2 i12�� ili 2'[2 2 il� �12 il� 3 2 6"MAX.BELOW MTG.RAIL H.1,J,K,L19.125 1 2 f'212 li I'12 212 A,B,M ' I- "I I I- . i . , , - SILL-ANCHORS NOT REQUIRED iFi ili Tl1 2if iii[i ii2fiIiti ii i i I iFi 3.INSTALL PER THE ADJACENT TAB LE 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 I '1 - -i j-�-i 1-2 1-� ij-2F2 � ' i 7 NOTE 2. 24.000 H,I,J,K,L li 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR j' fffrfl2li 1j*12j2 2 l'i-2 1-i 2j—2 12 2 2i 2 2 il21 A,B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 21212-1i 212 2f2' 212 2 2 2'li,212,Sli 3 2 2 2 i 2 31-2.'2i 312 312 2f2,31 ARE V LESS, PSF 68 77 1 6. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, I I I 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 1'� 3 1*3 41 i 312 41 i-413 MAXIMUM VALUE ABOVE THEM,INDICATE A 32,000 H,IAK,L -171 1.1 21jifd2j2 L23 i 2 313 212k13iJ3 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1_1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 2 2 2 2 3 4'[*3' j 2 'i[i j MAXIMUM DESIGN I 1 2 2 212l -il'- PRESSURE FOR THE PSF 59 67 791 RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 3*1 i 4-1-iili ij-2 3'[-i �14-3'114`13 AVAILABLE. 37.000 H,I,J,K,L —1f-1 �2T2 il ijij-i-ij il 2 il i iT3 2 1*2 4 3 2 4 A,B.M 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 1.32� 2 1i 2 2 1 2 111 11 i.-iFl -2-1-2 3-- 1 3-11613 '4 3 12 1- 4 '3 3 4 413 --2jL .�h 41i 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 i[1 .5 -2T2 il� -13 22 il-i I -4�5 4-[ 31,3, 40.000 H,I,J,K,L' 1 1 111 1 -9� 2 i i 3 3 4 i 3 A,B,M 2 2 2 2 2 2 _2 . 22 2 1 2 1 2 2 _2 ' 2 2 1 2�.. 2 �].� 2 J_4 i -TI —2 F2 il jl� 2 i'2 14 1 il-3l TABLE KEY: 1 F, 1 3 - 3±34-3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2±2 2 2 2 1 2 22 W.PSF 2 2_1 2 2 2 2 2 2 1. 2 % *ji �l� I� 117 T - ii � 44,000 H.1,J.K,L —1 F1 I—ITI-1 1 TH2 i I-i 1-2 F2 i13 2 3 3 i14 2'lfl-ilfl4j'� 313 4 13 411 (DP LIMITED) PRODUCT RPVISSD 2 4 3 414 31*3 413 141 1 1 1 rAying witlift Florida _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 building code A.B.M —1 F1 TF,1-1 212 2 3 1 - 31il. JAMB ABOVE 3 3 11 2 2�2 2 i13 2 3 314 21JI 414 �13' 413141413 3 4[i 414�� 414.1 3 i152 4 PSF 45 1 74 51 74 79 79 - MFG,RAIL Br CD,E.F.G, 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2ij 2 JAMB BELOW j .1 - �12 [ 1MTG.RAIL Me,n' ode Product Cant I 48.000 H,I,J,K,L 1 171. 1T, 22222233223334339344334444� il ' I '3* S 4 4 4 4 3 5 4 �14*41 514, ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 -2 2 3 2 2 — — (FULL Dp)F 117 C,D,E,F,G, 'F'G- )W K'L A'S M jT-1 171 1fl 2=2 —2F2 F33 4 3 4' 41 1 HEAD PSF 41 67 48 57 76 79 1: E 2 2' 2 3 C,D,E,F,G, 2 2 2 JANS ABOVE 3 WrG,RAIL 53,125 H,I,J,K,L 1171171 ITI 212 a LOW 58705 -,'c 212 3F3 313 414 313 4 4 414 313 41 14 3 3 3 JAWS E 0. A,B,M 172 2, 2 22 2 3 2 2 3 2 3 2 3 3 2' 2 3 2 3 3 2 3 5 5 2 MTG.RAIL — - 11:2 3 3=3 i313 14,'31 it, 1 414 i 13 jL4 4 4±3 �3 414 4 --�-,q d4 3 614 4 3 1 F1 2H2 2 4141 _6j�44 L.M. &12115 E NO CHANGES THIS SHEET CING,STANDARD VIEW ANCHORAGESPA F-ftb- ,;��,-- ep J.J. f0107111 D NO CHANGES THIS SHEET VENICE, or Nw a".—. 070 NOLOGY 1IRM ALUM.SINGLE HUNG WINDOW,IMPACT TECH Or JA- 0"1/11 N RIC= C • ADDDPMAX,WHEREAfVCHOROTYISRiESTRICTEDBYSIZE P.O.BOX 1520 ammo D.W NOKOMIS,FL 34274 Visibly Better A- hm, P.E. a' J.J. FL P.E.#58705 fIX. :112WS 18;TS Ia'9 11 040-20 212&07 ANCHORQUANTITIESABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE S. 1.ANCHOR TYPES: I-1/4'ELCO TAPCONS SUBSTRATE: 17,125 22.668 28.211 1 33.754 39.296 1 44.839 50.382 1 55.926 2-1 "EL OS 4 CRETE-FLE ANCHOR TYPE:-,1aj 01 C.) a (.)1 0 a () u a 0 u 0 0 0" D L) 3-#12 SCREWS zmO z zv)O'z_z 0'z zqo"z-zcoo z- 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING OZ 0 cio cq 0 0 a 0 0 Of 0(4 0 0 cl DIMENSIONS: WINDOW jdu�s-s(I UIC4 0 z v!0 z z V)0 cq ON� N Z- 0 0 0 WIDTH TYPE u11 HEAD-181!2"MAX.FROM CORNERS 19.m D,E,F,J, 1 1 1 1 1 1 11 1 1 1 11 JAMBS-17112"MAX.FROM TOP CORNERS 1 2 2 2 2 2 3 3 2 3 3 3 3 K,L 1 2 2 2 11 112"MAX.ABOVE THE MEETING RAIL 6'MAX.BELOW MTG,RAIL 24.000 O,E,F,J, I I I I 1 1 15"MAX.FROM BOTTOM CORNERS K,L 2 2 ±2 3 2 3 3 SILL-ANCHORS NOT REQUIRED 3 32.000 D.E,F,J, I I I 1-F 1 2 1 1 2 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1-' 2 1 2 2 6 3 3 3 3 2 3- 4 3 4 4 3 4 5 3 S VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF j 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.003 D.E,F,J, I I 1- 2 1 2 2 -2 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L i 4 3 3 3 WINDOWS ARE 12 6/8'MIN.TO 38'MAX. 2 3 4 5 S.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 10),E F4, 2 —2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. 2.1 .3 2 2 2 K L 1 1 2 2 2 3 —3 4 3' '4*' 4 1 3 1 4 4 1 3 1 5 4 4 6 5 4 8 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 E),E,FJ, 2 2 2 2 ...2 2 2 2 2 2 '*' DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L I i 1 2 2 —2 —3 —3 4 ...5. 4 3 5 -'4SHOWN IN BOLD, OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 PRESSURE FOR THE 7 73 . 76 , RESPECTIVE SIZE AND 48-000 D,E.F,J, 2 2 2 2 2 2 2 2 2 3_ 12�] 2 2 3 2 2 3_ 2,1 1,3] 2 1. GLASS TYPE IS 2 3 3 4 4 5 4 6 6 6 6 AVAILABLE, K,L 1 1-1-1 2 —2 4 PSF N n 0 74 66 77 69 69TABLE 7.KEY: 53.125 D,E,FJ, 2 2 2 2 2 2 3 2 - 3 -3---'f---2-T-3 1 3 4 4 6 4 6 7 6 1 5 7 I 1 1 2 2 2 — -3 ? I K,L 3 3 4� MAX PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEADH2 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE!-- 12.776 15.776 16.776 21.776 1 24.776 27.776 30.776 31.106 ANCHOR TYPE- 13 a a (FULL DP) 01 0 "in 01 0 01, 01 0 c)I , 21 0 - 'i - 0 z q 0 2 5w-- 0 " 'D 0 0 z z 0 z z z ej z z z — z V) 0 HEAD WIND 0 a 0 0 8 0 8 N � WIDTH 8 8 8 8 8 8 c) 81 8, JAMB ABOVE PRODUcTRmsm lying with the FWda 19.125 1 1 1 2 1 j 2 2 1 2 2,1 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 MM RAIL BuildingCbde 24.000 2 1 1 2 1 C1 I"," 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 im'i 32.OOD 2 1 2 2_ 2 2 3 2 2 3 3 2 3 3 2 3 4 2 3 4 2 3 M 79 g 37.000 TABLE 8.KEY: 2 3 2 3 3 3 3 3 3 4 1 = 40=0 74 MAX.PSF 2 2 1 2 2 2 2 1 3 2 3 3 2 3 -3-T-3-F—3 4 3 3 4 1 3 1 4 4 3 4 (DP LIMITED} 112 44.000 68 - 78 1 JAMB BELOW] 2 - - -F3 2 2 3 3 37F—3 --4-T-3-1-3 MTG.RAIL "Y" 2 2 ......le48.000 e, 63 72 79 00 2 --T 2 2 2 ;L �2 3 4 3 3 4 3 4 4 3 4 5 3 4 3 4 (FULL DIP) No.58705 s 63.125 73 a 6 72 JAMB BELOW 2 2 2 MTG.RAIL 2 2 6f 2 3 3 3 4 STA1 E OF AN A s 70N.A. L.M. 6112116 E NO CHANGES THIS SHEET I GE SPACING,CUSTOM VIEW • 1070 TECHNOLOGY DRIVE ANCHORAGE J.J. 10107111 D NO CHANGES THIS SHEET N.VENICE,FL 34276 ALUM.SINGLE HUNG WINDOW,IMPACT nc;T J.R. 04101111 C NO CHANGES THIS SHEET P.O.BqX 1529 .�Wmlil-LtW P.E- L�P Annoy: NOKOMIS,FL 34274 Voibly Better L F.K. I "l ;MW7 FL P.E.#L58705 7129105 J.J. SH700 v ~ � | | � ` M IAM l-DADE 1•IMNII—DADS COUNTY,FLORIDA 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWTIC RESOURCES(RER) 11805 SW 26 Street;Room 208 BOARD AND CODE ADIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.mlamldade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ . may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"CIipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Innpact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and 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 iinnit 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.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 tine 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 tine 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. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document ninentioned above. The submitted documentation was reviewed by Jaime-D. Gascon,P.E. NOA No. 14-11051 MfAM!•DADE COUNTY f fs s� Expiration Date: May 26,2016 ` Approval Date: February 12,2015 Page 1 I I i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhmitted tinder previorrs NOA No. 10-0819.0.E 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 10-08-19.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. Paiute D. Gascoli,P.F. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 F-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT1,6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted widerprevious NDA No. 11-0922.01) 5. 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. (Submitted under previous NDA No. 11-0922.01) 6. 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 NDA No. 11-0922.01)' G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.", approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 . E-2 SUITABLE FORALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL ® L" MISSILE IMPACT-RESISTANT PRODUCTS 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 P� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..._._. _ x� a 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS........_._.....-._....... 1 xY$ o FIGURE I: ELEVATIONS.............._.................. 1oo MULL TO 2X WOOD........................2 no MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES To BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1x s MASONRY..............2 0= z MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL SEE DETAILS INSTALLATION NOTES..................2 A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY............._........3 N SHEETS 23 SHAPE MULL TO STEEL STUD..............3 8 m I —_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.....................__.._..3 T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS............_..._._.......3 " W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.._.__._.........4 ZO BAY MULL INSTALLATION.............4 _ W 1X2X.126 MULL SPECS...............6 J / \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE _ 1 X 2 X.375 MULL SPECS-............5 J W / \ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._.._.? 1 1X2.75 X.65 MULL SPECS............ Z �p SEE DETAILS iV iii �1i 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS....._.9 ro O o SHEETS 2-3 _ I I p THRU G;� ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETAND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.376 TUBE MULL SPECS....11 = ~ U) I ONLY TWO ADJACENT UNITS AT A TIME W HEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN F- I SHEETS 23 IX4X.376 T MULL SPECS........11 LU ZD PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, W ZD III OPENING 1.25%3.188 X.265 MULL SPECS J VERT. HEIGHT 1.25X 3.25X.100 MULLSPECS_...13 Wg m MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UPTO THE NEXT SIZE SHOWN ON THETABLE(S). 1.25%3.25X.624 MULLSPECS_...14 z LENGTH HORIZONTAL 1.225X X.25 MULL SPECS.PEC3.'.75 = Z E SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Q o Z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS.......... 17 SHEET 3 MULL SPECS 125 11 XM1 B 26 X 2. . ..,. AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1. Z � Q N o REACTIONS. 30'X 325 BAY MULL SPECS_......19 Z 45'X 3.25 BAY MULL SPECS..,....,20 MULLION B CLIP DIMENSIONS 21-23 1--• z 00 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 18 2......................24 vJ 'JJRSS 6€�O PRODUCTSAIAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.........._........25 (!) MUST x MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z (0 U) BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U LU Q ==t I r= t PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Z 0 O /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. € m� HORIZONTAL A-D,G,H; �' MULL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZCNTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION.COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAL'. PRODUCI'R$YiSED 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING 1"CO"Plying whL Um Florida MULL F^OPENINO WIDTH—i I'�HORIZ.MULL LENGTH—•-I ) AomptBcodc c' '1 LENGTH i` I I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Aoxytmw NO OS.• MULLION CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN - D lZD1�0 OPENING STEP 1). B' ) xFIGNr 'Al ertdDade Product Cunwt OPENINGA1uLL � �, FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT / LENGTH MULL MULL \1111111/// LENGrx 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLEL L NN CAPACITY IS MET.TE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� P��•'••\.ICENSF �I(��% 7y OPENING WIDTH _ No.$8705 1'f SINGLE MULLION SINGLE MULLION FOR VERTICAL AtuLL L7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS+-P)FOR THE ' FOR VERT WIDTH DTULL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ,Or1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS =0,�: $�1 Eq�-1 J .,/�O` FROM FIGURE 1 ABOVE, 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION a F CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION SSS,''�ORIDP„••' �� PRODUCT ASSEMBLY. 7� •""rNGS 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. /� ` 777//NAL 71\\�\ A.LYNN MILti�h,P.E. FL P.E.#56705 Old o O ld DETAIL A: DETAIL B: MULLION o MULLION TO 2X WOOD BUCK MULuoN MULLION ATTACHED TO 1X BUCKSTRIP T P.ANCHOR n2°g w OR WOOD FRAMING WOOD BUCK AND MASONRY AND �PERSUBSTRATE, D ATTACHMENT SEE SEE TABLES 1B-IBB (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, nI I SHEEP 1. [� I MULLION I e I I •: ,•; ; Z G7 0 L W A I I I SEE SHEETS a nb I I _ MIN 2.7 KSI ••• •'' '•• EDGE 0 W EITHER THE ° I I .I 21-23 FOR HOLE d I I I CONCRETEORCMU I DISTANCE, J W STANDARD OR I LOCATIONS I I F---~~SEE SEE TABLES 0 _ OFFSET MULL a e EDGE o c 1 I EDGE DISTANCE 18468 �15 f/7 CLIPMAYBE I DISTANCE o e I e FOR MASONRY LU Q CD 0 INSTALLED BY 4 I II FOR WOOD I I I ANCHORS m O H THIS METHOD. ° SCREWS ° I I SIDE VIEW z ( rq 2FA•MAK FOR ° ALLMULLIDNS < 4 a ° ~ O J 4 ERHERTHE F sTANOARoo 5) U m g OFFSETMULL Z 4 ea CLIP MAY BE 4 EXTERIOR ° e INSTALLED BY H Fo L °4 < THIS METHOD. ...1 (n O Z EDGE ¢ Z r e 4 a 4 DISTANCE d ° �.. Z r • ° FOR m ZZ O z N O MASONRY a THEOFFSETCLIPIS ANCHORS RECOMMENDEDFOR gyO�O .EXTERIOR -.4 °a FIN-FRAMED a 4 rn Q WINDOWS,BUT MAY V LU H Y Y ALSO BE USED FOR OTHER FRAME TYPES. j >O 99 �Rry9 Zw%0'%.o TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, SERSUBSTRATE, 5 ��iii rc PER SUBSTRATE, SEE TABLES 1B•160 SEE TABLES 18-168 SEE TABLES 1B-1611 EDGEIEND DISTANCE BUCKSTRIP STABLES AND EE T ATTACHMENT BUAND I ^' '• BY07HERS, EMBEOEMBEDMENTAND1 EE T EMBEDMENT' SEE NOTE 1, ATTACHMENT ' SHEET I. BY OTHERS, • r SEE NOTE 1, i SHEET 1. MIN 2.7 KSI CONCRETE OR CMU • PRODUCT REVISED SIDE VIEW FRONT VIEW .comiind¢�,{�FloHda BundIrFRONT VIEW Acccpt..No l4 FxMsw� D Zo INSTALLATION NOTES: Miami ado Product Contra 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` ONY,LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` Q�,.•' LICENS•' �! �i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE *•, F•'•,F,P �' FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.58705 T� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _'O , 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Ft•2 �s •;��lr` 6)FOR MASONRY APPLICATIONS IN M[AM I-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED ;C�s •. .•' ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. '.�Sin • '<ORIDe•" .,NG A.'L'YM+(�eR\�'E. FL P,E.N 58705 DETAIL E: DETAIL C: MULLION TO MULLION ° N INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TOoNy a nwulDN (U-CLIP) z g$• MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR-CROSS' _� � o (STANDARD CLIP SHOWN) / \ INTERSECTIONS. 0 tc vaR1Es \ ox�z � 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY. LL I TYP.ANCHOR N EITHER THE I PER SUBSTRATE, STANDARD OR I SEE TABES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 ^o m OFFSET hIULI i j TOP VIEW FOR CORRESPONDING MULLION. Z V CLIP nwY 0E I I I EDGE DISTANCE MULLION INSTALLED BY II Q F THIS METHOD. I I I ANCHORS MASONRY VARIES-�-� J W I I 412 STEEL SCREWS, Y SELF-DRILLING OR PRE-0RILL �o MULLION AND USE SMS Q DO m O I— U p 1n Tn EXTERIOR a° n • e MULLION F ZQ J 7 EDGE DISTANCE THE OFFSET CLIP IS ` F FOR MASONRY .., RECOMAIFNOED FOR Z U 2` ANCHORS C FIN-FRAAfED LINTERSECTION ly g L�jL ° WINDOWS,BUT M1IAY U-CLIP N ALSO REUSED FOR J DZ 8' a OTHER FRAME TYPES. EXTERIOR Q Z r TYP.ANCHOR PER SUBSTRATE. d G d • Q Q Z cV SEE TABLES 16-130 F, W TYP.ANCHOR SEE SHEETS 21-23 FOR I— OULKSTRIP PER SU&STRATE, HOLE LOCATIONS � �� $ $ AND SEETAOLESIB-138 FRONTVIEW EDGE K W Q Y Y ATTACHMENT DISTANCE N j ? .• .. BY OTHERS, SEE TABLES EMBEDMEM SEE NOTE 1, - 18.130 U Q I a) Q • SHEET 1. - •. .- EDGE D.Rz Z e mQ sQ ^I-DISTANCE SEE TABLES SIDE VIEW yyg?? �m� MIN 23 KSI CONCRETE OR CMU MIN 27 KSI CONCRETE ORCMU 18-138 �g-1 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. 7YP.ANCHORA PER SUBSTRATE, \ SEE TABLES 18-138 ODUCTRBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I °� SEE SHEETS ® comply(ngullh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR uil Code CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATIONS t>ceF11ID�N0 _ FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. i Date MULLION 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. ® •1(and ado P�oducl Comm 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.' f� 11111 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEDolsinNCEONY LYNN ELCOULTRACONORELCO114'S.S.AGGREGATOR MASONRYANCHORS. FoasTEELs7UDSTHINNERTHAN SEETABLES ��••"""'••.'t>/! ��i� FRONT VIEW 18GAANO COMPLIANT WITH THE FL BUILDING 1B-13B P,•• LICENSE•.:l�P CODE,A2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. ND,58705 •;�t� EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD %�,n'•. STS ANCHOR VALUES MAYBE USED. �:�s•'•:c�ORIOA,,.•' 2)SEE CORRESPONDING MULLION TABLES, ��S�ONaL GNG�` SHEETS 5.20,FOR QUANTITY OF SCREWS. A.L/YNN. IULA P.E. FL P.E.#58705 lr a R DETAIL F: DETAIL G: DETAIL H: OR FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION g�kr (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) g.fd o o �o SEEDETAILND3 FY 2 U 90.OR 45' u SHEETS I AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 04 MULLION , I u DO I I z $v w 0 1 0 O H O O 0 0 0 0 ° ° W O O TOP VIEW SIDE VIEW I i m U o s OF SHOWN WITH I X4•X.125• TOP VIEW MULLION I I I Fes-• z p J !r•�J I 1 I I TYP.ANCHOR �d O EXTERIOR I I I —PER SUBSTRATE, V m g I I SEE TABLES 15B OR 16B Z b 1 TYP.ANCHOR I 1 $$ STANDARD MULLION CLIP I I �PERSUBSTRATE. 1 i EXTERIOR y o z CONDITIONS MODIFIED TO FR FIELD I SEE TABLES 1B-14B I .�- B I Q Z Izz I I I I 2'X6'ANGLE CLIP, I--• Z ¢ m O I I I I 2 PER MULLION END,MUST BE N I I I I INSTALLED INSIDE OF BAY MULL Z pp .MULLION I 1 CD y p II V) O LUof ¢ 1 2'X 6•X.125• CO rn Ij I I ANGLE CUP. F' .z (�` I I I I fn 2 PER MULUON END, V - Q O I I I MUST BE INSTALLED Q Z�O co I I INSIDE OF MULL. 0 ty�of I TYP.ANCHOR C5 PER SUBSTRATE, SEE TABLES 16-14D ./1 INTO WOOD, L� STEEL,ALUM INTOWOOD,STEEL STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. \y EXTERIOR `E ® O SOGWSED EOw OF -�� s/RcomplyingWMtheFlorida PFR q° 'I ® I INTO WOOD,STEEL, 0 M!_ ® ® ALUM,CMU ORMASONRY 1 EDGE O DISTANCE - �liaml adaProductConual PER ANCHOR A11111111(r/ OISTN.E @� --—� 4 - PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: ;�� .��+0 .••••••.. /(( �i� NOTES FOR INSTALLATION OPTIONS F' 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 4 ; No.56705 x 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11•X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FORANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 2)SEE TABLES 1B-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 11AAiR-5S3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :Q ;'•U/�� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. % ` •.!�ZORIDP,.•'• \ � 1 A.LYNN MILLER,P.E. FL P.E.N 58705 TABLE 1A o Mullion Capacity Table Ibsffe Opening Width(forverticallt spawn g mullions)or Opening Height(for horizontally-spanning mu lions) g��t i C 501n fi01n 701n 801. 001n lo01n 120 @ 140 H 1601n u re; O Reelanguler TmplTAeng. Rectangular TrepRdang. ReolangWer TepRAang, Reelw94ar TraplrAelp. ReetangWar TrepfTAanB. Ralangular TmplTAang. Roelongtllar TreplTAang. RaetangWar TrapRAang. fteelangaler TmplTdarg. a U 1%2XA25 Longs Loafing Loedng Loadng Loafing Leadng Losing Loading Lowing Load.g LoaGma Loafing Loading Loafing Load.g Loafing Loading Loafing s� Alum.Tube .. .F F a ,. .. .. ,. Mullion a zt� a� a s a a -$ e a a a� a� a a N �^ s$ � �^ k U) to ~ 421. 111.8 408 129.5 372 [624 408 115.5 325 78.8 108 107.8 321 69.8 408 101.1 319 62.1 108 104.0 710 65.8 408 104.0 310 48.8 408 104.0 319 38.9 408 104.0 318 35.0 108 104.0 319 J W 48 In 74.8 312 83.8 268 312 73A 262 53.6 312 67.0 248 48.8 312 67.2 246 41.6 312 61.3 244 37.5 312 01.0 244 312 312 61.0 244 26.8 312 61.0 244 23A 312 61.0 244 50.6251n 67.8 281 70.6 234 281 81.5 220 45.8 281 55.7 224 39.8 281 521 272 35.6 281 50.1 220 31.8 281 49.3 219 28.8 281 49.3 218 22.8 281 19.7 219 20.0 281 49.3 219 lL o o O 541n 52.6 247 57.5 207 247 49.6 202 37.6 247 44.8 199 32.9 247 41.5 196 28.2 247 39.4 194 26.3 247 38.4 193 21.8 247 38.1 193 18.8 247 38,1183 16-4 247 36.1 193 m Mto C60In 38.4 200 412 170 200 35.4 166 27.4 200 31.5 163 24.0 200 28.8 160 21.3 200 27.1 159 19.2 200 25.8 157 16.0 200 26.0 168631n 33.1 161 35.3 155 101 30.3 152 23.7 101 28.9 149 20,7 181 24.5 140 18.4 181 22.8 144 16.6 101 21.7 113 661. 28.8 165 30.6 142 165 26.1 139 20.6 165 23.1 138 18.0 165 21.0 134 Z U m 12@ 22,2 131 23. gV �MA 118 15.8 139 17-5 116 a g W 761n 16.8 125 18. 107 < 781n 17.5 116 18.2#1. N O TABLE I6 ZZ ANCHOR CAPACITY ADJUSTMENT FORMULA: F Z c0 p CD Anchor Ca aci Table libelANCHORCAP.,,�,,- T N I ' sebsltato: 2,7LCalcrele 3.5K Coal. HonowCMU Filled CMU PT Wood Mala! (OP-)X( )=ANCHOR CAP.,,, •- 5'16'Elco 114'S6 Eko 6116'Eleo 114'SS Elco #f0 Slael #12SIeel 912 Sled MULLION CAP.,,e,,,,,, LIJ Anctgrlypo: 3r16'Eke Ullmcon 114'Ella UlVecon 3r10'[:Ica UlVecon iq'Eko Ultrocm x `S Y Anchor Clip Patterns Ultrecon ABemGalor Ullmcm ApgraGalor screx(G5J screw(G5) screw(Os) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gslence(m): 1' 244 1' 2.12' 3-1180 1• 2-12' 1• 2.12' 2- 11th• 2• 0.48' 0. . 6324' CAPACITY REQUIRED'CORRESPONDING TO AN V x Q EmDcWnenl M): 1314• 1-3/4• 1.314' 1314' r 1-114• 1-114' 1 -114• 1-114' 1-114• W/4• 2' I've, 1316• sodas ACTUAL PRESSURE REQUIREMENT FOR THE 2 k4hom@4.75'hfin.O.C./SlandarO or Ousel Oip(Fq.1p 3901bs 390lba 4501bs 890 lbs 1r44 lbs 270 Its 2801bs 3541Ds 740@a 3741be 6841Ds 946IDs 341 @s 4921Ds 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION a2� zyCO O 4Amh m @ 1.15•Min-O.C./Standard(or OBsel)Cnp(Fig.2): 4801bs 700 lb, WA WA WA WA 3BOIbs WA WA WA WA WA W2 lbs 8115 be 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 11 m s0 4A.buo@3'MlnO.0./(2)245AngI.06ps/(FW,3): 7601bs 780lbs 680 lbs 1660 lbs 16901bs 5401os 560 lbs WA 760 lb, 74albs 8801Ds 1892 lbs 61121bs 8051G1 112o to. MULLION.IT WILL YIELD A MINIMUM ANCHOR - # 1`2 � 2Amhas®0.45'AfIn.O.C./U G71D.In1o.125'Alum.(Fq.4): WA WA WA WA WA WA WA WA WA N WA WA WA NIA 715 too CAPACITY WHICH MAY BE USED TO QUALIFY 'n m 1 Anohor/FLOD(Flg.S): 195 @z 1851bs 225 No 445 to 822 IDs 135 lbs 140 lbs 177 @s 3701- 1871bs 332lbs 473 IM 170!as 221 Me 280 as ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchom @ 1.15'Mi..O.CJ F-alp(Fig.6): NOW 3501bs NIA WA WA WA 190lbs WA WA WA I WA WA 341 lbs 4421bs 560b ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCTRTEVJSm • as cot *lag nilh Ibo Pioride • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dund)llg Oode �f SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Aaneptenel,No -1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �o FIGURE 3: Wand Dade Pro uct control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 125' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ��'• �1CCNSF `�P �� FIGURE 4: FIGURE 5: FIGURE& J5 SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125' 7�'• THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 16 GAUGE).STRUCTURAL STEEL TO BEAT NO.58705 •: • ( ) 1•X 2•X.125'AIULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ C(_SMT-aljv 7• THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. X46 ORIDPI ONAL��G A.LYN�JItvIl�L�1R.P.E. F L P.E.#58705 TABLE 2A ®�H 3 Mullion Capacity Table Ibslfta RF5 Opening Width(for wrdcaly-6pannirgmUlions)or Opening Height(for horizontally-spanning mullions) cIN kr a ' 601n 80 in 701n 601n 00 In 100 In 120In 1401n 1601n !j 0 Rectangular Tmprdarg. Reclanguler TmplTdarg. ReclenguWr Trap'rdarg. RectergWar TmpRderg. "Rectangular 7rapTdang• RectarguYdr TrapRdang. RwtanOolar Tmprfdvg• Rectanguar Tmpndare. ReclargWar TrepRdenO. ow 1.2..37. Loading Loading Loading Loading Loadlrg Laing Loading LcWing Loading Loadlrg Loading Loading Le re Loading Loading Loangno LoadBg Loadrg ^= 2 O Alum.Tube p p �e,. P'. '�.. i„ k' E F .. '�.. a ,. ps•, d Mullion > � . g H Iz � m 421n 170.0 820 170.0 435 161.3 662 170.0 478 123.7 682 170.0 Sea 113.5 662 1696 518 100.8 682 168.8 517 90.8. 662 168.9 517 75.7 662 1669 517 64.9 662 16aB fi17 68.7 882 188.8 517 O W 481n 121.8 607 r66.9 419 101.4 607 1182 410 86.9 507 1097 403 76.0 507 1020 399 67.6 607 99.6 391 80.8 607 990 396 60.7 607 99.0 396 43.4 607 99.0 396 360 507 99.0 396 W 50.6251n 103.7 456 370 88.4 456 89.9 371 74.1 456 80.5 364 64.0 456 84.6 360 57.6 466 81.3 357 51.8 458 80.0 356 43.2 456 60.0 358 37.0 456 80.0 358 324 456 60.0 358 0 541n 85.4 400 338 71.2 400 80,9 328 81.0 400 72.7 322 53.4 480 67.3 318 47.5 '400 64.0 316 427 400 623 314 35.6 400 61.8 313 30.5 400 81.6 313 26.7 400 61.0 313 W C, 1- m { 6001 623 324 276 51.9 324 67.6 270 44.5 324 61.2 264 Sag 324 46.8 260 34.8 324 43.8 2157 31.1 324 420 255 26.0 324 40.6 253 222 324 40.5 253 18.6 324 40.5 753 F-' (O Jpin 63.0 204 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 28.9 294 37.1 234 20.0 294 35.2 232 224 294 33.6 230 19.2 294 Sa4 230 16.8 294 33.4 230 2 661n 498 268 230 390 266 424 225 334 268 37.5 721 29.2 268 34.1 218 2&0 268 31.6 216 214 268 29.8 212 18.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 Z U d E 721n 38.0 225 37.9 106 30.0 226 322 191 26.7 225 28.4 188 225 715 25.6 185 20.0 225 23.5 182 like 225 221 180 15.0 225 20.3 177 129 225 19.8 176 11.3 225 18.6 176 W � W 70 In 30.8 202 320 177 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 153 202 18.4 163 12B 202 18.7 160 10.8 202 15.9 168 9.6 202 15.8 158 J N p fYZ F- 78 In 293 192 29.8 168 23.8 182 26.1 165 20.2 182 220 162 17.7 192 197 169 15.7 182 18.1 157 14.2 192 18.8 155 11,B 192 15.2 162 10.1 192 14.4 150 8.9 192 14.2 150 F- J J `90 In 18.5 144 19.0 128 194 144 16.1 128 Q Z -C.1 O 961n 16.2 127 15.8 113 � -�o p is TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: 70 (? Anchor Capacity Table(lbs) ANCHORCAP,,a,;,r � x Y Y Sobstmte: 23k Conomle 3.5k Cono. Hollow CMU Filled CMU PTWood Males (Duo)X( )=ANCHOR CAP.,,, N (n ug Yf6'Elw 111"89 Elco 5/1VEIec 1I4•SSEkO 010SIee1 0125teel 012 Steel MULLION U X Q O O AnchorCllp Patterns AnetwType: VII Elw Ulimwn t/4'Eko Ultmcon 3118•Elw Ukmoon UV Elco UlLmcon Ull-on AggreGeW III AggreGetor Scrox(G5)Screw(G5) Semx(G5) USE THIS REQUIRE ' OBTAIN THE' CH R Edge Distance(In): 1• 2.112• 1• 2-1727 3.118• 1• 2.112• r 2-!IT 2• 3.118• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN S Z mO O Embedment llN: 13.4• 1.VV 1.3/4• 1314• 2- 1-1/4• 1.114• L-1/4• 1.114' 1.114• f-114• 2' 1318• 13/87 lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Awhom®4.75•Min.O.C.I Standard orOffmt C11p(Flp.O: 390 Iles 390 lb, 450 lb, 890 lee 1644 lba 270[be 280 3M lba 740lbs 374 lbs 664 Ns 940!be 341 lbs 44216, 56016. OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anolam @ 1.15'MIN O.C.I Standard(orO85el)01p(Fig.2): 480 lbs 700!be WA WA N/A WA 30016, WA NIA WA WA WA 68215, 891bs f 72016, CAPACITY(FROM THE TABLE OF THE SELECTED 4 Anchors 0 3•MIN O.C./(2)215 Anglo pips/(Fig.3): 780 lbs 780 IN 680 lba 15601bs 1898 lbs 540Ibe 500 Iba WA 760161 748 lbs 6802lb, 18921be 682 Ilia 8851bs 112016, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhom @ 0A5•kiln.O.C.I UCIIp,Into.125•Alum.(Fig.4Y. WA WA WA WA WA WA WA WA NIA WA WA WA WA WA T75 Lha CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FClip(Fig.5): 195 los18516, 2251bs 445 lbs 62216, 135 lbs 140 Lbs 177 lbs 370 IW 18711), 3321bs 73 410, 170 los 221169 18016, ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohas@ 1.15-MN.O.CJ FCLip(Fig.8p 240[be 35016, WA WA NIA WA Well!be WA N/A WA WA WA 34116, d421ha 660 Lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCPREVISED FIGURE 1: FIGURE 2: TABLE NOTES: w CO1°Fl3'4 with tbo Plotlda Ougdlo3 coda 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acmpb:nmNO v"�• By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - --� 1.000' �-- By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '41 it adopt ut:t Control FIGURE 3: 2.000• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • . . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \��CNV LYNN M✓( �i�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 `� � \ �a;•'-V\CENgF ANGLE CLIP MUST BE USED IN PAIRS. f- '••,F.P i� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376" FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED _ r• No.58705 ' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' 1•X2'X.375•MULLION /p THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 4.1r LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �� FATE '''%S,S/ONAL E A.LYNN MIL'LEfR,P.E. FL P.E.#58706 TABLE 3A �w r Mullion Capacity Table Ibslfe ice, �s Opening Width(for vertically-spanning;mullions)or Opening Haight(for horizontally-sparring millions) 50 in 601. 701n 801n Po In 1001n 120 in 1101. 1601. 'L4 1 X 2.76% Rxtengdar Trap/lilang. Ractergule, Tra eng. Reelongular TrepRdorg. ReelenBWer Trop?dang. Reelan9ular 7rep/7dang. Reclerguar Trep/7dang. Rxtengalar Trap'Tdeng. Rectangular TrePTdang. Rectangular TrepRdanp. 40 .ix2.76m. Loafing LoaQng Loadne Loading Loading Loadng Loading Loadng Loading Loafing Loadngg gLoading Loafing Loadng Loadng Loading Loafing Lcadng ox Tube ,. ., .. .. •� ,. ,. •a.- B^ t3 .. ,. .. '� .-. .F ^. .. Mullion ({ g� g g�, g a�. a q $� a &�. �. a a 214 ga g $ . g g�, N t7 3 E T 5 3 3 r� E r5 c5 E 3 3" r7 0 E 8 r� E E 3 gig 3 7 B E r9 d E 3 3 o m 42 to 170.0 820 170.0 435 170.0 7M 170.0 479 170.0 869 170.0 500 170.0 892 170.0 519 170.0 1110 170.0 621 170.0 1740 170.0 521 148.7 1301 170.0 521 127.5 1301 170.D 621 111.6 1301 170.0 521 o 481n 170.0 708 170.0 524 170.0 8% 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 BBO 113.9 1139 170.0 660 97.6 109 170.0 660 85A 1139 170.0 660 � _ 60.626 In 170.0 747 170.0 563 170.0 896 170.0 631 167,9 1032 170.0 684 145.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 756 63.9 1032 170.0 756 73.4 1032 170.0 756 U) a p 64 in 170.0 797 170.0 612 161.3 907 VIA Set 1382 907 164.7 730 120.9 907 1525 720 107.5 907 145.0 714 96.6 007 141.1 710 80.6 907 140.0 70fl 69.1 907 110.0 709 60.5 007 140.0 709 m p 601n 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 118.0 599 68.2 735 106.2 690 78.4 735 09.5 583 70.5 735 95.1 574 53.8 735 91.8 574 60.4 735 91.8 574 44.1 735 91.8 574 Z:) (O J 03N 121.9 666 130.0 570 101.6 666 111.6 667 87.0 660 We 547 76.2 668 90.1 538 67.7 668 83.9 631 60.0 666 70.6 528 50.8 666 75.8 521 43.6 666 75.6 621 38.1 666 76.6 621 � m J 681n IWO 607 112.4 522 88.3 607 06.1 511 75.7 607 65.0 601 66.2 607 77.1 493 68.9 607 71.5 486 53.0 607 67.6 461 44.2 607 63.4 476 37.9 607 62.7 474 311 607 62.7 474 Z W� �• � 72 In 61.6 510 85.8 443 68.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 63.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.6 510 44.3 390 � fA ripa E �W .2 76N 69A 456 725 400 67.8 458 61.7 392 69.8 458 54.1 305 43.4 453 48.8 370 38.6 456 44,6 373 31.7 458 41.8 368 28.9 456 37.7 362 24.8 450 36.0 359 21.7 458 35.7 358 J J C rcZ �� 781n 84.2 435 67.0 301 53.5 435 56.8 373 46.9 435 48.6 360 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 36.1 351 28.8 435 34A 344 22.9 435 32.6 341 20.1 435 32.2 340 Q = � 90 N 41.6 327 411 200 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 262 14.9 327 19.3 256 Z 1n Q C'4 O 98 in 34.4 287 35.4 257 28.7 207 29.9 252 24.6 287 26.0 246 21.5 287 23.1 244 10.1 267 20.9 240 17.2 287 19.3 237 14A 287 16.9 232 M Z a0�O 1081n 24.2 227 24.7 205 20.2 227 20.0 201 17.3 227 18.0 198 15.1 227 16.0 195 x H S a UJ to Ill In 22.3 216 22.7 104 18.11 215 19.1 101 16.9 215 16.6 He IY 1-: Y 1201. 17.6 184 17.9 187 TABLE 3B ¢„x Q O O ANCHOR CAPACITY ADJUSTMENT FORMULA: Z Anchor Capacity Table(Ilia) .5$ m0 s:0 DP,. ANCHOR CAP.,,,,,,,, o SuOsuelo: 2.7K Coxrele J.KWI'A Core. H011owCA1U /4'FIlled SS Ek PT Wood 2metat Se (DP,.)'X( )=ANCHOR CAP.,,, MULLION CAP.,,e,,,,,, � JWA 9Eko 31161Elco1/4'BSEko Serum m(G5 Cf231eeI 81m(05 Anchor Clip Patteme Axlwrrypo: 3116'EkauiUacon 1l4'EkoWlmem 3116-Boo 1/41 ElcoGolor Ullmcon aggre0alor ScreN(G5)6cmw(GS) 9crnv(OS) USE THIS FORMULA TOOBTAIN THE'ANCHOR Edge Obteno°(In): 1• 2.112' 1' 2.12' 1' 2•In- 1' 2 - 3-tir 21 OAF 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednent Ont: 13/4• 1.314• 1-3'4' 1-314' 1-114' 1-1H' 1-114' 114- 1-114• 2- 1078- Lala• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2AwhomQ4.75'Mim O.C./Sfmdard or Offset alp(Fig.11: 39D ba 3901Gv 450W Sea 11,3 270165 280155 35411,5 741bs 6641°5 946 lbs 341 to. 442 Its 66D0 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'AUn.O,C.I Steam(.r=M)Cop(Fig.2): 480 les 700103 WA WA WA 3601bs WA A WA WA 682Ibs 6a5lbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4An"W "3Min.O.C.1(2)236 Angle Clips I(FIg.3): 760105760lbs 680 be 1560lbs 540lea 56D Ib3 WA 76IW 8801ba i8921bs 6821Ds' BBS no 1120 lb, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Axhas 400.45'Alin.S...1.1p,Into.12Y Alum.(Fig.4): WA WA WA WA WA WA WA A WA WA WA NIA 715lbsCAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor!F-Clip(Fig•5): 195lbs 1951bs 22511,3 445lbe 822 lb3 135 lbs 140 Ibs 177IM 3lb3 3321bs 473lba 170IM 221 The 2801°5 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchas®1.16hih O.CJ F471p(Fig.Q) 240105 350 Its WA WA WA WA 190Ito WA A WA I WA 1 341 to, 1 442[be 1 560 ro3 I ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUGTRBVISBD w %M(ho Florida uIldin8QOde oocpmnce No FIGURE 1: FIGURE 2: on Dam ® TABLE NOTES: --I 1.000• r-- ®- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. diem) ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��vt\ONV LYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,750' ` P��,•' }CENg�•'•,,tSP HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 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 FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •375 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125' Q '•_ S'ATE OF i THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 2.75'X.375'MULLION 'i�� '•��OR(DP. Q ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i d'S' ••••••' r'\� THE MATERIAL.010&1112 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. 111��NAL 3v A.LYNNrp11LLEfA,P.E. FL P.E.#58705 TABLE 4Ary n N Mullion Capacity Table(Ibee) Opening Width(forseNraly-sparni/g mLilions)or Opening Haight(for horiznntelysparrilg Indiore) a!"44 50 In 60 in 701. 801n so In 1001n 1201. 1401n 160 in q'C3 3 O 1 x2.76x Rectanliuler TrepRderg. Reclengular Trepl01an9. Reclengular TrepRdeng. Reclangdier Tre4JTdang. Reclenguter TrepTden9. Ractangtiar TmPndan9. Ractanguler -rrWTderg. Radnqufar TmprM'ng. Reclengular TrapTdang. 5'4 Loafing Loading Loading Loafing Loading Loadng Lcadng Loadno Loading Loading LoacinB Wadmg Loafing Lcadng Loading Loading Loading Loading syr x .860 Alum. yILI Tuba o^ % 'a x •a a.. �L �a -a., a o •s., •Fa a.. 'a.. •a.. •a.. q.. .. B g gi H Mullion � •� �' :a 1,& s_ g g� � a a.- Q� s >t� �� • $� s §� .s`, Seco =� z �o � s� � dpz 421n 170.0 820 170.0 435 170.0 744 170.0 476 170.0 668 170.0 508 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 1683 1020 170.0 621 138.8 1820 170.0 521 � lL 481n 170.0 706 170.0 524 170.0 650 170.0 684 170.0 992 170.0 030 170.0 1133 170.0 Oat 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 080 121.5 1417 170.0 680 100.3 1417 170.0 680 � y 50.625 In 170.0 747 170.0 563 170.0 688 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 162.6 1280 170.0 747 146.3 1288 170.0 758 121.9 1286 170.0 756 less 1288 170.0 758 91A 1288 170.0 758 11J o 0 0 64 In 170,0 797 170.0 612 170,0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 037 120,6 1130 170.0 850 100.5 1110 170.0 681 88.1 1130 170.0 881 75.3 1130 170.0 e6l c J 60 In 170,0 085 170.0 701 148.5 015 162.3 781 125.5 915 144.5 748 109.8 015 132.3 735 97.6 915 123.0 728 87.9 015 116.5 720 73.2 015 114.4 715 82.8 915 114.4 715 54.9 915 114.4 715 ~ 031n 151.8 830 161.9 710 126.5 810 138.9 694 108.5 830 123.2 681 91.9 830 112.2 870 84.4 830 104.0 602 75.9 830 89.4 656 03.3 830 04.5 648 54.2 830 94.1 649 47.4 630 84.1 819 Win 1321 757 .140.0 650 110.0 757 118.8 838 94,3 757 105.0 024 82.5 757 96.1 814 73.4 757 89.1 609 68.0 757 84.2 600 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 76.2 591 j CL t t j 72 N 101.7 630 100.8 552 64.6 638 91.0 540 72.7 630 110.1 53D 83.8 838 72.2 521 58.5 838 68.5 514 50.8 016 62.3 508 42A 638 57.2 500 36.3 838 55.1 407 31.8 638 552 497 781. 60.5 571 80.4 498 72.1 571 768 486 6. 571 87.4 479 54.1 671 80.6 471 48.0 571 65.5 deo 43.2 571 51.8 469 38.0 571 47.0 451 30.8 571 44.8 447 27.0 571 44.5 448 Q rcT 781. 80.0 542 83.4 474 88.7 542 70,8 165 67.1 $12 82.1 458 50.0 542 55.7 449 41.4 542 51.0 M2 10.0 512 47.5 437 33.3 612 42.9 429 26.8 642 40.8 425 25.0 612 40.1 427 Z ¢ N OD In 52.1 407 63.7 361 43A 407 45.4 355 372 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 20.0 407 28,8 334 21.7 407 20.1 327 18.8 407 24.1. 3n 18.3 407 23.0 319 F to Z '- ryry O 961n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 356 324 300 28.8 356 28.8 304 23.8 350 28.1 300 21.6 356 24.0 206 17.9 358 21.0 289 15.3 358 19.2 284 X c5 oO Br 108 In 30.1 283 30.6 255 25.1 283 25.0 251 21.5 283 22.5 247 18.8 283 10.9 244 16.7 283 18.0 240 15.1 283 18.5 237 � LO Y Y Ili In 27.8 287 28.3 242 23.1 287 24.5 238 10.6 267 20.0 235 17.3 267 18.3 231 15.4 287 16.5 228 N fn 1201. 22.0 220 221 209 18.3 229 16.8 ZOS 15.7 229 18.2 202 V X Q O Q..`- z cn TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ �1 Anchor CapacitV Table Ibs ANCHORCAP.,,a,,,,, Subslmla 2.7k Concrele 3.5k Cone. HWIoxCAN Fllled Ch1U PT Wood Me1el (Du o)X( )=ANCHOR CAP.,,,, '�.� 5/18•Eko 114•SS Eko 5116'Eko 174•SS Eko Ola Steel 012 Steel Mated MULLION CAP.,m,,,,u„ Anchor Cllp Patteme '�ohorType: LSC Elco Macon 114'Eko UllracCn Ulea<on 3x16•FJco Uluecon 114'Eko Uleecm AppmGator U11moon A..Gslor Screw(G5)Serm(G5) SafaW(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Olstaneo(in): 1' 244 V 2-12• 3418' 1• 2-itr 1• 244 2• 3.1/8• 2- 0.48• 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmbeMrmt On7 1474• Isle• 1.1x4• 1311• 2' 1-114• 1-114• 1-174• 1-1/4• t-1/4• 1-174' 2• fare• 1478• wrles ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchore®4.758 Min.O.C./Stendeld WOffset Clip(Fig*fY 39D les 3900s 450@5 890@3 1644 lbs 270165 280 lbs 354@s 74016, 374 lbs =24'1 341165 442169 560[be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.16•Mln.O.O/Standud(or Oesel)C5D(Fig.2p 480155 7001as WA WA WA WA 380]be WA WA WA 662165 8851 1120165 CAPACITY FROM THE TABLE)OF THE SELECTED 4 Anehom Q 3'MIn.O.C.1 R)215Angle Clips I(Fig.3): 780 lb. 78016, 680@5 1560 IM 1896 lbs 540 lbs 560 lbs WA 760165 748165 sae ms ores bs ft2a los MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhors 0.45-MN.O.C.f UClip,Into A25'Alum.(Fig.4} WA WA WA WA WA WA WA WA WA WA WA 7151es CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FCrip(F1g.57 les lbs 19516c n51ha 445IDs en lbs 135105 t4ollre In ks 37a les ta7lbs 170155 221465 leo ros ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclrom x 1.15•I,lln.O.CJFC1tD(Fq.B): 240165 350103 WA WA WA WA t9016a WA WA WA 341165 442165 560 ibs ANCHOR CAPACITY TABLE. RODUCPRBV)SED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u04� lb0 Florid coeplmwNO ��dps Q FIGURE t: FIGURE 2: TABLE NOTES: I on ase /201 fo • 1.000° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ernl ado Pr.duc4Control 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i A \\7\1141111)/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 71 r N0.58705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED aa1ji 0• 4�l - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED tAKE FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 O1� THICK.STEELSTUDS TO BE A MINIMUM GRADE33AND.045-THICK(18GAUGE).STRUCTURAL STEEL TO BEAT "O •'•,,F(ORIDP,.•' LEA C THE M.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL.REND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION THE MATERIAL.810 t:812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 47//1711414411 A.LYNN MILLER,P.E. F L P.E.B 58705 TABLE 5A ® a A u Mullion Ca ao Tablo IbBHtt Oponing Width(for veNcaly-sparchg mtlllons)or Oponing Height(for horizortlalVsparriro mUlions) 501. 601n 70 In Bo In 9 I i W in ITO In 1401n 1801. m O Ratlwgutar hapTdang. RaclangNer Treplideng. Reclengular Tie{JTrfeng• ReclenpNer TrepRdane. ReclengNar TrepRdanD• Raclen9Nar Trep/ideng. Rcalmgular Tre4JTdeng. ReclarylNar T4epTdang. Reelengular TrapRdeng. � C� 1"x3.125"% Loading Loading Loading Loadng Loading loading laadn0 Loadng loading Load rq Loadng Loading Loading Loadng Loadin9 Loading Loadn9 Loafing J .boo"Alum �. p n �• z, n ;_' ,;:• �• 2: r ,;:• n• a x I Tubo MullNb � a� � $ 5� s� €� �• �� a3 sf 5� �� s� �. � . � � `� � B � c � g1 �a r� � � 4n Sz mac. rc o s� o. ��. �rc rc �� rc ��, rc da �� o ��. �. 0 1213 170.0 620 170.0 435 170.0 714 170,0 470 17D.0 088 170.0 Me 170.0170.04813 170.0 108 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 170.0 1276 170.0 677 170.0 1417 170.0 660 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680f]:a50.MIn 170.0 747 170.0 563 170.0 588 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1485 170.0 756 121.5 1495 170.0 758 106.3 1495 170.0 758 LLI 641n 170.0 707 170.0 012 170.0 VA 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 1831 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 881 108.8 1401 170.0 881 93.4 1401 170.0 681 OO80In 170.0 885 170.0 701 170A 1081 170.0 707 158.5 1156 170.0 BIB 138.7 1156 107.0 123.3 1158 168.5 017 111.0 1160 148.7 910 82.5 1158 144.5 003 7A.3 1168 IM.5 803 89.4 1156 111.5 80363 in 170.0 930 170.0 745 168.6 1048 170.0 650 137.0 1049 155.5 860 119.6 1049 141.7 108.5 1049 132.0 830 85.9 1D49 125.5 620 79.9 1049 119.3 62D 66.5 1049 118.8 819 50.8 1049 116.8 61866 In 188.8 955 170,0 789 138.0 065 151.3 604 119.1 055 133,7 788 104.2 055 121.4 02.6 055 112.6 785 83.4 955 100.4 757 69.5 055 09.8 749 59.8 055 08.7 748 521 885 A8.7 748 z d� g j 721. 1285 803 134.9 897 107.0 803 114.9 682 91.8 503 101.1 670 80.3 803 91.2 058 71.4 803 83.9 649 643 803 78.8 842 53.5 603 72.2 632 45.8 603 59.6 628 40.1 SW 69.7 B27 j (n S 5 a Z 781. 1093 721 111.1 629 91.0 721 97.0 818 78.0 721 85.1 605 68.3 721 78.5 SBS 80.7 721 70.1 688 54.8 721 85.4 578 455 721 59.6 588 39.0 721 58.8 584 74.1 721 58.1 683 G j �. 781. 101.0 884 105.4 599 84.2 884 89.1 587 72.2 884 78.1 576 W.1 881 70.4 567 68,1 886 84A 558 50.5 881 59.9 551 42.1 684 lilt 541 38.1 684 51.3 538 31.8 881 50.8 531 2 Q N 901. 85.8 514 67.9 158 51.8 514 57.3 1!8 47.0 514 50.0 MO 41.1 514 4/.8 437 38.5 514 40.5 477 32.A 514 37.3 171 27.4 514 33.0 412 23.5 514 30.4 dW 20.6 514 28.0 403 W In 54.2 452 55.7 401 45.2 152 47.0 788 38.7 152 40.0 390 W.B 152 38.4 384 30.1 452 32,9 378 27.1 452 30.3 373 2'2.6 452 2S.0 385 19.4 452 24.2 359 10.0 452 22.6 355 (n X{t o b° 1W In 38.1 357 38.0 372 31.7 357 32.7 317 27.2 357 28.4 312 23.6 357 25.2 3W 21.1 357 227 303 19.0 357 20.8 leg 15.9 357 18.0 293 13.6 357 18.2 267 11.9 357 15.0 283 W N_ 1111. 35.1 338 35,8 306 28.2 338 30.1 301 25.0 338 28.1 798 21.8 330 23.1 282 18.5 378 20.8 280 17.5 338 fB.O 284 11.8 378 IBS .8 12.6 338 11.8 273 11.0 338 13.8 260 � OM � � 12013 27.7 289 283 263 23.1 289 23.7 259 18.6 289 20.5 258 17.3 288 18.1 252 15.4 280 18.3 219 13.0 289 14.8 266 11.8 289 12.0 240 B.B 280 11.4 T3B 8.7 280 10.4 237 (� X Q O 0 Z 2'n 0 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g 8 m0 18 AnchorCe acl Table libel - SuDslrale 2.7k ConcsAe a6K Coe. "cc"CMU Pored CMU PTWcod Metal (DP,)X( >=ANCHORCAP.- F2' N'SS Etc.VIS'EICO 114-SS EIC0 01051ed OI2SIeel H12 SIBel AnehorCllp Pollama Ancharyp.. 3'16'Elco Ullydton tI4•Eltounracon 3'15'Elco U0rxa1 v4•Ekounrac.n AggreGelor unracca AggleGata ScM(G6)Sc(ce(G5) SCOMIGS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge nslanceon) 1• 2-v2' 1• z-v2' r 212' r 2.112' r 34tw r 0.48• 0.64' 0.324• CAPACITYREQUIRED"CORRESPONDINGTOAN EmDedtlenl n 1314' tam' ta/4• lam' t-1/4• 1414' 1-14• 1.14' t-w• 1-14• z' 1a'8• Ia'8' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2AM=@4.76-Min.O.C.7 SleMal a OMI C9p(Fig.11 300 IDs 390Its 450 IDs e90 Its 1644 IDs 270 his 2890. 364 IDS 740115 3741bs 664IW 94610- 3f1IDS 4421m 560 Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15.1413 O.C.I Sta=(a 0rbel)C9p 01;2Y 4W Ibs 7W IDs 1/A IUA RIA IIIA 360105 IIIA WA RIA IBA IUA 662ID9 6&5 gs 112D ins CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclnrs@3-hon.O.C./(2)2r5Argle CnpS/(Fl9.3} 7W IDs 7W Ire WO IDs 1SMID5 teMi IDS 510105 5601D5 NIA 7601DS 74a IDS 803105 169289 6B2IDS B651bs t'n;'Da MULLION.IT WILL YIELD A MINIMUM ANCHOR 1Arctors@0.45•h11n.O.C./UCUp,Into.125'AWm.iF44) IIIA WA NIA IUA tl/A R/A tUA IUA IUA NIA IUA tU' NIA 1UA 1073105 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anctprt FCllp 099,6Y 1051bs 1061. 225 IDS 4451DS 8222105 1351Ds too lbs 177 IDS 3701bs 167 IDS 332IDS 4731bs 170105 221 109 280105 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors@ 1.15'hlln.O.C-1 FCtl (Fla 240 IDS 350 as tUA WA N/A NIA 1W IDs IIIA IUA IIIA IUA IL 3/1105 442 Ne 6601bs AN CAPACITY TABLE. RODUCrRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. uwmplyt.g wpb the Florida 1-1.000•-I �,wCodeNo - C�FO FIGURE I: FIGURE2: TABLE NOTES: Dau /zlo ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. (eRll ado Produce Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\\111111!/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125• �,\ pN�......• M/z FIGURES: �� 'C�'.•' '••�F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .p • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1.;• •'.,yti FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 F& * I F ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -500' _ ::� iZ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED / 7 15 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' A STATE OF lL7 1'X 3.126"X.5'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT (1- •' p Z` ® ( VF MULLION) ....COR • � LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND � �s .... \G� Q Q THE MATERIAL.810 81!12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 7t,"0NAL. A.LYt,I MILLL�,P.E. FL P.E.B 58705 TABLE 6A a � Mullion Capacity Table(lbs/fe) Opening Width(fora+erticell-sparurrg mUllons)or Opening Height(for hodzonte*spannirg millons) xc! 501n 60In 70 In 801n BO In 1001n 1201. 1401n 160 In c$2 p Roetan Iar TrapRdeng. Rectangular TrapfldaM. Rectangular TmpnHang. Reclengdor R den. Realangular Tre do W pR g p7Biang• Reclengdar TroplTdong. Reolangular Trapfrdang. Rectangular TmplTdang. Rectangular TreplTdang. o:Y 1 x4x.126 Loafing Loafing Loafing Loading Loafing Loading Loafing Loafing Loading Loafing Loafing Loafing loading Loafing Loafing Loafing Loafing Loading sZ* i V Alum.TubeMullion F €,. F '.. ',. F •€„ ',. .. r F F F F '� € & • z m 421n 170.0 620 170.0 435 170.0 741 170.0 476 170.0 868 170.0 SOB 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 .170.0 521 170.0 1468 170.0 521 145.6 1489 170.0 521 127.6 1489 170.0 521 O W 401n 170.0 708 170.0 524 170.0 050 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 166.3 13M 170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 168.1 1235 170.0 747 140.5 1235 170.0 750 117.1 1235 170.0 756 100.4 1235 170.0 766 87.8 1235 170.0 758 2 fif` fn o 541n 170.0 797 170.0 612 170.0 050 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1160 170.0 837 123.5 1158 170.0 856 1029 1156 170.0 661 88.2 1158 170.0 8(11 77.2 1158 170.0 681 03 O 0 M 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.8 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 138.0 601 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 -4 B3 In 170.0 930 170.0 745 1512 992 103.6 618 120.6 092 144.4 799 113.4 992 131.0 782 100.0 02 121A 766 90.7 992 114.6 756 75.6 892 106.4 745 84.6 092 108.0 744 56.7 022 108.0 744 � 'J {, 661. 165.4 047 170.0 780 137.8 947 148.0 786 118.1 947 130.3 768 103.4 017 117.7 752 91.9 947 108.7 736 82.7 947 102.2 727 68.9 947 95.1 713 69.1 947 94.0 711 51.7 047 91.0 711 z C 721. 135.8 049 1427 777 1132 849 121.6 722 87.0 819 108.8 708 61.9 8{9 06.4 698 75.5 819 88.7 688 67.8 8{9 827 075 56.6 BIB 75.3 659 48.5 840 726 652 423 848 72.4 651 WLL 761. 116.5 762 120,7 665 96.3 762 1026 652 82.6 762 90.0 610 72.2 762 80.8 628 fi4.2 762 74.2 620 57.8 762 692 613 48.1 762 628 602 41.3 762 59.9 597 38.1 762 59.4 595 J r7§ Z Q J V ]I 78 in 106.9 724 111.4 634 69.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 590 59.4 724 68.1 691 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33A 724 63.5 665 J r � 901. 69.0 547 71.8 483 68.0 543 60.7 474 49.7 543 52.8 466 .43.5 543 47.1 468 38.0 543 42.6 452 34.8 543 39.5 446 29.0 543 34.8 436 24.8 643 321 430 21.7 543 30.7 426 ZQ � Z Cl O 881. 67.3 478 68.8 427 47.8 476 49.7 419 40.9 NB 13.2 412 55.8 478 36.5 408 71.8 q8 31.6 100 28.7 478 72.0 3ZZ 85 23.8 178 28.1 308 20.11 478 25.6 380 17.9 178 242 370 N p0 S� 1081. 40.3 377 41.1 341 73.5 777 34,11 335 28.0 377 70.0 370 25.2 377 20.8 325 22.4 777 21.0 321 20.1 377 22.0 717 18.8 377 19.0 310 14.4 377 17.1 304 o' B tit In 37.1 357 37.8 327 30.9 357 31.8 318 26.5 357 27.8 313 23.2 357 21.4 709 20.8 357 22.0 305 16.5 357 20.1 701 15.1 357 17.4 281LLI Y 1201. 29.3 308 20.8 270 24.5 308 25.1 214 21.0 306 21.7 270 18.3 308 10.2 287 18.3 308 17.3 203 I- X 14/1. 17.0 212 17.2 186 Q ¢ 0 O TABLE 6B z m0 s,0 ANCHOR CAPACITY ADJUSTMENT FORMULA: �m� Anchor Ca aclt Table Ibs Substmle: 233 Corarete 3.5k Conn. HoRmcmu Fl6ed CMU PTwood M0.324' (DP-)X( )=ANCHOR CAP... 5118'Elco 114'S9 Elco 5118'Elco 174'SS Eko OIO Sleei #1261ee1 MULLION AnchorClip Pattema AncMrType: 3116'EkoUlUacon 114'EkoUlUecm U,Uww 3116'EIcoUlOecon 111'EkoUlUocan Agg.ostor Ugmcon AggmGalor 6.-(G5)Scraw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR -Edge gstame6nk 1• 2-112' 1• 2.112• 3-1/6• 1' 2-11r 1• 2.112' 2' 3.1/8' 2- 0.46• 0.54• CAPACITY REQUIRED•.CORRESPONDING TO AN Embedment M} 1.314• 1.34' 7711• 1714' 2• t•t/4' 1.114' 1-114' 14q1-114' 1-114- 2- lye' tare• ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom Q 4.75'Min.O.C./Slandwd wO#setQp(Fig.1B2p 3901bs 3901bs 4501bs 8901bs 1644 lbs 2701bs 290Ibs 3541bs 7401bz 374lba 661 ries 940 lbs 3411bs 4421bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 MON.Q2.25'Min.O.C./Standd(orWhat)Clip(Ft&3} 70016, 7001bs 580 Ibs 14101M S52 lbs WA 560Ibs WA 630IM WA 680lbs WA 6821bs 8851bo CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors Q 1.16'htln.O.C./Standud(orOOset)Clip(Fig.4Y 9601bs 14001b, WA WA WA NIA 7801b3 WA WA WA WA WA 13831ba 1770 i0., 2240 los MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AIM 3w Min.O.C.1(2)2c6 Angla Clips I(Fig.5): 7801bs 780 in 6801bs 16601bs 1896 lbs 5401bs 560 1b, WA 760105 746 IDS 00 lbs 199216, 6621bs 6451bs 1120 tes CAPACITY WHICH MAY BE USED TO QUALIFY GAnctnm QW O.C. D.C./(2)205 Angla alp,I ft.B): 1170 lbs 117016, 1020IW 23401bs 2644 lbs 610Ibs 840 1b, NIA 1140 Ice 11221bs 13201bs 38 lbs 102216. 1327 1b. 16861bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors Q0.45'8U..0.C./U alp,Inlo.12Y Aim.(Fig.7): WA WA WA WA WA WA NIA WA WA WA WA WA WA NIA 14301bs ANCHOR CAPACITY TABLE. PRODUCTRBVISED 2 Amh-Q 22F MN.O.0/FCBp(Fig.81: 350 Jos 3501b. 29010. 7051bs 476 lbs WA 280 1b, WA 3151bs WA 4401bs WA 74116, 44216.3 560 1b, complying with the Florida 4 Anchors Q 1.15•Min.O.CJF.Mp(Fig.9YI 4601bs 1 7001ba I WA I WA I WA I WA 1 380 1b3 I WA I WA WA I WA WA 68216, 0651Ds 11201bs BOBdtngCo � /•� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.000' A�Aao 'v-1 O. TABLE NOTES: iy-t 4iarni ode P�rWugh Co�Irol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES! FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\11 I I I f 1l1 • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .` . .......,1fle 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. �•��.''•a,%CENSF'••�F.Q • • _ • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' fie'. No.50705 }r TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. o 127 �S !'j: • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • • • � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' %�.C�''•. .. �: SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125•THICK.STEEL i, •.......... STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X 4'X.126• A.LYNN�ILLIEIR,IP.E. 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.A 68705 TABLE 7A Mullion CapacIty Table Ibsrft2 3�x Y Opening Width(foryerficalty-spanvdrgmullions)orOpeningHeight(forhodipMely-spanllrgmuNons) 25��a Q 501n 80 In 701n Bo In 901n lob In 1201n 1401n 160 In p 1x4x.976 Ft..wgulw TrapRdwp. Rectangular TropIrdene• Roolan9ulor Treprrdeng. Rxlon9Ww TrapRdenD- Raclengular TnpRdwg. Reclongulw TrepJTden9. Rectangular Mop/Tdan9• Rectangular Tut orp. RcotonVior R.p'Tdong. Alum,Tube L.sdna LoaNng Loadng Loadn0 Loadng Lowing Loaning Loldne L.adlnD Loawng L.Ara Loafing L.adrg LOadna Lowing L0a(in0 LoadnO Loedrg 62 = U F F F F F F L• F F L• F F �• L• � F F F F p Fg 2• 2:• F F t'i Maroon as d s� a s g g a d �� N 6$ 6 b 9 C0 F- Z O IUI-) 42117 170.0 020 170.01 135 170.0 714 170.0 470 170.0 888 170.0 506 170.0 992 170.01 619 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.01 1735 170.0 521 170.0 1983 170.0 521 W 48117 170.0 708 170.0 524 110.0 850 170.0 584 170.0 992 170.0 610 170.0 1177 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1987 170.0 680 IMA 2024 170.0 680 J W 60.625 In 170.0 747 170.0 667 170.0 898 170.0 031 170.0 1048 170.D 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170,0 756 166.0 1919 170.0 756 138.5 1918 170.0 756 a m 1 a 641n 170.0 707 170.0 612 170,0 958 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 607 170.0 1434 170,0 637 170.0 1694 170.0 856 INA 1799 170.0 Bel 137.1 1799 170.0 881 120.0 1789 170,0 881 m CD � M 60117 170.0 085 170.0 701 170,0 1087 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 B{! 110,0 1594 170.0 996 155.5 1819 170.0 1073 129.8 1819 170.0 1061 111.0 1810 170.0 1063 97.2 1818 170.0 1063 (fl J BJ In 170.0 070 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 166.7 1612 170.0 1076 141.0 1642 170.0 1122 117.6 1612 16&5 1168 100.7 1642 167.0 1167 88.1 1542 167.8 1157 J 66 In 170.0 074 170.0 789 170.0 1168 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1088 142.6 1472 168.6 1146 128,5 1472 158.8 1130 107.1 1472 147.6 1108 91.0 1472 146.0 1104 90,3 1472 146.0 1104 Z g m d721n 170.0 1063 170.0 670 170.0 1275 170.0 1008 150.8 1720 166.2 1101 132.0 1320 149.9 1002 117.7 1120 137.6 1066 105.8 1320 128.6 1049 68.0 1320 117.0 1024 75,4 1320 112.8 1017 88.0 1320 112.5 1012 2 LU $ W 78117 170.0 1122 170.0 937 149.6 1181 159.4 1013 128.2 1184 139.9 891 1122 11e4 125.7 978 09.7 1184 116,1 984 89.8 1184 107.5 952 74.8 1181 97.6 835 84.1 1104 91.1 927 58.1 1181 82.1 025 J Z 7e In 168.1 1124 170.0 9137 1JB.! 1124 147.0 965 118.8 1124 12&e 947 101.0 1124 115.8 831 82.3 1124 105.8 018 8A0 112! 96.5 900 69.2 1124 08.0 090 69.7 1124 84.3 881 51.9 1124 83.2 876 ¢ '--t J 90117 108.1 074 111.5 760 00.1 814 94,3 736 77.2 BM 62.1 724 67.0 844 73.3 712 60.1 844 68.6 702 K. 844 61.4 693 45.0 814 64.2 678 38.6 844 50.0 668 33.8 644 47.7 662 Q Z N O 961n 69.1 742 91.6 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 584 F' Ira a; _a0 4; � 108h 02.6 586 63.9 530 52.1 668 63.8 521 44.7 608 46.6 513 39,1 5118 41.4 505 34.8 680 37.3 408 31.3 686 34.2 482 28.1 606 29.0 401 22.3 586 26.8 472 10.5 566 24.7 460 M a Ill In 57.8 555 68.8 607 40.D 555 49.5 485 41.2 655 ��332 655 36.0 480 320 $55 74.2 473 26.8 655 31.3 487 24.0 555 27.1 457 20.6 555 21.3 148 10.0 655 224 442 Y 120 to 45.6 476 48.4 433 38.0 475 39.0 428 326 476 476 29.8 414 25.3 475 26.8 409 228 475 24.5 404 18.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 181 144 b 28.4 330 28.7 305 220 330 22.4 301 18.0 130 310 17.0 203 Q n � Zm0go TABLE 76 ANCHOR CAPACITY ADJUSTMENT FORMULA: € m� Anchor Capacity Table Ibs ANCHOR CAP.,,„„•-. SUDsaata: 2.7k Cowrelo 3.5k Con.. Hollow CMU Filled CMU PT Wood A.24' (DP,,,)X( )=ANCHOR CAP.- `J18'Eko 114'SS Eko&i6'Elco 114'SS Eko 010 Steel 012 Steel MULLION CAP.,,,,,,,,, Anchor Clip Patterns )'"`)10rrypa 3118'Eko Uluacon 1!4'Eko laoecon Uluocm 3118'Eko Uluacon 1/4'Eke Ultrecm AggmGatw Ultrecon A9greGalor straw(G6)scmv(Cs) USE THIS FORMULA 70 OBTAIN THE`ANCHOR Edge 04,ence(in): 1• 242' 1' 2-Irr 3-118' r 2-tr2• r 2-trr 2- 3.116• 2' 0.48' 0.64• CAPACITY REQUIRED'CORRESPONDING TO AN EmDewnml Ml: 1-314' 6314• 11/4- 13/4- 21 1-114' 1-114• 1.1/4• 1-114' 144 1-114• 2' 13/8' I-W ACTUAL PRESSURE REQUIREMENT FOR2 Anotnue a 4.75'Min.O.C./Standard w OOsel ClIp(Fig.182): 390lb1 390lbs 4501bs 890 lbs 1644176 2701bs 280lb3 354 lbs 740lbs 374 lbs 664 lbs 948 lbs 311166 442lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor:@ 225'Min.O.C.r standard(w 00set)Clip(Fig.3): 700lbs 70010s 580 the 1410Ibs 952166 WA 5801as WA6301osWA 880 lbs WA 682 lbs W5 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 9 Anchors 841.15•Min.O.C./8landwd("OBsel)C6p(Fig.4} 960 lbs 140D Roo WA WA WA WA 760 lb. WA WA WA WA WA 1383 lbs 1770lbe 2240166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anch.rs�3'A1In.O.C./(2)2x5 Angle Cffps I(Fig.61 780 lbs 760 lbs 680 lbs 1560 lb, 16961bo 540 ft WO lbs WA 760 to, 7481bs 860 It's 1892lbs 682 lbs 1165 lbs 1120 lb. CAPACITY WHICH MAY BE USED TO QUALIFY B AIwMws143'Min.O.C.!(2)2x5Aogla Cops/(Flg.6): 1170lbs 11701bs 1020 lbs 2340 lbs 2944 lbs 810 los 840166 WA 11401bs 11221Ms 13201b3 2838lbs 10221bs 1327Ib5 11101bs ADDITIONAL ANCHOR OPTIONS FROM THE [Awhors @ 0,45'Min.O.C.1 U171p,1,11 ,125'Aluot.ft.7): WA WA WA NIA WA WA WA WA WA WA WA WA WA WA 1lJO IW ANCHOR CAPACITY TABLE. RODUC7RHV13ED 2Anchors®2.25'Min,O.C.1 F-Olp(Fig.61. 35011&1 360106 280161 105lbs 476113 WA 280!be WA 3151os WA 440 lbs WA 341 lbs 4421bs 560lbo u wnlp)yhtgwhh thin Flodd• 4Awhors@LlYMN.O.CJ F-OF(Fig.8): 480166 700160 WA WA WA WA 38016s WA WA WA WA WA 1 682 too 1 885106 1120 lba �ProduclCointrmoll �.f}1NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' f-- --j 1.000" f--TABLE NOTES: A FIGURE 1: FIGURE 2: FIGURE T. FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE \6 3) ,,,,�,. 44j7�rri�/ • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000' 4.000' _ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r• No.50705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - %TAT FIGURE5: FI.URE8: FIGURE 7: q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .c( IGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE • 4 .• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE .(O......•'.N 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375' .375" ��SS "" l� THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS rl7 10NAI• ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' 1'X 4'X.375' I/I I A", v v v ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T-•MULLION MULLION A.LYNN MILL�R,P.E. FL P.E.#58705 TABLE BA ® � a ON Mullion Capacity Table Ibs1B2 � }�� "• Opening Width(for veNca)ty•speming mullions)or Opening Height(forhod2pNeBy-sparWng mullions) 60 in 601 701n 80 In 90 In 10.In 1201n 1/0 In 1801n $ 3 1.26'X RWangular Tepmang. Rectangular TraprTdeng. Rectangular Treprrdeng. Rectangular Trap/!lone. Rectangular Tlep/rdang. Rect�ngWw Trap/Tdang. Rectangular TraprTdana Rectangular Traprtdang. Nd gular Treprill . 5a� 1.2V'X Wo dng Loafing LoadnH Loading Loading Loadn9 Loadng Loadn. Loading Loafing Laadng Loafing Loadng Loadng Loafing Loadng Loafing Loading S g .266^Num Tube Mull N is Is Is c7 3 3 B c9 8 3 8 3 c3 < 8 c9 a B S 3 0 c9 cY" c4 d" 3 3 421n 17D.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170A 521 151.6 1769 170.0 521 tE 481. 17D.0 7D8 170,0 524 170.0 050 170.0 584 170.0 092 170.0 630 170.0 11}7 170.0 681 170.0 1275 170.0 677 170.0 1417 170,0 660 164.8 1648 170.0 680 132.7 1510 170.0 680 118.1 1618 170.0 660 _ _ 60.826In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 604 170.0 1185 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 766 139.2 1468 170.0 758 119.3 1468 170.D 756 164A 1466 170.0 756 � � CD 64 In 170.0 797 170.0 612 170.0 Me 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1318 170.0 637 1{6.8 1378 170.0 858 171.3 1376 170.0 881 101.8 1378 170.0 861 91.7 1378 170.0 861 m M O 601n 170.0 885 170.0 701 110.0 1063 170.0 797 158.0 1158 170,0 878 139.0 1158 167.4 830 123.6 1158 166.8 919 111.2 1156 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1150 144.0 905 � r0 J 631n 170.0 930 170.0 745 160.1 1051 170.0 650 177.2 1051 155.8 882 120.1 1051 142.0 84B 1D8.7 1051 132.3 037 60.1 1051 125.7 830 60.1 1051 119.5 822 68.6 1051 116.1 821 Me 1051 119.1 821 a J 661 187.1 957 170.0 789 139.3 057 151.6 805 INA 057 134.D 700 104,4 057 121.6 777 018 057 112.8 767 83.6 857 106.8 759 69.6 957 100.0 750 59.7 057 98.9 748 52.2 857 98.9 748 Z J m 721 126.7 604 1351 698 107.7 804 115.2 684 91.9 804 101.3 671 80.4 801 GIA 660 71.5 604 04.1 650 64.4 604 70.a 643 53.6 804 72.3 633 46.0 804 69.8 629 40,2 601 69.6 628 j W 78 In 109.4 722 1f1A 630 911 722 871 ale 78.2 722 65.3 606 68.4 722 76.7 596 $0.8 722 70.3 688 54.7 722 65.5 560 45.8 771 59.5 570 39.1 722 118.7 665 34.2 722 681 581 J e Z g 78 In 101.2 685 105.8 600 04A 885 89.8 588 72.3 685 783 577 63.3 685 70,5 668 60.2 605 64.5 560 50.6 685 60.1 553 42.2 885 64.3 543 36.2 885 51.4 537 31.8 665 50,7 536 Q � r ~ N Q N 901n 65.0 515 88.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 3a.6 515 40.6 426 33.0 515 37.4 422 27.6 515 33.1 413 23.5 515 30.5 407 20.6 515 29,1 104 x Z O 981 61.7 163 65.8 404 45.3 453 47.1 397 38,8 153 41.0 391 JJ.B 453 36.4 385 30.2 453 33.0 370 27.2 453 30.4 374 22.6 153 26.6 360 19.1 453 21.3 360 17.0 153 22.9 358 g�0 1112 1061 30.1 358 39.0 323 31.8 358 32.8 318 27.2 350 28.4 313 23.8 356 261 300 21.2 358 22.7 304 19.1 358 20.8 300 15.9 356 18.0 293 � `' o A M 1111n 35.1 338 35.6 306 29.3 336 30.1 301 25.1 338 28.1 297 22.0 .1 23.2 283 10.5 338 20.9 269 17.6 338 10.1 265 Of x ty S2 1201n 27.8 280 28.3 264 23.2 290 23.8 260 19.9 200 20.6 256 17.4 20D 181 263 MA 290 ieA 249 U M Q 1!{In 16.1 201 18.3 180 Q.r Z 0 Q TABLE813 !4.0 CAPACITY ADJUSTMENT FORMULA: ,� ew Aw pnehorCo eci Table(lbs) ANCHOR CAP.,,o,,,,,, o o,d Su.lrale 2.7k CorcCon c.3.6k Cc. 111000w 0AU Filled= PT Woaa MEIBI (DP-)X( )=ANCHOR CAP.,,, NIC Elco 114'SS Elco NIC Eko 114'SS Elco af0 SYeA a1261wl 012 Simi MULLION CAP.,w,,,,, AnehorC)IpPattem6 Ancha7ype. TICElcbUgMM 1/4'Ekoutlracon Ultram 3110EIc Ull"on tN•EkoUnracon Aggecalor Ullracm AggteOda scnm(G5)screw(05) screv(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 13starXe On) 1' 2-U2' 1' 2417 3118' 1' 2-117 1' 2-112' 7 31/8' 2' 0.48' 0.54, 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emla'.Wnml n 1314' 134' 1 1314' 144' 2- 1.114' 1414' 1414' 1-114' 14/4' 1.114' 2' 14.8' 148' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctors®4.70'IAllt O.C.I Slaldan:a OMI Clip(Rg 1): 300 W9 3901x; 450 W5 WO lbs 1644 IDS 2701. 280113 2177IDS 740105 374 Ws 66411, 9161. 341 Ws 442 I. 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arr:has t.IVMln O.C./Standard(a Obe1)Cllp(Rg 7l' dBD Ws 70D I. 11/A IVA IIIA IIIA 3✓I)IceIVA IIIA ILIA IVA 6821bs 8&5 ft 1120 I. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Atktprs(�3'A11.O.0.1(2)215 Arole Clips I ft 3) 760 lbs 7B I. Ee01Ds 15801. 1�Glbs 6101. till. 7601. 748 Ins Bee I. 18021. 68zlbs 865IIA n2ol. MULLION.ITWILL YIELD A MINIMUM ANCHOR 4AMnols®0.45'M1.O.C.I UCup,INo.12CAIuM.".4) IVA WA IIIA IVA t11A I41A WA IVA IIIA IVA IVA RIA IVA 14301. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchofl FCOp(Ra 6) 195 lbs 1D5Ito 225 W9 4451. 8229. 1351. 1401. 3701. 1871Gs 3321. 473?. 170 Ws 211 I. 2691. ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchDW®1.15'LflnO.CJFLO g6' 240 Ws We Me NIA IVA II/A 11/A loolrsIVA IIIA IVA IVA 5111. 4421. 660 Ws ANCHOR CAPACITY TABLE, PRODUCfRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. es oenlplYlnB whb The plorlds Building Code FIGURE 1: FIGURE 2: TABLE NOTES: )�1.25D',-I ry;fJd • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ode Product Coniro) ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��\% y LYNN JJJ FIGURE3: ,�� S,ON,.....,,,ti//� Jig 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.186' \'?�,.•'Or- ANGLE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, 1 T1., No.56705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND / GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL u } _- FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE :�Q'• &At O r • 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25'X 3.188'X.265'MULLION i '•.!'[0.it) . \� • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE LEAST.I2Y THICK AND A36.ALL i F „•,••, � e e (1-1/4'VF MULLION) i l� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. AL,�\`\�� • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LfNN 'ft_LeR;P.E. FL P.E.#58705 TABLE 9A � Mullion cape9ltY rablg(lbe/tl') Opening Width(forvartlealy-sparing mul5ons)or Opening Holght(for horizontally-spernRtg millions) 601n 601n 701n BO In BON IOO In 1201. 1401n 1801n u {yn0 O 1.26%3.26 RecmnpaWr Tmp/TAeng. Roalargular TrepRdanp, ReclengWar Trap/Tdacq. R.I.n9ular Trap?hnp. Rectangular TronTAan9. RecldiAng r ite.dj g. Reeasing TLoadang. RL anga TopWiN Ra.,W ger TLeatin.g. Ro %.100 Loa Iry Lwdng Lwdng Leading Loading Lwdng Lwdng Leading Lwdng Lwdng leading loading Leasing Lwdng LaadNp Lnading Lwdng Lwdng SY Ro U Alum.Tubeb' _ _ F•^ _ p P p p A, Mullion © H QB N8 � � ` � � � �` � �• � N $ (63 1199 666 $ r r $ $ 0 r $ a15I r © $ $ $ $ 1 11 1.11 § z � m � 421. 170.0 620 170.0 435 170.0 744 170.01 478 170.0 868 170.0 5011 170.0032 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 1273 Me 170.0 521 109.5 1118 170.0 521 85.8 1116 170.0 521 � 481. 170.0 706 170.0 524 170.0 610 170.0 6& 167.6 970 170.0 630 146.7 076 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0M 113.8 978 170.0 880 13.3 (ITS 110.0 660 J W 50.825 In 110.0 747 170.0 563 170.0 896 110.0 631 150.7 927 170.0 684 131.9 027 100.5 708 117.2 021 159.1 699 105.5 927 168.3 606 87.9 927 158.3 695 75.4 927 166.3 695 65.9 927 158.3 695 0 o 541. 170.0 707 170.0 612 154.5 B69 170.0 601 132.5 869 153.9 683 115.9 889 141.0 689 103.0 869 134.0 660 92.7 009 129.8 957 77.3 689 128.8 652 66.2 869 128,11 652 57.9 669 128.8 652 rA N 147.2 740 153.8 634 119.4 746 132.3 620 101.3 748 117.8 608 89.6 740 107.8 599 79.6 746 101.0 592 71.0 746 We 587 59.7 746 03.3 68.7 51.2 748 93.3 583 44.6 746 93.3 563 m c)Uj O M 5 631, 123.7 877 132.0 570 103.1 677 113.2 668 88.4 677 100.4 555 77.3 677 91A 546 68.7 677 e5.2 639 61.9 677 81.0 534 51.0 677 77.0 529 44.2 677 78.7 529 347 677 78.1 528 1 (J (D J 60 In 107.6 617 114.1 630 09.7 817 97.6 518 70.9 817 00.3 500 87.7 617 70.3 500 39.0 aft 72.8 491 67.8 617 60.7 189 418 617 BdA 163 38.4 617 83.7 402 37.8 617 63.7 482 W 1 721n 62.9 518 87.1 450 69.1 518 74.2 440 69.2 510 85.2 432 51.0 518 68.6 425 48.1 We 54.2 419 41.4 516 50.7 414 34.5 516 40.6 408 29.6 516 45.0 405 25.8 518 45.0 405 Z fn d m IS 76N 10.6 465 73.7 406 547 485 62.6 398 50.3 485 54.9 390 44.1 465 49.4 364 39.2 465 45.3 378 35.2 465 42.2 374 28.4 465 343 387 25.2 465 38.5 384 22.0 465 38.2 363 J H 78N 65.2 441 68.0 387 64.3 441 67.7 379 48.8 441 50.6 372 Me 441 45.4 366 36.2 441 41.6 360 32.6 441 311.7 356 27.2 441 34.8 349 23.3 441 33.1 ado 20.4 441 32.7 365 J 90 in 42,4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 28.6 332 28.8 260 23.6 332 26.1 216 21.2 332 21.1 272 11.7 332 21.3 2611 151 332 19.6 262 13.3 332 147 260 Q O GO In 35.0 201 35.9 200 241 291 30.3 258 25.0 281 RBA 252 21.9 281 236 248 18.4 201 21.3 241 17.5 281 18.5 241 14.6 291 11.1 ZJB 12.5 201 15.6 232 Z � a N O too in 24.0 230 25.1 208 20.5 230 21.1 205 17.5 230 16.3 201 15A230 16.2 190 QI- x Z W O 111 N 22.0 216 23.1 107 18.8 218 19.4 184 16.2 218 16.8 191 14.1 218 14.9 188 U) I20In 17.0 197 18.2 170 14.0 197 13.3 167 W M w x S2 to U N a 0 0 TABLE 9B g � zm0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acltyTable(Iba zz Sebslmle: 2.7k Concrete 3.6k Coro. Hogax CMU Filled C6lU PT Wood X1111111 AN CAP.,,,,,,,,, (DP)X( )=ANCHOR CAP.,,, 918'Elw ild•S9 Elco 918•Elco 114'SS Elco a10 Slcei tl12 Sleai 912 Sletl MULLION CAP.,,,,,,,,, Anchor Cllp POttame Arolar Typa: 31166Eiw UlUacon 114*Elea UlOacon 11IBa0. 3116'Elw Ulm. 14"EtcUllmcon AggreGalor N9oeon AggreOelor 6crex(GS)Screw(GS) Sem(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgo Owtame Mt 1' 2-fn' 1' 2-10 3.118• r 2.12' t• 2-112' 2' 34/11• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): 1.3'41 1.34' 1.374' 1-14' 2• 1.1/4' 1-114' 1.114• 1-1/4' 1-114• 1-114' 2' 1.316• 1-w Corks ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhors@4.75•Min.O.C./Slmdardw Offset Clip(Fig.1k 390 obs 390 lb. 450 Iles 890 lbs 1644 Ns 270lbs 2801ba 354 Ibs 740 lbs 374 lbs SB41hs 9401bs 341 Ibs 442 lbs 560 No OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Alin,0.0I Slendard(or Offset)alp(Fig.2y 480 Has 700 Its WA WA NIA WA__ 380 Ils WA WA WA WA WA _682 Sea 9115 Its 1120 Ins CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3•Min.O.C.I(2)2,5 Angle pips I(Fig.37 780 lbs, 780 to. 680 lb, 1560 the 1890 lbs 54016; 560!be WA 760 The 748 Its 8801bs 189215; 6821bs 84516. 1120 to$ MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors @ 0.54'MN.0.0/UCIip,Into.100'Alum.(Fig.4y WA WA WA WA N/A WA WA WA NIA WA WA WAWA WA 050 It's CAPACITY WHICH MAY BE USED TO QUALIFY 1 AscherI F-alp(Fig.5): 196161 195 to. 225 lbs 445 Jos 622[be 135 lbs 140 lbs 177 lbs 37016; 18716; 33216; 473 Ibs 1701bs 221 Ios 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amtwe@ 1.15•Min.O.C.1 F-Clip(Fg.6y 24glbs 3501Ds WA WA N!A WA 190 lbs WA N/A WA WA WA 1 341[as 44216; 56010s ANCHOR CAPACITY TABLE. RODUCCREWSED . uilding OD& the PlorI .! sccpmnw3No 4" .01 FIGURE 1: FIGURE 2: TABLE NOTES: -1.250' D 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Rini bado Product Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ♦♦♦� day LYNN FIGURE3: ♦ x •,.•••--..'flee ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• \ .• \CENSE'•,F,fa SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' Ee 0 0 • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11 r 140.58705 BE USED _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL •100• -'O '. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1' 1 O • 6063-T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND O� r(ORID P.•' �C� .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL �i�s •'••.....• �C9 G e e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 3.25'X.100' SNAL a " �O ,"' #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION �1 1 p A.LY(JN MIL ,P.E. FL P.E.#58705 TABLE10A _ Mullion Capacity Table Qb9Ht7) � y, h tt Opening VLLd87(forveRicely-speming nWlions)orOpening Haight(forholizorte¢yspenning mullions) 50 is 601. 701n so in 90 in 100 in 120 in 140 in 160 in LLO 126X3$6 ReclangWU TrepTtianO- Rectangular Trepfrden9. Rectangular Tr4p7dang. Rectengala, TIepTAang. Rectanguar Traprildang. Roctangular Trayldang. Rectangular Trap'rdang. Rectangular TraprRtang. RacUnpJet TUp7rieng. X.624 La ding Loading Loading Loading Loading' Loading Loading Loading Loading Loading Loading Lo4diog Loading Loading Loading Loading Laadfng Loading oY 0 Alum.Tube .S'., J.t' E.. '�.. •8 '�.-. .. .5 •�'-. .S� .F .F .fi .�,. .` .5... 'S �,. •5 .. .P .B Mullion �` e S o o a u a » o S o e s a 8" N u` c"Pi ci` ^ cia S �@ u ai` u8 u "� urs u ci ug@ ci ua u ci€ ci i7 Xe` u' u^o g a`e •o `' �u 5 '&� t 044'7 5 a 5�- 5 $•$ S F'� :s, �� s5 " �< <• �5 �.�t'. `S s�' `� �'�`c 5' Ss �`^' F' (not°gym L 421. 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 1170.0 1983 170.0 621 J W 481. 170.0 708 170.0 S24 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 110.0 1417 170.0 680 170.0 1700 170.0 68D 169.7 1979 170.0 680 148.5 1979 170.0 660 J W 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 727 170.0 1346 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 152.6 1877 170.0 756 133.5 1877 170.0 756 ti to 641n 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 I 110.0 1434 170.0 837 170.0 ISM 170.0' 656 156A 1769 170.0 1 861 134.1 1769 170.0 861 117.3 1759 170.0 1 861 WC) M 60 in 170.0 BBS 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 9U 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1-353 103.6 1511 170.0 1063 90.6 1511 170.0 fOfi3 H rt) J 631. 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 166.6 1370 170.0 1015 139.2 1370 170.0 IOU 125.3 1370 164.0 1092 104A 1370 165.9 1072 69.5 1370 155.3 1070 78.3 1370 155.3 1070 W j 6610 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 110.0 1002 1352 1248 158.6 1013' 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 976 77.8 1248 129.0 975 68.1 1248 129.0 976aL m Z $ 0 72 in 167.0 1049 170.0 070 139.9 1049 1502 892 119.9 1049 132.1 875 104.9 1049 119.1 e60 93.2 1049 109.7 848 83.0 1049 102.7 833 69.9 1049 91.3 825 59.9 1049 91.2 820 52A 1019 91.1 020 2 W 76 in 142:7 941 149.1 822 1189 941 126.8 805 101.9 941 11 t2 791 892 941 1DD.D 777 79.3 941 91.7 766 71.4 941 8S.5 757 59.5 941 T7.6 744 61.0 941 74.0 737 44.6 911 71.3 736 2 J g TB in 132.0 BM 137h 787 110.0 894 116.9 767 M3 891 102.0 763 82.5 891 91.9 740 73.3 094 81.1 730 66.0 BM 78.3 121 55.0 89! 70.7 7W 47.1 891 67.0 701 41.3 894 66.1 690" Q � � 901. 85.9 671 88.7 596 71.6 671 74.9 585 61A 671 65.3 675 633 671 50.2 566 47.7 671 52.9 568 43.0 571 48.8 651 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 $26 Z � Q N O 96 in 70.8 690 72.8 527 59.0 590 61A 518 50.6 590 63A 609 44.3 590 47.5 602 39.3 590 43.0 494 35.4 590 39.6 488 29.5 590 34.7 477 25.3 590 31.6 469 22.1 590 29.6 464 1031a 49.7 466 50.8 421 41A 466 42.11 414 35.6 4. 31.1 400 31.1 466 32.9 402 21.6 466 29.1 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 dfib 21.2 375 16.6 466 19.6 370 143 oO�� Nm o 3 111 in 45.8 441 46.7 400 302 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 782 25A 441 27.2 376 22.9 441 24.9 372 19.1 441 21.6 363 16A 441 19.7 356 14.3 441 17.8 351 W CM 1201n 36.3 178 36.9 344 30.2 318 31.0 339 25.9 376 26.0 334 22.7 770 73.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 X U4 In 11.0 262 21.2 212 17.5 262 17.8 239 15.0 262 153 236 0 O TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: > AnchorCapaclty,Table(Iba) � m � ANCHOR CAP.,,,,,_ F o�rc^-a SUOOUaIe 2.M Concrete 3.6X Calc, Helow Q.lU FIIIeO C?.lU P7 Wood Lldal PP..)X( )=ANCHOR CAP.,,, Mc7a Type. 3116'Elco Unrmm 1/4'Elto Utlracon &16'Elco yfE Elco Unrson 114•FJCO Unraton VOSS EICO d1G Elco 1/4'SS Efto 01D Sled W12SIOCI (112 SILel MULLION CAP..„,,,a, AnchorCllp Pattems unracon AggreGnor UOracm ftreGalor Screw(05)Screw((35) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslame 6n)' t' 2-1/r 1' 2-112' 3-1/8' 1' 2-V2' V 2-V2' 2' 3.119' 2- 0.484 1 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embeenenl n 1314' 10/4' 1-314' 1-314' 2' 1.114' 1.1/4' 1-114' IAN' 1.114' 1.174' 2' - _TO` Zes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors;® m 4.75'I.IIR O.C.7 Slaaala OPsel Cfip(Fig.13 390,Its 39D IM m5 450 ego W 175 e 1644 Its 270 its 280 Its 35/106 740109 374 664 Me 0461Ds 341M 442109 C60 Gas OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhors®1.15'Min O.O l Standard(or Offset)CIO ORD 23 48D Its 700 IDS NIA IUA NIA IIIA 380 IDS IIIA IUA IUA IUA 7UA 682lbs 885175 1123 He CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcrors Q3'Min.O.C.I k2)NO ArgleCffps/(Rg.3} 780 Its 700 Its 600 Its 1660Its te061ts 640116 56047; IIIA 760It0 748 Its NO Its J802 Its 682 Its 685106 11201Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arclors®0.61'Min.O.C.I UCIIp,Into.100'Alum.(Fig,4D IUA IUA HIA IUA IUA IIIA IUA IIIA WA IUA IUA tUA IIIA IUA 950 Its CAPACITY WHICH MAY BE USED TO QUALIFY tArcllDrl FCGp(Flg.6): lo"RDS 105 Its 225 Its 445116 '22 Its 1351ts 140175 177105 370105 187103 332Its 4731M t7o Its 221108 2B0IM ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arcina®1.IS?Ain O.CJ FCG 0.67 24D Its 350 Ito IUA IUA IIIA IIIA 1001ts NIA IUA tI/A tUA IUA 941103 da2lta 560176 ANCHOR CAPACITY TABLE. PRODUCT Rwith Ila u0dlap do Pl.dda rocD'�rLv No Q FIGURE 1: FIGURE2,. TABLE NOTES: t211" �,�Q.'� • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION diemi a) oducl G+nfrO ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. . \111111/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�\ pNY LYNN M/ FIGURE 3: �'�\0..C...... lee ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS L ;art• '•,3't BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL f 111 1 5 .,W FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4� '��'•, STATE OF �4Q • 606345 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �'��•'••.FLORIDP`••'Gov O e e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ........ i '• Ll 1 [1: ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X3.25'X.624' "�A/SS 10NN-E 1`55 • #10&412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LY'W 1941LI L 4R,P.E. FL P.E.#58705 TABLE IIA Mullion Cepeclry Table pbeAtt) s ��x w Opening Wdth(for vedica9y3panning muliorls)orOpening Helght(lorhorizortoWpenning mllliols) 50 In 60 in 70 in BO N 90 in loot. 1201n 1401. 160 in 9 O Reelangutar Pr p7rlsng. RutanVt., Trip/rdanii. Roelangulu TmpTAM. ReelenWlar %pTdang. Recunguler Tnp/rdeng. Rectengular TrapTdana. Rectangular Trep7dang. Raclenguler Trep(Triang. Rectangular TiepMiarg. 1.26%3.94 Loading Loadi Loading Loadn Load Loading Loade Load Loadn 1--din Loa4in Load Load' L.ed.g Leading L.adn Laedin Loading n %.824 n7 o Ing B B ng 9 0 9 In8 u1g 9 9 D pi = U Alum.TuboTl-il` •�''- �-. ,. .Y-. .. .F .§• .� •uF 'S �.. .• 2 v .- .g .& MullLO ion ��, a .� a�, a � eg a€ o $e "s a� �€ a ae �e �@ a � w U Uv U Uv U ami ry u g U U� U U V U Ug•tet �o � 'S ._m", 5� a5 g3' ar` �'u t$ 'S�� r:: �_ R F'9 6Q` oo .erg '.1 .5� II � t� ate` �'O �� 'Q a� 5 �tn m is �rc f� 8� f� da d& ��. 8R fo Ef $l is f2, e`� € E� $1 � 4 $a te $� € Es f� �� s' Q�`e f� amz f� s`a4 Z "`-a 421n 170.0 62D 170.0 435 110.0 744 170.0 470 17D.D 868 170.0 506 170.0 992 110.0 519 170.0 1116 170.0 521 170.0 1 1240 170.0 521 170.0 1 1488 170.0 1 521 110.0 1735 170.0 521 170.0 1983 110.0 521 0 Li 481n 110.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 671 170.0 1417 1 170.0 an 170.0 1700 170.0 660 17D.D 1983 170.0 660 170.0 2267 110.0 680 1 J W � z 60.6251. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1135 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0' 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 766 OI U) 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 661 160.2 2403 170.0 861 W CD W 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1617 170.0 914 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1053 148.3 2163 170.0 1063 129.8 2163 170.0 1063 fq J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 INA 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 W g 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1559 170.0 1066 170.0 1753 170.0 1155 170.0 1948 110.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1266 CL m ? g 721n 170.0 1067 110.0 878 170.0 1276 170.0 1009 170.0 1680 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1731 169.8 1386 115.6 1731 155.9 1367 99.1 1734 150.1 1352 06.7 1731 150$ 1352 g J P 0 761. 170.0 1122 170.0 937 170.0 1346 170.0 1oin 168.6 1556 170.0 1209 147A 1556 165.2 1265 131.1 1556 151.5 1266 117.9 1656 141.3 1251 989 1556 128.3 1229 84.2 1556 1223 1219 73.7 1556 121.2 1216 o U z 70 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1417 169.3 1246 136.4 1477 162.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1168 68.2 1477 109.3 1154 J L Q V 90 in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.0 1110 96.3 936 78.9 1110 67.5 922 71.0 1110 50.7 910 59.2 1110 71.3 691 50.7 1110 66.6 678 44A ISO 62.7 870 Z � Q N 96in 111.0 975 120.3 872 97.6 975 101.5 856 63.6 975 88.3 842 73.2 975 78.5 629 65.0 975 71.2 817 58.fi 975 fi5A 807 48.8 975 57.4 769 41.8 976 523 776 36.6 975 19.3 767 X Z DO C 100In 62.2 771 04.0 696 681 771 70.7 SOS 58.7 771 61.3 674 SIA 771 54.3 664 46.7 771 49.0 655 41.1 771 44.9. 647 34.3 771 38.9 632 29.4 771 A35.0621 25.7 771 32A G12 � �1111n 75.7 730 77.3 661 63.1 770 65.0 650 51.1 7J0 56.] 610 173 770 69.9 611 T3.i3 15.0 622 37.9 770 b1.1 616 31.5 730 J5.6 600 27.0 T]0 589 Z3.7 )JO 29.5 581 W (h1201. 69.9 626 61.0 669 49.9 624 51.2 560 d2.e 624 64.3 552 77.5 67A 39.2 544 35.3 537 30.0 624 32.2 531 25.0 624 21.7 619 21A 624 509 18.7 626 22.5 601 2' x 1441. 37.7 437 35.1 40n 20.9 437 29.4 395 24.8 433 25A J90 21.7 433 22.9 3B5 20.0 381 17.3 433 l.2 376 U N Q ?> a�T Z U) U) 5 TABLE 118 Anch.rCapaclty Table(168) ANCHOR CAPACITY ADJUSTMENT FORMULA: go go ANCHOR P.,,[,,,,," Su0slmle' 2.7keOrcR4e O.skemc. HttlmMChIU FlgeoCl.IU PTWo00 I.Iri& (DP,)X( CA )=ANCHORCAP.w, dib'Elco 1/d'95 Ek0 6116•Elco V41 SS Etc. a10 Sled 012SIcal H12 Steel MULLION CAP.,",,- AnchorClipPatteme Anchor Type 311s'ElcouDacm 1/4•Ekouamcon fUn.le'conNNIA o udxm 1/4.17cou1-Ion A94'e03eor Ultocm AoreGNOr Scmw(G5)Scrcw(G5) Scrd (GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR FAo9 aslarce Bn) 1• 2-VZ 1• 2-V2• 3718' 2-112' 1• MIT 21 3.118• 7 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmneQnml .' 1314• 13.4' 13/4' 13'4• 2• 1-V4• 1.176• 1-V4' 1-1/4' 1-1/4' 7 13'6• f3•e' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AxhomQ4.717611.O.C./StaM3VO(Ors ICUpp1g.ly 390 IDS 390 IDS 450 IDS 890 IDS 16441.5 280 IDS 354 ms 740 Its 374 IDS 661106 9!61¢5 341105 442 IDS 660100 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15•Min.O.O,r Standard(or 0(bel)Glp(Ftp.2y 430 ins 700100 IIIA IIIA IIIA380 Im MA IDA IIIA IUA IVA 68210s 8115 IDS 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcroR Q3•Alln.0.C./,No A(gle Clips I(ng.3y 70]11. ISO IDS 680105 4560129 11096 IDS 560105 N/A 760103 748105 BBO IDs 1e92 Its sezlbs ees ms 113111x7 MULLION.IT WILL YIELDAMINIMUM ANCHOR 4Arcrors@0.51.611n.O.C.1UCBp,Inlo.f00'Alum.(Fig.4J IUA rUA NIA IDA ruA IUA IIIA IDA IIIA wA IVA n/A IUA 1267 IDS CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcror/F-0gp(Rg.6y 193 ms 195105 225 IDS 445110 822 Ion 140 IDS 1T7 IDS 370IDs 167 IDS 332 IDS 473 IDS 1701bs 221 IDS 260 IDS ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancron®1.151 Phim O.C7 F-ap ORO,41 240 IDS 350104 NIA IUA N/A IIIA 10010[ IIIA NIA 71/A IDA I IDA 341IDS _442 IDS 1 5601D5 ANCHOR CAPACITY TABLE. PRODUCTREVISBD DS c.mpiylas WIth Lha Ploride Bugdln8 CId. t25O' Aooepp®ey tdo 1�11'rJ FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ada Pro uct Condrol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.1!:* `\41411 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. ;�� p .......... FIGURE 3: �'��.•'1,tCENSF'•.FAQ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. T; is CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.88705 E6 ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -61 _ _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -O - 15 .:� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: S-ATE O BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O • 6063-T5ANDBEAMINIMUM OF.100-THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND • ��'•FLOIt3OE`,.•�`G.;� • .045"THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL // .SJ ••• �G • ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. 1.25'X 3.94'X.624" A.LYNN MILLER,P.E. • MULLION FL P.E.#58705 TABLE 12A d n Mullion Capacity Table IbsHt2 2, +q Opening Width(forlonticaly-sparring mdllons)or Opening Height(for hotlzcntelyspfiming m(Illons) 1_d 501n 601. 701n Sol. 901n 1001n 1201n 1401n 1601n C OO4' m• 0 Reelangubr Twridarg. ReetangWar Tf.pfrda tg. Rectangular TmplTdang. ReotmV-' Tmprrdeng. Rectangular RaprTdang. Reetangdar Tmpfrdeng. Rectangular Tmprfilmg• R.=2Wer Treprrdang. Rectangular 4apmlen9. kiX d� O 2X4%.26 Loafing Loadng Loafing Loafing Loadng Loadng Loafing Loafing Loading Loadn9 Loafing Loadng Loading Loafing LoednB Load' Loafing IN o55''p�e Alum.Tuba Mullion .. Fc F 'Aa ,. 'a u.. .. , •a a aB >; a o G $ g� $ . � a s a g Nsb �� 5soa 711 6 - bo. S m N 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 666 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170,0 1240 '170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1883 170.0 621 O 48 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 600 170.0 1700 170.0 600 170.0 1883 170.0 680 1 170.0 2287 170.0 680w 50.825 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1115 170.0 747 170.0 1494 ,170.0 766 170.0 1703 170.0 766 170.0 2092 170.0 756 1 170.0 2391 170.0 756 b 64 in 170.D 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 658 170.0 1913 170.0 661 170.0 2231 170.0 661 170.0 2550 170.0 861 LU cc 601n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 670 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 1170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 M .U) efl 031n 170.0 830 170.0 745 170.0 1119 170.0 850 170.0 1302 170.0 948 170.0 1456 170.0 1015 170.0 1673 170.0 We 170.0 1858 170.0 1122 170.0 2231 170.0 1169 168.7 2653 170.0 1171 146.9 2653 170.0 1171 {F 681n 170.0 974 170.0 769 170.0 1169 170.0 90.7 170.0 1364 170.0 1002 170.0 1556 170.0 1006 170.0 1753 170.0 1165 170.0 1946 170.0 1210 170.0 2336 170.0 1275 1 i51J1 2437 170.0 1286 132.9 2437 170.0 1286 C 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.D 1466 170.0 1128 170.0 1700 170.0 1226 170.0 1913 170.D 1315 170.0 2125 170.0 1387 1 145.6 2184 170.0 1488 1 124.6 2184 170.0 1528 1 109.2 2184 17D.0 1530 z 761n 170.0 1172 170.0 937 170.0 1316 170.0 1080 170.D 1570 170.0 1209 170.0 1794 170.0 1372 165.1 1960 170.0 1421 146.6 1960 170.0 1505 123.8 1960 101.8 1548 100.1 1960 164.0 1535 92.9 1860 152.7 1531 2 76 In 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1661 163.1 1500 114.5 1661 167.3 1173 98.2 1861 139.6 1459 65.9 1681 137.6 1464 4n 90 In 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.0 1300 136.0 1199 111.8 1398 121.3 1178 99.4 1398 110.2 1162 69.5 1398 101.8 1147 74.5 1396 69.8 1122 63.8 1396 62.7 1 1105 55.9 1398 78.9 1096 z j Q N 961. 147.4 1229 151.5 1098 122.9 1229 127.0 1079 105.3 1229 111.2 1061 92. 1229 98.9 1016 61.9 1229 89.6 1020 7J.7 1229 824 1016 61.4 1229 722 893 62.7 1229 65.9 977 16.1 1229 62.1 967 Q Z I, 3 •-p b0 1081n 103.6 871 105.8 677 66.3 971 69.0 662 74.0 971 77.2 818 64.7 971 88,4 837 57.5 971 61.8 825 51.6 971 56.5 616 43.1 971 49.0 796 37.0 671 44.0 782 32A 971 40.6 T71 4/X 10 1111n 95.6 910 97.3 632 79.5 910 81.9 Me 68.1 919 70.9 806 59. 919 629 794 53.0 919 55.7 764 47.7 gig 51.6 774 39.7 919 44.8 768 34.1 919 40.2 742 20.6 919 17.1 732 W X 120 in 76.5 786 76.0 716 62.9 760 84.6 706 53.9 706 55.8 695 47.2 766 40.4 Re 41.9 766 44.4 W7 37.7 766 40.5 688 31.5 786 34.9 653 27.0 766 31.0 641 23.6 788 20.4 631 111in 61.7 516 112 564 36.4 648 37.0 498 31.2 548 31.9 481 27.3 Sd6 282 685 21.3 548 26.3 479 21.6 646 '22.9 474 18.2 616 19.5 484 15.6 646 11.2 455 13.7 548 15.5 446 U N Q O O TABLE12B Z ANCHOR CAPACITY �� mp Anchor C opacity Tab]a([be) Cr 1°of ANCHOR CAP.,,,,,,,,, _ Subslralo 2.71 OmUe 3.5E cone. Ho9ow WU H.CLIU PTW.. 1111al (OP-)X ANCHOR CAP.,,, 516•Elco 114'SS Elco 916'Elco 114'SSFJro 910SIed 012SIWI 012S10e1 MULLION CAP.,,;,,,,,, AnehorCllpPetteme AnelorW 3�16'Elco ultxm 114'Elcoudmcon Unmcon WIC ElcoUllmn il4-Elcounmcon AggreOator ullracm AggieGalor Scaw(G5)Scfw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslarre 6n) 1' '2-U2' 1' 2411 3116' 1' 2-itr 1^ 2.112' r 3-116^ r 0.48' os4• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednm100 13/4' 13'4' 1314• ty4- r 1.94' 1-114' 1-114' 1-114' 1.114' 1-114' r i've' 138' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm @ 4.75-No.O.C./Sta37ar0 orOdsel Clip(Fig,162X 390 IDs 390165 45D In MOIbs 16M IDS 270 IDS 280109 354105 740 IDS 374 IDS 664105 046 IDS 311 IDS 442105 .660 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arches®2.66'MBL O.C./8taloard(or Met)Up(Fig 3X 740 IDs 740 IDS 63D Ibs 1485105 1424 Iles NIA 50 Re IIIA G95 1D!__ IIIA 880106 IUA 6821Ds 885lbs 112D IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors@1.71-IJIn O.C./Standard(or IXBet)Crp i9g.4X US IDS tOr.0l 756IDs 193610, 11/A IIIA 7051 NIA 799TH NIA IUA rilq 102211x1 1327IDs 1660 ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AIXMIS@Tt.tln.o.C.1(42c6Anglecups/(Rg 6T 780105 7 Ds 680 IDs 156DIDS 18061bs 5101Ds 660[be LMA 760 IDS 7461Ds 880 IM 18M IDS �2ms 885 IDS 112DIm CAPACITY WHICH MAY BE USED TO QUALIFY 6ArcMrs®3-LIIn.O.C./(2)2c5 Angle Clips l(Fl9.6X 1170ms 1170lbo 1020lbs 234D Its 2844 IDS Bt Ds 840101 IIIA 11401bs 11221Ds ' 13201bs 2b38ID5 1022103 1327 roe 1680106 ADDITIONAL ANCHOR OPTIONS FROM THE Unctors®1.34-Mia.O.C.I UCI1p.Inlo.129'A1um M-a H/A IUA NIA IUA IIIA IUA IUA NIA IUA NIA IUA LUA IIIA IUA 10731 ANCHOR CAPACITY TABLE. EVISED 6AmbDmg0.61'L11n.O.C.111Cllp•Inlo.126'Aium.(FIg.BX t"A IllA II/A IUA IIIA 111A IUA IIIA ILIA NfA IUA IUA IIIA IUA 21 I[S 23 con C1 With[be 2AnchDm p 260'I4In O.CJ FC9p(Flg eX 37010, 3701oe 31510, 743100 71210, IUA 2BO gn IIIA 31810, IIIA 44010, IUA 11110, 462101 76010, u con 14 4vh111M1 PIOr(da. BundIDS Code 3Anctas®1.71'MIn.O.C./Ftl1D(FFg.10' 64310, 525103 379 IDS 973105 NIA NIA 353118 NIA 30916, IIIA tUA IUA 61110, 661103 BfO IDs cmptanc,No ,SAO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. °nDate l� CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. > FIGURE I: FIGURE 2. FIGURE 3: FIGURE 4: 2.000• leml adDPro'." Dnrol • • • • • • • • TABLE NOTES: _ \ ....... 1111111117111 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �` N • • • • • GENERAL INSTALLATION METHODS. � 41) ....... '•(F'0. �� 'FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '•%T • • • • .250' - 4.000° =•'1: No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ r THE FIEIELDD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE -13 • • LOCATIONS. 41 STATE O- ✓•(/� FIGURE 7: FIGURE B: FIGURE 9: FIGURE IO: ANGLE'CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNITOl; "� '•.,'oLOR1 ••' G\=� IE [11 (FIGURES 586) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND. (045'THICK 18 2'X4'X.25'MULLIONMUST BE USED ril11IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRB/y A.LYNN&LER,P.E. .• THREADS BEYOND THE MATERIAL.N10 8 7112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E.9 58705 TABLE13A Mullion Capacity Table Ibsf e ® n� Opening Width(for wdicaly-sparring mullions)or Opening Height(for horimrJallyspamirg mullions) 601n 601n 701. BO In Dole 1001n 1201n 1401n 160 In �xN` Roclengular Trep7Tdung. RoclangWar TrepTdeng. Raclangular Trep.'1dong, RectangularTrap/T1ang. ReclenpBar TrepRdang. Rectangular no one. Rectangular Tie pRdeng. Roclanguiar TiapRdang. Roclangulor Trep7Tdang. c 2x6 x.26 Loading Lowing Leadng Loading Loading Loading oa ng Loadna Lding L..dmg Lowing Loaning dug ng Loading LoaLoadea Loadng LoafinLoftoaLoadng Alum.Tube z x r a p p z n p a p p p p p a r p x 7 a,. a� ro., ro ro.. o •a gg a �a.. a a,. a .. a a�, a .. s a., .. a .. g •c,. �0.- a v.. LO Mullion 8 B >3g R a � S >3 3 3 tY tt X g •� �� •a •� � g § o� S .� a F'� e� a g ^ m 1 �rc '� �1 2� �� rc .1 11 2� 80 � � ,J� dz x'� 1 I� �� s� 2a �� zc as Z �L 4211 170.0 620 170.0 435 170.0 744 170.0 178 170.0 868 170.0 508 170.0 882 170.0 518 1 170.0 1118 170.01 521 170.0 1240 170.0[756 170.0 1188 170.0 521 170,0 1135 170.0 621 170.0 1883 170.0 521 Q W 48ti 170.0 108 170.0 524 170.0 850 170.0 581 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 170.0 1700 170.0 880 170.0 10&1 170.0 680 170.0 2287 170.0 660 J 111 50.62511 170.0 747 170.0 583 170.0 886 170.0 831 170.0 1046 170.0 801 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 170.0 1780 170.0 756 170.0 2082 170.0 750 170.0 2391 170.0 758 A U) 64 In 170.0 707 170.0 512 170.0 058 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170.0 1594 '170.0 170.0 1913 170.0 Set 170.0 2231 170.0 861 170.0 2550 170.0 eat Wm 0 0 60 In 170.0 865 170.0 701 t70.0 1063 170.0 7W 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1584 170.0 898 170,0 1771 ,170.0 170.0 2125 170.0 1003 170.0 2470 170,0 1063 170.0 2833 170.0 1063 F J631n 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1659 170.0 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171661. 170.0 074 170.0 760 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 1558 170.0 1080 170.0 1753 170.0 1155 170.0 1048 170.0 170.0 2336 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1286 Z m C 721n 170.0 1083 170.0 878 170.0 1275 170.D 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1718 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 3100 170.0 1530 8 J 76 In 170.0 1122 170.0 837 170.0 1340 170.0 108(1 170,0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2018 170,0 1421 170.0 2243 170.0 1505 170.0 2892 170,0 1629 170.0 3140 170.0 1694 170.0 3588 170.0 1705 J CL 1, E 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170,0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2787 170.0 1700 170.0 3223 170.0 1177 170.0 3883 170.0 1788 Q J d' 901. 170.0 1328 170.0 1144 170.0 1594 170,0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2391 170.0 1703 170.0 2658 170.0 1018 170.0 3168 170.0 2125 156.0 3413 170.0 7273 136.5 3413 170,0 2361 Q Z N 1 981n 170.0 107 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1672 170.0 2287 170.0 1794 170.0 2550 17D.0 1952 170.0 2633 170.0 2085 180.0 3180 170.0 2338 137.1 3100 166.6 2470 120.0 3199 156.1 2428 H U W O 0 108 In 170.0 1694 170.0 1409 170.0 1813 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.6 2781 170.0 2271 146.7 2781 181.8 2333 123.(1 2781 110.4 2261 105.9 2761 125.9 2234 02.7 2781 118.0 2180 N �° $ 111 In 170,0 1636 170.0 1454 170.0 1968 170.0 1700 170.0 2293 170.0 1032 170.0 2021 170.0 NO 151.6 2832 162.3 2245 136.8 2832 116.4 2218 1138 ?872 128.4 2186 97.0 2832 115,1 2128 85.4 2832 108.3 2088 LU X 1201n 170.0 1771 170.0 1586 170.0 2125 170.0 1650 164.4 2252 159.0 1001 135.1 2252 141.4 1964 120.1 2252 127.2 1038 108.1 2252 118.1 1915 BD.i 22112 88.8 1872 77.2 2252 88.8 1838 87,8 2252 61.1 1808 j Q X > 1441n 125,1 1564 128.8 1445 104.3 1584 106.1 1425 88d 1564 81.5 1107 782 1584 80.7 1380 68.5 1584 72.3 1373 62.6 1581 85,7 1358 52.1 1564 56.0 1330 44.7 156{ 48,2 1305 38.1 1564 44.4 1283 Q..N Q^ Q TABLE 13B Z m0 s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: m Anchor Capacity Table(lbs) ANCHORCAP. 6ubAnoly. 2.7K Conomlo 3.5k Cam. Ho11MCMU FBIMGIU PT Wood Metal (DP,)X ANCHORCAP._ 5/16'Eke 174'SSEICo 5'IVEloo 1/4•SSEko 01081.1 #12 Steel #12 Sled MULLIONCAP.,,,,,,,,,� Anchor Clip Patterns Mchorlyprc 3116'Eke Uluacon 114'Eloo UlOaean UlOaaon 3116'Ek o Ullrocon 114'Eko Ulboeon Ago We, Ullmcon A9greGalor So"(G5)Scmn(05) Screw(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Oislanee(in): 1' 2.12' 1• 2-12' E3792lbs 1• 2.12' 1• 2.12' 2' 3.118' 21 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN _ Embedment Ony. 1.314' 1-314' 1-3/4' I-314' 1414- 1-114• 1.114• 1.114• 1.174• 1-114' 2• 1-318' I-ww series ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom(94.75'MIn.O.C.I Standard w Met CBp(Fg.1&2): 390 goo 3901bs 45011,3 890 lbs 270 Its 28011,3 35411,3 740 lbs 37411,3 664 ms 946 1b. 341 lbs 442 lbs 56011,3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anehore(9 4.68-Min.O.C.I Standard(o O83el)Clip(Fig.3): 7801bs 78D W 000lbe V80 lbs 640 lbs 560[be 708 Iles 1480 Iles 7481be 1272 Me 188211,3 682 lb. 665 lb. 112016, CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchom@1.71'&lin,O.C.I Stenderd(orOBsel)Crip(Fig.41 11601les 1400 lbs 1010 lbs 259511,3 WA 940lbs WA 10651W WA WA WA 1363[be 1770 lbs 2240[be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anolows(93'Mtn.O.C.I(2)2x5 Angle Clips I(Fg.S): 760153 780 lbs 680lbs 1660 lbs 54011,3 560 lb, WA 760 lb. 748 lb, 680 lb. 1692 lbs 68216. 885 lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anetxxa Q YMin.O.C.I(2)2x6 Angle Clips I(Fig.6Y.[_1560@3 1660 lbs 1350 lbs 31201be 10601bs 1120lb. WA 1520108 1496103 17601be 37641bs 1363las 17701bs 22401be ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arch-QI.WA6n.O.C.1(2)2x5 An&pips I(Fig.7): I600lb. 210011,3 1440 lbs 378D lbs WA 13201bs WA i500lbe WA WA WA 20/5103 2(154 ms 336011,3 ANCHOR CAPACITY TABLE. RODUCfRHVISBD 4 AnchomQ 1.34.1,dn.O.C.I Utdlp,Into.125'Alum.(Fg.6): WAWA WA WA WA WA WA WA WA WA WA WA NIA 14DAnchors(90.64'Min.O.C.IUO[p,Into.125'Alum.(Fg.9): WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 Ns t--2.000'^1 unding ODdo 2Anchors(94.68'N41n.0.C1 F•COv lFg.10): 390103 390 Ws 4501.3 89011,3 181611,3 27011,3 28011,3 35411,3 740103 37411,3 638 lbs 9461ba 34111,3 442 lb. 56011,3 Ooeoptoltw NO 1.-1jVV 4Anchors®1.71'MIn.O.C.I F-Clip O'l0.11): 590 lbs 70011,3 505 ft 1298 lb, WA WA 4701bs WA 533103 WA .WA WA 682[be WMe 112011,3 250• D610 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. p--}1 TABLE NOTES: .4ami Dade Prodw Coniro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIG.RED:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON 0111 111 I7lII • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 \� \CENSE '•.'P • • • 6.000' 2': -•.-it 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS • • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURES: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, - i - ANGLE c1 S _ • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ;3 g ATE`F - �=•7: (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED %0.c\ •.,I--LOR\0�':•' C��` • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.126' 'i (CS •••••••' `� ` MUST BE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ��7x IS/�N • • • • • • • • USED IN BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r 1 14 PAIRS, 2'XB'X25' A.LYNN�ILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mullion Capacity Table Ibs#t7 Opening Width(formlically-spanning mullions)or Opening Height(forhodzpnlelly-spewing mdllons) �ac0 50 In 601n 701n BO In 90 in 1001n 1201n 1401n 160 In g.K p Rectangular TraWTdare• Reetargular TwWrIarg. Reotenguler Traprdarp. ReclergNar TopTtlarg. Rectangular 7roplatang. Rectangular TrsWrdang. Rectangular I TreWTdeng. Rectargular TrepfrMng. Ratangular iraWrderg. do f 1.26"x2"11° Loodirg Loading Loafing Loading Loading Loading LOWing Loadim Loading Loading Loading Loading Loadiig Loading Loading LoadIng Loadirg Loading slag x.126"Alum .. g•..N17.4 . '� •,. d Tube Mull 04 s B8421n 144.2 526 187.0 428 28 148.9 418 1030 526 136.8 414 801 528 134,6 411 Bal 526 134.1 411 721 626 1134.1 411 60.1 626 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411 J 48N 88.8 4W .10&0 33303 94.7 325 69.0 403 B6.4 320 60.6 403 111.4 317 537 403 79.1 315 48.3 403 78.6 314 40.3 403 78.8 314 34.5 403 78,8 314 302 403 T6.a 314 W 60.826 in 623 362 91.0 301 62 79.3 294 598 382 71.9 289 51.6 362 67.2 286 45.7 362 64.6 284 41.2 362 163.6 283 34.3 362 63.6 283 29.4 382 63.6 283 25.7 362 63.6 283 G64N 87.8 318 74.1 26718 64.2 261 48.5 318 57.7 256 424 318 63.5 253 37.7 31B 50.6 250 33.9 318 49.5 249 26.3 318 49.1 248 24.2 31B 49.1 240 212 31B 49.1 248 mM60In 49.5 258 53.1 218258 45.7 214 363 256 4D.7 210 30.9 258 37.2 207 27.5 268 34.9 204 24.7 258 :33.4 203 206 256 32.2 201 17.7 258 32.2 201 15.5 258 322 201 F63 N 427 234 45.6 20034 39.1 195 30.5 234 34.7 192 267 234 31.0 189 237 234 29.4 186 21.4 234 28.0 184 17.8 734 28.8 183 15.3 234 26.5 183 13.4 234 26.5 163 W68N 37.2 213 39.4 183213 337 179 28.5 213 29.8 178 23.2 213 27.0 173 20.8 213 261 170 16.8 213 23.7 169 15.6 213 22,2 187 13.3 213 220 166 11.6 213 22.0 106 Z ('n=72N 2Bb 179 30.1 155178 266 152 20.4 179 22.5 149 17.9 178 20.3 147 15.9 179 18.7 146 781n 24.3 161 25.4 148161 21.8 137 17.4 161 18.0 135 16.2 181 17.0 133 J o �Z 7B In 225162 Z3.6 133152 1aD 137 10,1 152 17.6 120 F N TABLE14B ANCHORCAPACITY ADJUSTMENT FORMULA,. Z N c Anchor Capacity Table Obs) I-- ANCHORCAP.,,�,,,L_ X mp SLbsuale: 2.7k Concmte 3.17[-- Hollow CMU FNed CMU PT Wood ASc"(GS') (OP-)X( )=ANCHOR CAP.,,, , 0 0 EJ16"EKo 114'SSEK6 d16•EK0 U4"SSEkO d10Stoa 912SKei MULLION CAP,,,,,,,,E U) AnehorCdp Patterns Arcov Type' 9/16"Elco Ullyd[on t/d'EI[o UBrB[on 0/16'EkoUxmcon 1l4"EKO Ulllacm w x Y Y umon AggaGalor Uluxm A(greGrlor Screw(GS)Screw(G5) USE THIS FORMULA 70 OBTAIN THEANCHOREo.#a outarca Ml r 2.1r' r tam 3-1re• r z•1n• r z-11r 21 3.118' v 0.49' 0.61• CAPACITY REQUIRED'CORRESPONDING TOAN (q rnEmoCCnrnt tNY 7324• 13/4• 1314' 7374• 2' 1.114' 1.114- 1.1, 1.114' 1414' 1.114' 7 73re• t3�e' ACTUAL PRESSURE REQUIREMENT FOR THE N4Arcras®3'MN.O.C.! 215gm1e ce s7(FTA 1T 76ous' 7m los 6801Ds 1593 ms 1196103 .640 ma 56oms wq 7m los 74B us Geo los tE82 the �21os ees roe OPENING. IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED d g 300 (n MULLION.IT W ILL YIELD A MINIMUM ANCHOR I-E IX 402 CAPACITY WHICH MAY BE USED TO QUALIFY a •--s�' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1.266'-•-I cam' 1 with the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I p' Q uildingODde 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. � F��t�a FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.1161.118. '.tinmi fide Product.Coetrol FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATICNS. II ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •125• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r �� >�� tCENs•'<<F` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 1 P F P THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION ll7 No•58705 LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ;OT S �F :rlv. . :CAIS '•F<ORID!�,•''G\�1� '171nn111`� A.LYNN MILLER,P.E. FL P.EX 58705 TABLE15A an Mullion Capacity Table(Ibse) A P x Opening Width(foreenicelVsparvirgmUllons)or0poningHaight(for hod2ortaiVspartirgmilions) Se In 601n 701n 00In Bolo I login 1201n 1401n 1601n Reetengllar R.pMe Rectangular TropTd"ll. Rectangilar Tro ng. pmlarg. Reclangufer TrepRdang. Rectangular TroIYTdmg, fteetergdar TreplTdang. Realangular TrapRdong. RecWnguler Trepl7dang. Rectangular Trep/Ttleng. 3.26"30 Loaaing Loafing Loafing Lowing Loafing Loafing Loadng Loafing Loafing Loafing Loadng Loafing Loadng Loadng Loadng Loading Loafing Loafing o2 g V BAY MULL v % B p p a v as F v �a g a v $ o s a$ �� a E � �g $ s s� aB aE aE g �$ a 13 a$ m Jr cf) ~ dam` a s rc a o rc E g re 1j z E a E re O 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 SOB 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 '170.0 521 170.0 Has 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J W 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 802 170.0 630 170.0 1133 170.0 66l 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 600 130.6 1522 170.0 680 1142 1522 170.0 880 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 756 138.9 1443 170.0 766 117.3 1443 170.0 756 102.6 1443 170.0 758 W p O 64 N 170.0 787 170.0 612 170.0 956 170.0 691 170.0 Ills 170.0 754 170.0 1275 170.0 803 160.4 1351 170.0 831 144.3 1353 GOA 856 120.3 1353 170.0 861 103.1 1353 170.D 861 90.2 1353 170.0 861 rn M � 601. 170.0 665 170.0 7D1 170.0 1053 170.0 797 187.0 1216 170.0 878 146.1 1210 170.0 eM 129.0 1218 159.6 938 116.9 Will 1521 924 97.4 Vie 146.1 913 63.5 1218 146.1 013 711 1210 USA 913 63 N 170.0 930 170.0 745 170.0 1116 170.0 850 1602 1150 168.6 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1160 134.2 865 67.8 1150 126.7 671 76.1 1160 1262 870 65.7 1160 126.2 870 W � $ 681. 170.0 974 170.0 788 152A 1048 165.8 881 130.5 1048 146.8 884 114.3 1048 133.1 650 101.6 1046 123A 839 91.4 1046 116.6 630 76.2 1040 109.4 021 65.3 1048 108.2 818 57.1 1048 108.2 618 z U)g E c721n 140.8 680 147.9 764 117A 860 126.0 748 100.6 880 110.8 734 68.0 880 100.0 722 78.2 060 O20 712 70.4 860 08.2 703 58.7 060 79.2 893 50.3 080 76.5 688 44.0 880 76.4 688 � O o � ULI Z 761n 119.7 790 125.1 690 I49.a 790 108.4 678 83.5 790 97.3 663 74.6 700 819 852 08.5 790 711.9 643 59.9 780 71.7 675 l9.9 780 65.1 624 62.8 780 82.1 819 37.4 790 61.5 817 Q r 2 781n 110.6 750 116.5 657 92.3 760 98.1 644 70.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 46.2 760 59.4 594 39.6 750 56.2 588 34.6 750 55.5 586 F- m Q N O 901. 721 603 74.4 500 60.1 563 62.9 491 51.6 563 54.0 483 45.1 663 46.9 475 40.1 667 44.4 468 36.1 '583 40.9 452 30.0 663 38.2 462 25.8 563 313 445 22.6 563 31.8 442 Q Z O H W m00 96 In 59A 495 61.1 447 49.5 485 61.6 435 42.4 495 44.8 427 37.1 495 39.0 421 33.0 495 36.1 415 29.7 /85 33.2 409 24.6 495 29.1 400 21.2 495 20.6 394 18.6 495 25.0 390 (n W� �O 1081n 41.7 391 42.6 353 34.6 391 35.9 346 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 373 20.9 391 22.8 326 17.4 391 19.7 321 14.9 391 17.8 315 _ lit In 31.4 370 39.2 ]35 320 370 33.g 330 27.5 370 28.6 325 24.0 370 25.3 320 21A 370 220 318 192 370 20.9 312 I0.0 370 18.1 305 Y Y � 1201. 30.4 317 30.9 289 26.3 317 28,0 284 21.7 ]77 22.5 280 19.0 317 19.9 278 1&9 317 17.9 273 Q M Q O Q 144 In 17.6 220 17.6 203 4. Z m Q y,Q TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: yg� €�m� Anchor Capacity Table(lbs) ANCHORCAP.,�,,,,,, 9 O S��o Substrata 2.7k Cemrelo 3.5k Cam. Hollae CAN F12M UIU PT Wood Metol (DP..)X( )n ANCHOR CAP.,,, 5r16'Elco 114'SS Elco 5116'Elco 114'SS Elco 110 Sleet q12 Steel q12 Sled MULLION EAP Z_ Anchor Type: 311fi'Eko UlVeeon 1l4'Elea UlVacon Ulbocon 3'18'Eke UlVacon 114'Elco UlVeean AN.G.t. U trucon AggreGolor Screw(G5)Screw(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCllp Patience Edge Distance ft 1' S 1' 2-IW 3-v8' 1' 2-t2' t' 2-12' 2' 3•ua' 2- 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TOAN Embedment M): 1374' 1314• 1314' 2' 1.114' 1-114' 1-1/4' 1.114' 1-114' 1-114' 2 131a' 1318' xarks ACTUAL PRESSURE REQUIREMENT FOR THE 2Am11ore@ 5'Min O.C.1(2)W Arale Gips/(Fig.1): 390 In45010.9 8901bs 1700W 270Ibs 280lb, 3541Ds 740 to$ 3741bs 720lba 9481bs 311lba 4421bs 56o1be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor@3.5'Min.O.C.1(2)2x5 Anal.Gips l IRS.2): 7801be7901bs 16701bs 25251os 6401be Welbs wA 11201bs 7481hs 880lea 16921bess17201bs CAPACITY(FROM THE TABLE)OF THE SELECTED s Anchors@2.71'MIn.O.C.I(2)2x5Angle Glps 7(Fq.3): 11201bs956 Iles 2246 lbs 2254lba wA a4o lbs NIA 1o591bs wA 1320 IW wn t0zz lbs 13znbs 168o1bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULTRI?VISBD ANCHOR CAPACITY TABLE. u COM plying with 049 Flo do FIGURE 1: 3uildlvg Ccdc �•'�� TABLE NOTES: ooeptonc9 No t.�. paat� 5to a0 • • 1)SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. iamI adopt uct Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t 11 l l i l 7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125" �� ON'( LYLYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. z4 r' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' _ No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' -O C(' r ^r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY 7� 1 l LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION U SL 1T- L. W` • • THE MATERIA #10&#12ANCHORSINTOWOOD MAYBESTEEL,18.8S.S.OR410S.S. ��•'•.F(ORID�,.•' ��`` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. �G� A.LYIJttlIMILL�' P.E. FL REA 58705 TABLE 16A ® v N Mullion CapaoRy Table IbatW Opening Width(for wrdcallyspamingmUlions)or Opening Haight(for horizcn(alyspanrirgmWons) ��WWWxC a 501n 001n 701n BO In BO In10013 1201. 1401n 1601. �� O Reclangjler Trap/rdeng• Reclemel. TWITisnO. Reclmwla Trap'Tdarg. Ractangel r TrvTdeng. Rectangular Trwrdan9• Reclengder Trepfrdwg. Rectangular Trap/Tllang. Rectangular TI.PRdang. Rectangular Trepirdam. aY 3,25"46 Loading Load.g Lee Loedn9 Lauding Loafing - Loafing Loadna Loading 'L-Ing Loadng Loafing Loafing Loafing Loafing LaadnB Loadrg Loafing DEG.AL r 2• a p �• F r¢ r F n r n p -- -4 o u!BAYMULL R� gyp, �, 8 � X .� � k $ a I �B o B g a N 5 �� a a �a g.$ sa a� b �� s �� a fi $ � m 421n 170.0 020 170.0 435 170.0 744 170.0 478 1 170.0 888 170.0 508 170.0 982 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 1 170.01 521 160.3 1671 1 170.01 521 1J W 46 In 170.0 708 170.0 524 170.0 850 170.0 584 1 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 j170.0 680 163.7 11637 170.0 660 140.3 1837 170.0 680 122.8 1837 170.0 680 _ (Y o to 60.625 In 170.01 747 170.0 563 170.0 890 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 '170.0 750 147.1 1552 170.0 756 126.1 1552 170.0 758 110.4 1652 170.0 756 Lu S 0 CD 641n 170.0 707 170.0 812 170.0 950 170.0 681 170.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 637 165.2 1455 170.0 858 128.3 1455 170.0 681 110.8 1455 170.0 861 87.0 1455 170,0 $01 ? c) N 601n 170.0 889 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 078 157.1 1309 170.0 844 139,7 13W 170.0 808 125.7 1309 183.5 984 104.8 13179 157.1 082 a9.0 1309 157.1 082 78.6 1309 157.1 082 1- J 031n 170.0 830 170.0 745 170.0 1118 170.0 050 162.8 1247 170.0 940 142.5 1247 164.5 983 128.7 1247 152.6 065 114.0 1247 114.3 052 85.0 1247 1302 936 61.4 1247 135.7 035 71.3 1247 135.7 935 681n 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 183.7 805 129.0 1180 147.9 945 115.4 1190 130.5 028 103.8 1100 120.4 014 88.8 1190 119.5 a98 74.2 1100 118.1 693 64.9 1100 118.1 B93 z J $ c 721n 161.6 1010 169.8 877 134.7 1010 144.8 859 115.4 1010 1272 812 101.0 1010 114.7 828 88.8 1010 105.8 817 80.8 1010 88.9 807 07.3 10110 80.9 785 57.7 1010 87.8 79D SOb 1010 87.7 788 g J W v Z 76 In MA BOB 143.6 792 114.5 908 1220 775 88.1 806 107.1 761 85.9M58.1545 749 76.3 we 88.2 738 68.7 008 62.3 728 57.3 908 74.7 718 49.1 906 71.2 710 42.8 909 70.8 708 ,JQ r ca 761. 127.1 881 132.5 754 105.9 681 112b 738 00.9 861 BB.6 725 78.4 713 70.8 8111 81.0 703 63.8 861 75.4 e94 53.0 661 118.1 681 45.4 801 94.5 875 39.7 861 63.7 872 Z ¢ Q ^ O 80 in 827 648 a5.4 574 689 616 721 5A 59.1 848 62.0 5$4 51.7545 46.0 846 60.8 537 41.4 846 47.0 530 34.5 848 41.5 519 29.5 848 38.2 511 25.8 618 38.5 607 W Z961n 682 668 70,1 508 50.6 688 58.1 499 48.7 568 51.4 491 42.6 483 37.8 560 41A 476 34.1 580 38.1 470 28.4 568 33A 459 24.3 508 30.5 452 21.3 588 28.7 447 01081. 47.8 449 46.9 405 39.9 449 412 399 342 449 35.7 383 29.8 367 20.8 449 N2a.2 382 23.8 M9 26.1 377 20.0 449 22.7 388 17.1 M9 20.4 361 15.0 449 18.9 359 � �1111. 44.1 425 45.0 385 36.8 425 37.9 370 31.5 425 328 373 27.6 367 24.5 425 382 71.1 425 24.0 358 16A 425 20.7 350 15.8 425 18.8 343 W 28.1 364 28.8 328 24.8 384 25.6 321 21.8 317 18.4 394 313 17.5 384 18.7 309 U Q Q 01 1441. 20.2 253 20A 233 16.8 253 17.1 230 a z m0 0 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca act Table lbs ANCHORCAP.,,,,,, 6ubs8ala 2.7kCarcrele 3.6h Gene. HollowCMu RUM CMU PT wood Maw (D_)X( )=ANCHOR CAP.,,, 5'10•Elco 1/4'SS Eka 5118'Eleo 114'85 Elea 910 Sleet 912 steel 912 Stell MULLION CAP.,,&,,.•• Anchor Cllp Patterns AnclarTypo: 3116•Elco UlOeoa iPo'Eko Ullman Ulueca 3'16'Sao uluaca I/4'Elco 1110acon Aggreeola U11mm AOgreGela screw(057 screw(GS) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dist.me Mk 1• 2-1rz- t• 2.12' 3.116• 1• 2 W t• 2-12- 2• 3.118' 2' 0.48' 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In): 16/4- 1-3/4' tars- 1.314• 7 14/4 1.1/4' 1-114' t-tla• 1-114• 1-114• 2• 1216' tare• wrier ACTUAL PRESSURE REQUIREMENT FOR THE 2Aichors 095'Mia O.C.1(2)NSAnglo Clips/(FI9.1y 390Ibs 390[be 450 ms 89010.5 170010.6 2TO los 280Ibs 154IG5 74016s 3741be 720lbs 946Ibs 3411bs 4421Ds 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhora®3.5'Mln O.C.I(2)2x5 Angle Clips I(Fig.2): 7801bs 760 lbs 7901Ds 16701Ds 25251&6 64016 5601os WA 11201bs 7481bs Begin 1892[be 682 lbs 6651ba 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED 9Anchors@2.71'6112 O.C.1(2)20 Angle Clips/IN.3y 11201bs 1120 lbs 959IDs 22481bs 22541hs wA 840Ib9 WA 1059 lea WA 17201Ds MA 1022 lea 1327 lbs ism lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRUDMA Lu FIGURE 1: ANCHOR CAPACITY TABLE. e4 amplyingwith tho Flolide BuRdlog^.cdc/t 0 lanw Tlo TABLE NOTES: Aaxp �DatO 1G4i..lYJ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ],Bata) 84c FmductCmtroi FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ttlllllll// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. " 0��..•.••••.. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, .125' 45° �'��.''\,\CENSE '•,F� �' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C x 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ' No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALLBE PRESSURE-TREATED - V�Tts YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' '0 ; `THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 45°BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �'n•' F P,.•' \_� • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED W PAIRS. , ' A,LLER,P.E. FL P.E.#68705 1-1.0001-I I-1.250• ih w --I 1.000" I-- 1.000" •j 1.000' (- "{ 1.000• f r-1.266-1 O --.tzs" Irsz � 2.750' .1zs 3 2.750' .125' 3.125" .188" .125• .126' L .125' 2.000' 2.000' 2.116' N .265" I o 00 L 125' 500' L 125' O N U) 375' 375' r T � r .900• r J W 1'XTX.125'MULLION 1"X2'X.375'MULLION TX 2.75X.375 MULLION 1•X 2.75'X.650'MULLION, V X 3.125'X.5'MULLION 1.26'X 3.188'X.265'MULLION 1.26'X2.11"X.125"MULLION _ 8063-T6 ALUM. 6063-T8 ALUM. 6063-T6 ALUM. 8083-TB ALUM. 6063.76 ALUM. 606&T6 ALUM. 8063.76 ALUM. A XSECTION XSECTION X-SECTION X-SECTION XSECTION XSECTION XSECTION U.J 0- OF r---.125' ---{I--,125' ~ U) `O J Ir TABLE A zz LU o �, STANDARD CLIP I I 2X6 ANGLE CLIP DA Value(In) For Mulllon: 91 $ 2000, 8063-TB ALUM. 2125, 6063-T6ALUM. p'a X-SECTION 2.000' XSECTION 1.625 U. c6 z U CLIP I I 6063-T6 ALUM. 1"X2'X.125' Q J .125' XSECTION '125' 2.654 Aluminum ~ U Q p1 0 0.895 Tube Mullion Z Z Z o .125" I I 0.740 Q 2 0 r--I 1.125 Fn Z- 91'X2"X.375' W O2A04 Aluminum �3125' 5.500' CUTHERE70 .375' 5.000' 0.835 U J Q .375° "1 CREATE F-CLIP,SEE MIN. �+ -- I Tube Mullion O r- 4 I I .375'MIN. I� D 0.490 a E z N MIN. DETAIL F.SHEET _L .338"MIN. A 1.875 $ m O s.0 A0 A r--------I r-------� --------------------- B 3.000 1"X2.75°'X I I I I I A A I U-CLIP A F--------1 m �rcm-7 L_ _____J L-------J 8063-T6 ALUM. `- ^------------------' 2X5ANGLECLIP C 0.757 .375AIUminum TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE E .450 Min. 6053-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE Z.ENT,Ell OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X2.75'X HN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER t 1/16'. B 3.000 .650" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DI STANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER•1/16'. SHEETS 6-17 FOR THE D 6.535 Tube Mullion ANCHOR O.C. TABLE B RODUtTRBVISUD DISTANCE.MAXIMUM POT Part# A 2'000 sco iu w ANCHORHOLE 1"X3.126°X cies a Nlthallorida 5.500' .376' Mull Dimension(sheet#) 8 2.837 vcc owwg DIAMETER:ANCHOR Mulllon Std.Clip Of(set Cllp U•Clip An8la Cllp .500'Alum a�cp:ancy,No .375" MIN. DIAMETER+1/16". C 0.863 Tube Mull t ata Code MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137 r____ __----------------- 1"X2"X.375"(6) 666006 666114M 6661119M 866244M 666512M A 2.625 Nflard ado Product Control 3.188' I 1"X 2.75"X.375"(7) 66607 666115M 6861120M 666245M 666513M B 3.262 X.265'Alum I I 1"X2,75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 B Tuba Mull p 1"X3.125"X.500"(9) 66637M 6661116M W61114M 666242M 666515M D 1.762 `�`��.N\\OENSF'•��p I i 1.26'X3.188"X.266'(12). 66641M 16661117M 6661113M W6241M 666516M 11.26-X2.11" A 1.813 .121"Alum 1.26"X2.11"X.125"(16) 69370 WA I N/A WA 666517M Tube Mull _ ` No.58705 OFFSET CLIP NOTES: ='D•'. UL �' 0 6063-T6 ALUM. 125" I TOPVIEWST TE OF 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (� .740"�•-�I1'I � •''•.FLOR{DP••'G�� Q 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. A.LYNN MIJAE9,P.E. 3)SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. Fl.P.E.#58705 --� 1.000° 1.000" 1.062---' 740' © � .063' .385" .062' 11fff26' �I I--.125' �, .062' 1 is o .438' 1.12- is4.000" STANDARD CLIP4.000" 4.000" 2.625' 2.000" 6063-Ye ALUM. . 5" 2.000" 2X5 ANGLE CLIP125• XS�CTION U-CLIP 8063•T6 ALUM. I 6063-T6 ALUM. X-SECTION .125' N .12b' .125' .125" XSECTION1 t N rcm .031'I r Z 1 O Li 125 7' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W b. ,166•J 375' DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE _ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m Q' fn J -T -T HOLE DIAMETER:ANCHOR DIAMETER+1116'. W fn "a Q 1' 4"X.125. 1'%4"X.375' 1'X 4'X.375' cc MULLION MULLION 'T'-MULLION 5.500' CUTHERETO 375, 5.000" 375, Z) p cc0 0) 6063-T6 ALUM. 6063-TB ALUM. 6003-T6 ALUM. 375• 3.125' -{ CREATE FCLIP,SEE ~MIN. J X-SECTION X-SECTION X-SECTION MIN. DETAIL F,SHEET4 Z D 1.260" .375' Z W 6 m I ----------- - r------� r-------� r--------- i .375' Q CENTER OF 1.250' 1.260" i i I i i I ANCHOR HOLE j MIN. J D.� � I I I I MUST LIE WITHIN I I � ¢Z I I I I I THEDASHED I I a J V 1 1 I I I F BOUNDARY.SEE N p ___ j ___ SHEETS 5.20 FOR F 1 _______I Z z 2.875' i ; r I I THE ANCHOR O.C. F-ej) Q �co o$o 3.94' I I I I I F I DISTANCE MAXIMUM I I y Z B a 3.260' 3.250' I I I I ANCHOR HOLE i i w I I I I I DIAMETER: .100' •100' I I I ANCHOR H" .100' � tc_____________________� U Q Q I ------ DIAMETER 1/111.. Q � Q Q .100' 2X5 ANGLE CLIP .� Z o 624" 624' �. L STANDARD CLIP U•CLIP 6063-T6 ALUM, o m --i.820"F-1 --1 .820" F- ---i .820' F-- WIT4HIN THE DASHED BOUNDARY.SEE F ANCHOR HOLE MUST LIE 6�TOPVIEW ALUM. 60TOPV EW ALUM. TOPVIEW 125'X3.25'XA00' 125"X3.25'X.624' 1.25'%3.94'X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. DISTANCE.MAXIMUM ANCHOR HOLE MULLION MULLION MULLION Dimension Vatue(in) For Mullion: Dimension Value(In) For Mullion: 6005-T5 ALUM. 6005-T5 ALUM. 6005-75 ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.687 1'X4'X F 1.938 1.25X3,25" X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.624' H 2680 Aluminum H 1.438 Aluminum ��(��(�---------3,469' 5.500"� 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661° n .126" .375' ,375' 1.877' MIN. F 3.187 1'X4'X F 2.625 1.25"X3.94' 1.377' •125' I O 0.757 .375' O 1.125 X.624' ROAUCf H 2430 Aluminum H 1.500 Aluminum uwmPl}in8wi91Ne'lorlda I I I r I 1 3.000 TubeB'T 1 3,250 Tube Mullion - u0dls3tbdc I I I I F No 2.250 1.25'X3.25' F 2.813 30°Ba Mull m� ' 126, I I i I i I G 0.760 X.100" F 2.875 45°Ba Mull _ 1 rt`�C-m. .126' 45° 2.250" 1 i l i i I H 1.500 Aluminum30° . ado Pfoduct H I I I I TABLED \Muulul 3.250'g5°BAY MULLION 3.250' I I I I \ � 30'BAY MULLION 6063.76 ALUM. I L._ _____� Mull Dimension POT Perth ��pN`( 4 IV 44,�� 6063•T6ALUM. I XSECTION l (shoat N) I I U-0IIP Angle Clip Side OffetCllP XSECTION '� F `P: '\,\GENS(:•'•. G OFFSET CLIP VX4'X.125'(10) 69364 6WI11M 6661122M 666241M 668518M •'. �� 7 r 6063.76 ALUM. 1'X4'X.375'(11) 86610 686712M 6661123M 666242M 666519M x No.58705 .228'J �,981'� .226'J 4--,981'^7 •7�, TOPVIEW 1'X4'X.376-'r(11) 66653 6W112M 6681123M 866242M 666519M NOTES: CL 1.25'X3.25'X.100'(13) 20160 6681127M 6661124M 6662410M 6665115M =-O '. I 125 X3.25'X.62,P(1 4) 20181 6861128M 6WIJ25M 6862411M 6605116M ` �RV-." 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ;O�•, SAT 125'X3.94'X.824'(15) 20182 6661117M 8681126M 866241M 886517M � �. •.,F(ORIOP••'•��; 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Dego (19) 86649 WA WA WA 6685110M i�d'S .........(G� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 88850 WA WA WA 6665111M ��YAIW'R"P.E.A.LYtf�11MILL�R,P. FL P.E.#58705 TABLE E Mull Dlmenalon PGT Part# a �x (sheet#) Mullion Std.Cllp U-Cllp Angle CHIP x.125' �{f- .125' --11-.125* xQ' Z'X4"X.25"(16)1 66602 1 666261M I 660271M I 6665112M � o T�joo 2"X 6"X.25"(17)1 66604 1 665262M I 666272M I 6665113M U, .x-E STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP8063-TB ALUM. 6063-TB ALUM. 8083-TB ALUM.2.000' CTION 2.125' XSECTION 2.000' X•SECTIONNOTES: I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' .125' .125' x§ 0] DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LI Z LyN a 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I--1 490'-^I Q C0 HOLE LOCATIONS. J W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO U a o 2.000' 3.500' CREATE F-CLIP. II 5.000' _375° Ul 00 .375' _SEE DETAIL F, •375' rE I MIN. m Z P7 MIN. r SHEET4 MIN. .375' Q J U) r-------- ------ ---------t -- -- ----------- Z (--------- T Z LU i m g 0 g w 0# W D•e U LZ - 4.000' I I I Q -j 1- .250' 3.438° 4 + 3.438' re 1--------I 1- U 2'X 4'X.25" �- _i- _i_ I Z Q 61 p MULLION I 3.438' i I Fa-• Z.,Z �.O 6063.76 ALUM. I I I Q so d� X-SECTION I I I I .375' co Z $ ------- L_ _ 1 __J L______________ J MIN. LU O Li L L- STANDARD CLIP 2X5 ANGLE CLIP C) Q U•CLIP,6063.76 ALUM. Q Q Q CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. a c Z Vj U) .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHINTHEDASHED.BOUNDARY.SEE TOPVIEW �$ mQ y;Q SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE ZCE.,lER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE F rn oE'aq' DIAMETER:ANCHOR DIAMETER 4 1/160. I THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER*1/18°. SHEETS 5.20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000° �--2.000'-•-i .376" 3.500' -{ CREATE F-CLIP• •375' MIN. rC r_SEE DETAIL F, MIN .375° SHEET4 ~MIN. .375' ----- -- ---------------- -- -- -t' I I I I I I I I I I Ia oomplylttBwisAhthe FloNdecode NO I I ti I I I i I i i I7Eic I I I I I IAiaral Product onvol _I__ _I_ 4.688' 5.438' .250' 6.000" 4 I -r-- - I 4 t re +--------I I I 5.438' I i 111111:l1j 5.438' I LYNN.......... 2'XWX.25 I i i ��.•''�\CFNSE •.FP �: MULLION 6083-T6 ALUM. I I I I =lli lC XSECTION I _ 140.58705 I i I IL i .375' - - ----- -------� L---------------------� MIN. ', 1 J--�I /S ifJ� L_ 0 (STATE OF •!�` STANDARD CLIP U-CLIP 2X5 ANGLE CLIP :�(C`''•.FL 0R10?;.•,',\G.�C; .250' 6083-T6 ALUM. 6083-T6 ALUM. 8083.76 ALUM. S/UNA1- TOP VIEW USED FOR 2-X 6-MULLION,SHEET 17 TOPVIEW "" '\ 11,, TOPVIEW A.LYNN MILL'dR,P.E. FL P.El 58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRESA DESIGN PRESSURE OF 460.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING F---9 RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0/-60.0 PSF.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 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD d FENESTRATION DETAILS, o S9 PRODUCTS .SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL'-, PPROVAL 23 FROM TABLE 4A,SHEETS,THE 1"X 2.75'X.650'MULLION(LENGTH-?72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE LO � 72- OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH A 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 2X5 m 4 E ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCITS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _ �-23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a= IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, � o S NO ANCHORS ll WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: � V N 32' 3T I J AIULL WIDTH 636 LBS (MAY BE USED TO QUALIFY#10 StEEL SCREWS FROM TABLE 4B) � (60 PSF)X( )=524,9 LBS OPEWNG WIDTH 72.7 PSF Z P 13 ;115 �7 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318".THE OPENING REQUIRES A gW DESIGN PRESSURE OF+50.0/-55.0 PSF. F-i rcZ C �- V THE VERTICAL MULLION: l'- FOR Q N O 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 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL J o So EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. I a MULLWIDTH FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108",OPENING WIDTH=80')MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF D: -IIS AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250'MULLION(LENGTH=.108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z�O O r1l FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. _ SEE , �a 32' FENESTRATION BECAUSE IT]SNOW 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 PRODUCT'S � ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-1/2'+35.1/2"+2"=73'). I 2)USE TABLE 12B 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 W�RE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - - USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH —SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. ' 6 DETAILS, DETAIL E, OPENING SHEETS 23 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN,THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. MULLION TYPE COULD BE CHOSEN. I RODUCTRILVISED_ MULLION 72' wmplyingvipLtLeAlorlda 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+7242'-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGU LAR LOADING MAY BE u8dlo8 QOdc USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS DESIGN PRESSURE OF+/•170.0 PSF WHICH EXCEEDS THE oceptmw t / REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. DETEE AILS, '2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' 137N Ild, Conaol SHEETSWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8")CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 ANGLE CLIPS WITH 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \L 1 I I!11 ANCHOR CAPACITY OF 621 LBS. LYNN /��i L 38',HOR'Z. I 36",HORIZ. . �I— � 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SNOWS THE ANCHORULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. NO.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ ffFF +/•64.7 PSF FROM THE VERTICAL MULLION; ATE'OP +/-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). THE LOWEST DESIGN PRESSURE IS-/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 'C(�'••,!'LOR\OP••'�j�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '"isS/0nJA'F.01 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYIAN MIULft ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: I + Y O PW I PW PW � ,8 n cY I _ 1 ZO IC SHDH SHIDHPWSHIDH SHIDH ON rc UD F I , Of OOFHI.GED LOADING OF VERTICAL MULLIONLOADING OF VERTICAL MULLIONMSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I In j J- 7 SGD __ Z g • I LOADING OF VERTICAL MULLIONW 1 e & PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a o rc� PW / I z O I ¢ w 6 ;c'51 0 PW PW PW (nW g go e� N 0-81 0 W ? Y Y D' p t Q N lD SHIDH SHIDH t - - - - U O Q 4 SHIDH SHIDH I Q O O �� z CO � mo SHIDH e��a LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j - PW PW HR I 1 - 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P / HINGED DOOR PW _ PW j NOTES: RODUCT REVISED -- - - - -_ 1 complylnU wiW Um Florida 1)DRAWINGS ARE utldlog Code (� //rryye� RERESENTATIONS OF TYPICAL a�ptonwho �� "1 1 Pw CONFIGURATIONS. P?+� PW - CONFIGURATIONS NOT SHOWN _ - / / MAY BE EXTRAPOLATED FROM Od9 Pfdf6oq Caatlol 00 / ' THOSESHOWN. 2)IF THE LOADING TYPE CANNOT \�` o LYNN 4�� Slv� I BE DETERMINED,USE `` -\O ••�C'F PW RECTANGULAR LOADING. ;•'�,NcIa F •., PW PW 1 3)SEE PRODUCTS APPROVAL FOR = :• No.50705 I ACTUAL ANCHOR LOCATIONS. - �! rAl' LOADING OFVERTICAL MULLION LOADING OF VERTICAL MULLIONPANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SGD O `3OF1lt LORig I %��'••....... C\CJS LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MIULER,.P.E. MULLION MULLION FL P.E.#56705 Y M IAM I•DADE NIJAI•rI-DADS COUNTY,FLORIDA g PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONODIIC RESOURCES.(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.nuan,idade.Eoy/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). 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. VER 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"770—HP"Aluminum Sliding Glass Doors w/Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. AIuminum SGD —L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15,signed and sealed by Lynn A.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 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 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 tlne request of the Building Official. This NOA renews NOA No. 13-1009.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.15-0106.03 ! MIAMI•DADE COUNTY ` ` Expiration Date: March 24,2020 y � Approval Date: March 12,2015 '7j iE i Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. AItimintun SGD -- L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15,signed and sealed by Lynn A.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 draNvings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL•-7825,dated 06/10/2014, signed and sealed by Idainus Ortega,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 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 (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc.;Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson,P.E. (Submitted uu(ler prepious NOA No. 13--1009.07) 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. 117I!-5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.12) /�``• � Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15-0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-1 Y PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUE,D) 4. 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 (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5998, FTL-6005 and FTI-6012, elated 08/10/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.12) 5. Additional reference supporting Test Reports No.'s ATI72138.01-4, 01-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. Miller,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc, for their "Krrraray PVB Glass Interlayer"dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"Edition(2014),issued by manufacturer, elated 12/31/14, signed and sealed by Lynn A.Miller,P.$. 2. Laboratory compliance letter for Test Report No. FTI --7825, issued by Fenestration Testing Laboratory,Inc., dated 06/10/14,signed and sealed by Idahnis Ortega,P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of. the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Statement letter-of cominitment, issued by manufacturer, dated 02/20/14, signed and sealed by Lynn A. Miller,P. E. (Submitted un(ler previous NOA No. 13-1009.07) . _ •Jaime D.Gascon, .E. . Product Control Section Supervisor NOA No. 15-0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer, dated 10/04/13,signed and sealed by Lynn A. Miller,P. E. (Submitted un der pjevious NOA No. 13-1009.07) 6. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller,P.E. (Submitted under previous NOA No. 13-1009.07) 7. Laboratory addendum letter for Test Report No. FTL--7468, issued by Fenestration Testing Laboratory,Inc., dated 01/13/14,signed by Manny Sanchez, CEO. (Submitted under previous NOA No. 131009.07) 8. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D.Brinson,P.E. (Srcbmitted under previous NDA No. 131009.07) 9. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 13-1009.07) 10. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative`Code, notifying original engineer that the successor engineer is assuming kill professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn A. Miller,P. E. (Submitted under previous NOA No. 11 101816) 11. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.12) 12. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Cbanda,P. E. (Srrbr)iitted iuin(ler previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 13-1009.07, issued to PGT Industries, Inc. for their Series "770-10 Aluminum Sliding'Glass Doors tv i Reinforcements - L.M.T.", approved on 02/28/14 and expiring on 03/24/15. Janne D.Gascon,P.E. Product Control Section Supervisor NOA No.15--0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-3 �r GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1&to ON RATED FOR LARGE&SMALL 1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET4 MISSILE IMPACT RESISTANCE GLASS STRENGTHS:T=TEMPERED HS=HEAT STRENGTHED INTERLAYER TYPES:SG= .090"DUPONT SENTRYGLAS G4-7/16"LAMINATED:(2)LITES OF 3116"HS WITH.090"SG INTERLAYER. G4A-9116"LAMINATED:(2)LITES OF 114"HS GLASS WITH.090"SG INTERLAYER. G6-1"LAMINATED INSULATING GLASS:3/16"T EXT.CAP+3/8"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER. G6A-1"LAMINATED INSULATING GLASS: 1/4"T EXT.CAP+5/16"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16° HS GLASS WITH.090"SG INTERLAYER. 2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. NOA DRAWING MAP 3)ANCHORAGE:THE 33-1/3/0 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE SHEET DETAILS SEE SHEETS 4-6. GENERAL NOTES.............1 4)SHUTTERS ARE NOT REQUIRED. ELEVATIONS......................2 5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETAILS............3 6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. ANCHORAGE.....................4-6 ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL DESIGN PRESSURES.......4 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ELEVATIONS.....................7 HURRICANE ZONE(HVHZ). CONFIGURATIONS...........7 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. VERT.SECTIONS..............8 9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE HORIZ.SECTIONS............8 EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. PARTS LIST.......................9 EXTRUSIONS....................10 D.L.O.WIDTH=NOM.PANEL WIDTH-7" D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" Frame Min.Edge Min. PANEL HEIGHT=DOOR UNIT HEIGHT-1.886' Group Anchor Substrate Memher Distance Embedment Concrete rmTn785 ksl) Head/sill/Jamb 1' 1318' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1 114•Elco Ultmcon Ungrouted CMU,(ASTM C-90) Jamb only 2-1/2• 1.114• Grouted CMU ASTM G90,min.2 ksl rout Jamb only 2-1/2• 1-314° 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 114•Etw 410 S.S. Concrete(min.3.35 ksl) Head/SIII/Jamb 1• 144 COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. 2 CreteFlax Ungrouted CMU,(ASTM G90) Jamb only 2-1/2' 1-114• SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND P.T.Southam Pines its[) ) Hea eadfSill 1' 1.395• SUBSTRATE REQUIREMENTS. 114'Elco Ultmcon ConineConcrto(min. ST G- Hmb only 1• 1316° Un muted CMU ASTM G90 Jamb only 1' 1.114' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. P.T.Southern Pine(SG=0.55) Head/SIIIIJamb 9116' 1318• 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD 912,1B3 or 410 Aluminum,6083-T5• HeadlSllUJamb 318• 0.071' BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID S.S.SMS, Steel,A36' HeadISlll/Jamb 3/8' 0.050• CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 3 (min.11 threadslin) Steel Stud,A653 Gr.331 Head/SIIVJamb 318' 0.0451• GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Concrete(min.3.275 its]) Head/8111/Jamb 1.112• 1318" PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND 114•Elco 16.8 S.S. Ungrouted CMU,(ASTM 690) Jamb only 2• 1-114" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT AggreAator Grouted CMU(ASTM C90,min.2 ksl grout) Jamb only 2' 2' OF RECORD I P.T.Southern Pine SG=0.55) Head/SIIVJamb 1• 1318" PRODUCT'RENLWF13 P.T.Southern Pine(SG=0.55) HeadISIIIIJamb 9116 1318• 03 complying with the Florida 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS Belld'vh80ede REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE 4 #12,Steel SMS G5, Aluminum,6063-T6• HeadISIIIIJamb 316• 0.071• pteoceNo REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (min.71 throedsnn) steel,A36 Head/sill/Jamb 316' 0.050• an ate 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT Steel Slud,A653 Gr.331 Head/SIIUJamb 318' 0.0451• REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4" 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. Mlarninode Product'a twl THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. I AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, LYN 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN'THE GROUT AND `�� `ON N /71i-i, WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING410ENSF �CFP JURISDICTION. No.58705 N tE J.J. 10112111 C FBC2010 CODE CHANGE GENERAL NOTES AND MAP �c� F sena er. antra% 1070 TECHNOLOGYDRW _ <ORION., JR 09/20/i3 D ADDITIONAL ANCHORSMIOHER DP N p0 BIOX 1ti18 '15GTv-aft:hnm76 SERIES 770 H.P.ALUMINUM SGD-LMI ��"'S?........ANG`� JR 12/31/14 E UPDATED TOFBC 5THEDITION 2014 o..rera /w A.LYNNhMILL� ,P.E. aay. eob: Deb: NOXOMIS,F7.30274in-T SDD770 H.P. NTS 1 "1 10 PGT0004 E REA 58705 SMC 0&105/07 RJA Rm MAX, UNIT MAX. UNIT WIDTH 96" WIDTH 145 5/16" MAX. MAX. DOOR DOOR ° UNIT UNIT g g / g HEIGHT / / HEIGHT 108" 108" XO, OX, XX g OXX, XXO, OXO g MAX. UNIT WIDTH 191 1/2" MAX. DOOR g / / g / J / 8 PRO°UCT RFNht eFlel na complying veldt the orido UNIT g ©u11d n8 Cock HEIGHT / AcaytaoKo m au 108" >vfi�a Ueda Pmdua Cad al v�/v� ,tulrr OMO G ��ttpN� LYNN i APPROVED CONFIGURATIONS ` "5870' - "°t 3�rJ�I S ' Fmsaey. fRt4: RMZMt: 'ELEVATIONS J. f0/1?l11 C NO CHANGE THIS SHEET STAG F am: RrWFw: fOlO7ECNNOLOOYDRIVE ELEVATIONS ��•. aLORtoP,.•G\ JR 0113 09120113 Q NO CHANGE THIS SHEEr is,FL Ja 12/91/14 Ft E NO CHANGE7HISSHEET NOP.OMBOX1619276 SERIES 770 H.P.ALUMINUM SGD-LMI SS/4Nn�t� om.n m: ��; gata; NOXOMIB,FL 34274 ® 1i0iC fl0" hLY�!{JM�LS.ER,P.E. SMC 08105/09 RJA 8G0770 H.P. NTS 2 d 10 PGT0004 E p,E.058705 3/16"HS GLASS 3/16,",HS GLASS _ DUPONT.090 SG EXTERIOR DUPONT.090 SG 3/16"HS GLASS 3/16"HS GLASS 74 3/6"AIR SPACEVIBITE EXTERIOR 7116"NOM. 3116'T GLASS 1"NOM. 82 3/4"NOM. $3GLASS 0 BITE 79 56 54 7/16"LAMINATED GLASS TYPES G4 1"LAMINATED INSULATING 55 GLASS TYPES G6 SG=DUPONT SENTRYGLAS 1/4"HS GLASS 3/16"HS GLASS EXTERIOR DUPONT.090 SG DUPONT.090 SG 3/16"HS GLASS 1/4"HS GLASS 74 5116"AIR SPACE 74 EXTERIOR 9/16"NO 1/4"T GLASS 1"NOM. 82 3/4"NOM. 83 PRODUCTRENBNE•iD i7:-TWz- I 3/4"NOM. .eomptyhlg uJth the Florida GLASS GLASS BWlding Code O O BITE AMP No / Er BITE 79 q o llau 56 Miami Dade Pmdect Control 1111111!!! 54 �L 11 ,� 55 9/16"LAMINATED GLASS TYPES G4A 1 LAMINATED INSULATING Q; GLASS TYPES G6A = No.56705 '�0 ••� SIS �` Revwey wb: R..xw o.,"yeac TATE OF ;•R/ J.J. 1011211 C NO CHANGE THIS SHEET GLAZING DETAILS F �coRloN.•• RffWBr. �09' Rew�a,> f070TECHNOLOOYDRIVE _ i� s \� JR 0/18 D BEADING&TEXT NoxoMlS,PL 34276 RmJR ReNwro: SERIES 770 H.P.ALUMINUM SGD-LMI ",,,,,/ONAL1`��` P.O.BOX 1628 A.LYNN MILLER,P.E. JR 1/14 E NOCHANGE THIS SHEET NOXOMIS,FL 34274 ® sotwu,�r �'' s^oe0 omym R.r. o`"sm ea�0' 0o1a• SOO771I .P. NT3 3 d 10 PGT0004 E REJ158705 SMC 06/05/09 RJA 81 TABLE 1: Design Pressure(DP)and Anchor Quantities Required For all approved Configurations,Sheet 2 and Glass Types,Sheet 3) Door unit Height on) Reln(orced Interlocks �- 64" 90' 96' 102' 108' Heavy-duty Astragal 69-7/8'(OLO) 73.7/8'(DLO) 79.7/8'(OLO) 87-7/8'(DLO) 91-718'(DLO) 97-719(DLO) Heavy-duty Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 113 1 1 2&4 1 3 1&2 3 4 1&2 1 3 1 4 1 1 2 1 3 r 4 1&2 F3 4 1&2 3 4 88 DP(psi) +901.130 +901-130 +901-130 +90/-130 +901.130 +801-130 HEAVY DUTY ASTRAGAL 24' 17' Head/Sill C6+2 05+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 HEAVY DUTY STILES (DLO) Jamb 10 10 t0 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 82 111 61 86 65 DP(psi) +gar-130 +901-130 +901-130 +90/-130 +901-130 +901.130 3D' (D1.LO) Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6+2 C6+2 CB+2 CB+2 C6+2 07+2 C7+2 66 5 Jamb t0 10 10 10 10 10 10 1 12 1 10 10 10 12 70 12 j 14 1 12 12 14 12 � DP(psf) +901-130 +90/-130 +90/-130 +90/430 +801-130 +901-130 81 CT 36. (01-0) HeadlSlll C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 C Jamb 10 12 10 10 1 12 1 10 10 14 10 10 19 14 10 12 1 16 1 12 12 1 1e 1 12 ALL INTERLOCKS TO BE REINFORCED z DP Uufi +901-130 +901.130 +90f-130 +sol-tag +0430 +961-121.4 WITH THE 1166 HEAVY-DUTY REINFORCEMENT HEAVY-DUTY STILES 42' (DLO) Head/Sill C6+2 CS-2 C8+2 C6+2 C8+2 C6+2 C6+2 C7+2 C7+2 37+2 07+2 C8+2 C8+2 C7+2 C6+2 08+2 C7+2 C8+2 C6+2 Jamb 10 12 10 10 14 10 10 t4 10 10 10 16 10 12 18 12 12 18 12 DP(pst) +901-130 +901-130 +931-130 +901.130 +901-118.6 +901-110 Head/S111 C6+3 C6+3 06+3 C6+3 C7+3 07+3 C7+3 C7+3 C7+3 C8+3 C8+3 C6+3 C6+3 C7+3 C6+3 C8+3 07+2 C8+3 C8+3 Jamb 10 14 10 1 10 14 10 1 10 1 18 1 10 1 10 10 18 12 12 16 12 12 1 18 1 t2 NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O=EXAMPLE ON SHEET 5 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. 2.WHEN USING THE 2 1/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 1/4"SILL, TABLE 1A: POSITIVE PRESSURES IS 60.0 PSF MAX. Sill Height t0 Max.(+)DP (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. (Water Infiltration Rating) 3.2 1/2-.3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS PRODUCrRENaWFD THE 11/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT (+)Design 89 wm{br with the Fiurido REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED OH LENGTH If Sill Riser Height P Y B — P(es80fe,psf Du{IdingCado WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT OH LENGTH=OH RATIO Flush•1-1/2" see note 3 Opccepte rce N c J. FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED OH OH HEIGHT Low FOR +46.67 ul:a� FOR WATER INFILTRATION. HEIGHT Medium-3-114° +60.0 nyt 4.SEE SHEETS 1,5&6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT I WI EQUAL TO 1 High-4" +90.0 Niiaml DaM t<oduct Conrcut INFORMATION. IL 0 OR GREATER SEE NOTES 1-3 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O 111 I I 1 I//,,- SEE /ISEE NOTE 3 LYNN////� D.L.O.WIDTH=NOM.PANEL WIDTH-7" �`��,.•'�10ENSE''.FP D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" F�:' yr,• PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" =�r:// No.58105 R ay. am: awn•• J.J. 10112111 C NO CHANGE THIS SHEET DP AND ANCHORAGE CHART ;,,c�'•• FLORIDP••' ReN,lprp.• f0707ECHNOL00YDRIVESS'•"• ••" JR 09/20/13 D ADDITIONALANCHORSMIGHRDP NOXOMIS.FL34276 n0° rr /QiNA�t �� amaey. aG Rte : SERIES 770 H.P.ALUMINUM SGD-LMI L1 JR 1MV14 E NO CHANGE THIS SHEET P.O.BOX 1629 s aur: sn.er an+vna ++� A.LYNN MILER,P.E. v—or. amt am. NOKOMIS,FL 34274 ® SOD770 H.P. NTS 4 n 10 PGT0004 E P.E.N 58705 SMC 616109 t ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHORS: SEE SHEET 1. 2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24"MAX.ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6. JAMBS.........................W MAX.FROM BOTTOM AND 17.125"MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. --------------------- - SEE"CB"CLUSTER INTERIOR ^+3"ANCHORAGE I 1 ANCHORS PER PANEL"ARE THOSE INTERLOCK DETAIL,SHT,8 7"MAX. ASTRAGAL 8"MAX. AT THE HEAD AND SILL BETWEEN 3-1/2"MAX' CENTERLINE O.C. CENTERLINE CLUSTERS OR THOSE BETWEEN A 1 t CLUSTER AND A FRAME JAMB. 0 0�m f 0 0 o 0 0 0 0 2. 04"A4.051" 0 0 012 0 1 1 24"MAX.O.C. 3.5"MAX.O.C. 8" �-- CENTERLINE OF PANEL 1 I+— CENTERLINE OF PANEL 2 I►— CENTERLINE OF PANEL 3 EXAMPLE OXX ANCHORAGE PLAN: C8+3 HEAD&SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)=(25)ANCHORS TOTAL I L—(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 EXTERIR - O---------------------------------------------J C8+3=(36)ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 8"MAX. x x� 17.125"MAX.O.C. TOTAL OF 12,(6 PAIRS) 108" x GROUP 4 ANCHORS PER MAX x % JAMB(SEE SHEET 6 FOR PAIR O.C.SPACING) PRODUCE RENGwED av complying vvlth 04 plaids / Q Acc pltenca No v U x� n ete Z I. 'MAX. xxlxx xxx tml xxxxx x Mieail Dade Product pon O.C. L— C.L.ASTRAGAL MAX 1 i t l 8"MAX.,TYP. 191 1/2"MAX. \\� N(LYNN EXAMPLE OXXO ANCHORAGE PLAN: (4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 _it N0.58105 66 sr J.J. 10/12111 C NO CHANGE THIS SHEET ANCHORAGE SPACING&EXAMPLE PLANS -Uo'' ,,ntuR�or.•'Oma; oem: Hexw+, 1070TECNNOLOOYORNE _ JR 09120113 099120113 rtD CLARIFIED OC&TEXT NoxoMis,FL$427e SERIES 770H.P,ALUMINUMSGD-LM! ��'�S,S!ONA\- JR 12/31/14 E NO CHANGE THIS SHEET P.0MIS,FL 20 s"ww"+ smx a.x.a" x.x A.LYWAILLVR,P.E. prone,: Geta GotlA Dab: NOXOMIS,FL 94274 SMC 08/05/09 1tN 500770HP. NTS S of 1O PC3T E P.E.#58705 NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR 1.ALL DIMENSIONS SHOWN ARE BASED ON INT. INT. INT. INTERLOCK INTERLOCK INTERLOCK MINIMUMALLOWED. 7" CENTERLINE CENTERLINE CENTERLINE 2.METAL SUBSTRATES SIMILAR TO WOOD 3.5" 7" SUBSTRATES AS SHOWN. 3.5" 3.6" 'DIAGONAL,O.C.DIMENSION IS 4.061",SEE 4 051^ 3.5" 1.75" 3.5" 7 CLUSTER DETAILS,(APPLIES TO ALL ANCHORS). 3.5" 2 1/16"' 2x WOOD BUCK TYP., 2.04" 4.051" EDGE DIST., 2.04" 2.04" SEE ANCHOR NOTE 7 SEE CHART SHT.1 3,SHT. 4.051" 3 6„ 7" 4.051" 3.5" 7" 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK ASTRAGAL INTERLOCK EXT. EMBED.,SEE 5 ANCHOR CLUSTER-C5 6 ANCHOR CLUSTER-C6 8 ANCHOR CLUSTER-C8 CHART,SHT.1 2.06" M1/ EMBED.,SEE CHART,SHT. INT ASTRAGAL OR INTERLOCK CENTERLINE 3.50° SHIM 1/4"MAX.SHIM �I EDGE DIST., 4.051" WOOD ANCHOR TYP.,SEE 1x WOOD SEE CHART 7" MIN. 3 5" ANCHOR NOTE 2,SHT.1 BUCK TYP., SHT.1 DIAG. DETAIL A,2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR 1 O.C. WOOD INSTALLATION NOTE 3,SHT.1 �� 1 TYPICAL JAMB ANCHOR PAIR FOR CONCRETE 2-1/16"', 0 2.04" DETAILS FOR O.C.PACNGESHEET 510N ANCHOR TYP., ` ' EDGE DIST., SEE ANCHOR 4.051" SEE CHART OANCHOR 1/16"• NOTE 1,SHT.1 .1 2-TRACK,ASTRAGAL 1 INTERLOCK SHT.1 ONCRE7E 7 ANCHOR CLUSTER-C7 EDGE DIST., EMBED., EXT. I EMBED.,SEE EXT• DETAIL D.2-TRACK FRAME JAMB SEE CHART SEE CHART,SHT.1 CONCRETE INSTALLATION SHT.1 2-1/16"' CHART, 1/4" SHT.1 MAX 2x WOOD BUCK TYP.,SEE ix WOOD v.SHIMANCHOR NOTE 3,SHT.1 BUCK TYP., WOOTYP.,SEE SEE ANCHOR EXT. ANCHOR NOTE 2,SHT.1 a EXTERIOR INTERIOR 1* NOTE 3,SHT.1 DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4" ONCRETE WOOD INSTALLATIONMAX. EMBED.,SEE SHIM WOOD ANCHOR TYP.,SEE CHART,SHT.1 EDGE DIST., -CONCRETE ANCHOR TYP., ANCHOR NOTE 2,SHT.1 1/4"MAX.SHIM —►I SEE CHART SEE ANCHOR NOTE 1,SHT.1 SHT.1 DETAIL F,2-TRACK FRAME HEAD PRODUCT RF.NMED 2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION ..omplying with the Flotida Building Code 114"MAX. ANCHOR NOTE 3,SHT.1 Ampta=No . (SEE ANCHOR 2-1/16". E ties ato NOTE 5,SHT.1 EMBED.,SEE 1/4"MAX. rCHART,SHT.1 2-1/16"• (SEE ANCHOR GROUT AS REQ. jl WOOD ANCHOR NOTE 5,SHT.1)1aW CONCRETE MiumiDadeProductCestrol EXT. TYP.,SEE ANCHOR EXT. NOTE 2,SHT.1 t l l l l l 2x WOOD BUCK TYP.,SEE EMBED.,SEE ��` �LYNN '..'.I '; .' CHART,SHT.1 2.1/16"• EDGE DIST., EXT. ANCHOR NOTE 3,SHT.1 �Z; GENSF'•FP :.`T DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHORYI'., = tom' DETAIL C,2-TRACK FRAME SILL SHT.1 SEE CHART (EDGE DIST - roc; No.56705 W000 INSTALLATION SEE ANCHOR NOTE 1,SHT.1 —.ISEE CHART _ WOOD INSTALLATION DETAIL G.2-TRACK FRAME SILL SHT.1 - r x- CONCRETE INSTALLATION Q �'� 7 S s 111= sG e% ocrrc R..wna• aw,pae S E OF Rm J.J. 10112111 C NO CHANGE THIS SHEET ANCHORAGE,EXAMPLE CLUSTERS ''�?o'., FLORtoP.•'G� RdW. vow R.M - 10707ECHNOLOOYDRNE % 1 JR 09120113 D TEXT DIM REFERENCE POINTS NOKOMIA FL 34275 sax "i C �` RwW W. a R.NUorn: SERIES 770 H.P.ALUMINUM SGD-LMI '�sS1ONAk-� JR 12131114 E NO CHANGE THIS SHEET 730.S,FL 3 2 �,� cma R, ,, t S ga.noy o.m: a,ax.e 0ms: NOKOMIS,FL 34274 m A.LYNN{ ILLEIR,P.E. SMC 08105/09 R✓A SGD770H.P. NTS 6 w 10 PGT0004 E P.E.#58705 PANEL LETTER JAMB DETAIL W OR'L', NOTE: K SINGLE SHT.8&ANCHOR 1.MAXIMUM NOMINAL INTERLOCK LOCKSTILE DETAILS'D'&'E',SHT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL SHT.8 PANEL CONFIGURATIONS A SINGLE EQUALS 48" INTERLOCK LOCKSTILE ASTRAGAL DETAIL'M',SHT.8 HEADER DETAIL T,SHT.8 D SINGLE EXTERIOR &ANCHORDETAILS'N,'B' LOCKSTILE INTERLOCK 191 1/2"MAX.UNIT WIDTH &'F',SHT.6 M LOCKSTILE SINGLE INTERLOCK 41"MAX. NOMINAL D.L.O. PANEL LSINGLE ASTRAGAL WIDTH r WIDTH (Boxwo INTERLOCK OUT -,.il I LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL (BOx1 pNtx INTERLOCK TYPE TYPE TYPE TYPE 'P' ASTRAGAL SINGLE 97 7/8"1 8" IN INTERLOCK CPoxcD.L.O. R SINGLE ASTRAGAL .L.O.UNIT INTERLOCK IN HT' HT. 010"d) SEE TYP. TYP. REINF. NOTE REINF. SINGLE FIXED 3 INTERLOCK LOCKSTILE R FIXEDrcm SINGLE LOCKSTILE INTERLOCK T ASTRAGAL FIXED SEE FRAME& OXXO(2 TRACK) . SILL DETAIL Tr,SHT.8& tsoxouA OUT LOCKSTILE PANEL CORNER ANCHOR DETAILS'C'& CONSTRUCTION 'G',SHT.6 T ASTRAGAL FIXED DETAILS BELOW SILICONE LOCKSTILE (BoXIR) 110 BY OTHERS SFIXED ASTRAGAL #8 X 1" (BOxouO LOCKSTILE OUT PH SMS SFIXED _ ASTRAGAL (eoxwl LOCKS77LE IN PRODUCT RENEWED NOTE: m complying with the Florida building Cada REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS. Acceptance No S 91,1,0 X 1.50" on ate PH SMS :C--tlol�� QPANEL CORNER FRAME CORNER Miaml Dade Pmdud INTERIOR DETAIL DETAIL (ALL PANEL TYPES) NOTES: EXTERIOR 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL Ntl LYNN PANEL WIDTH=48". SEE SHT,8 FOR SECTION DETAILS AND SHTS.4-6 FOR \.` 0.•''�.NS ANCHORAGE DETAILS. D.L.O.WIDTH=NOM.PANEL WIDTH-7" 2.MAX.DLO WIDTH=41";MAX.DLO HEIGHT=97 7/8",MAX PANEL HEIGHT=106 1/8". 5 D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 3.(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER N°''870 _ PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" (ITEM 103)AT FRAME JAMB OR ASTRAGAL. _-d Lt ` �S� w R-dW.. as I RMMc o '•, I S ;•W J.J. 10117/11 C NO CHANGE THIS SHEETPANEL TYPES/EXAMPLE ELEVATIONS Br. t R.Ibk— f0707EOHNOLOOYORIVE T '••.FLOR10�;'•'' ('} JR 00120113 D REMOVED H&S BRACKET NOKOMIS,FL 34276 iDx R-eay.� oar ""o"R SERIES 770 H.P.ALUMINUM SGD—LMI _ '',&/ONA-LC`� P.O.BOX 1628ILI A.LYNN MILLER,I'.E. w. ar 12/31/14 a NCO CHAN E TH S S E NOKOMIS,FL 34274 ® SGD7 0 P NTS �7 '+'10 POT0004 E P,E.#58705 SMC 0&105109 RTA 62 111 63 61 66 PART ILLUSTRATIONS 14 (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 85 6 61 FULL LENGTH 61 66 14 196 OF JAMB to 61 75 113 N8 X 1-1/4' A10 X 314'. 123 FULL LENGTH SMS,X2 SMS,X3 OF JAMB 105 6' ALL REINFORCED INTERLOCK 113 MIDSPAN 103 113 DETAIL'J' 6'Q 81 53 5 MIDSPAN 61 15 DETAIL'L' 113 2 52 61 STANDARD CLIP OPTIONAL CLIP 112 66 112 W/RETAINER#106 W/RETAINER#123 t2L DETAIL'K'(FIXED PANEL) 52 40 ASTRAGAL 45 63 51 4 INTERIOR DETAIL'M' 62 61 (ALL HORIZ.SECTIONS) 53 EXTERIOR DETAIL'N'SCREEN DETAIL'O'SCREEN a EXTERIOR INTERIOR- AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL'P'SCREEN (2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB (2-TRACK SHOWN) SILL RISERS OPTIONS 24 (SEE D.P.LIMIT TABLE 1A,SHEET 4 23 SEE SHEET 6 FOR FOR 1 INSTALLATION DETAILS) 21 7 19 4.055' 113 5 3.305' 69 EXT. EXT. 2.655• EXT. EXT. 71 1.687' EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISERMAX.106 97 7/8' 2-112 (NOT VALID FOR WATER " " (4") MAX. DETAIL ( ) (3-114) DOOR UNIT 'I' P0.0OUCf tiENEW!?D GH INFILTRATION RESISTANCE) 26 HEIT TMP wcomplying vlththe Florida, 22 OW1dIIN N —� a 20 Aceeptartta No , n ate �ZO20 89 18 4.055' EXT. � 72 OR 73 Miami Dadc Product Control EXT. EXT. 5, EXT. 3.3105 EXT. 71 7 1.667• _l. 11 I 0`4.1 1-YNN d9/( 113 ;�a�,.•'.�OENSF''ti FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 6 _ ; ir:• No.58705 (NOT VALID FOR WATER (2-1/2") (3-1/4") (4") INFILTRATION RESISTANCE) DETAIL'H' 16 - er• ara• x.Huw: pnks.. ' .'•. ST TE OF J.J. 10112111 C NO CHANGE THIS SHEET VERTICAL&HORIZONTAL SECTION DETAILS �,c�''•, PLOMOP•'' t>em: ern[ae: f070TECHNOLOOYDAIVE JR 08120113 D ADDEDIEOITED JAMB BRACKET NOKOMIS,FL 34275I� 3. X SERIES 770 H.P.ALUMINUM SGD-LMI ,,,, NA.,,, JR 12131114 E ADDED#71 TO DETAILS H&I,AND#113 TO DETAIL J P.O.BOX 1529 6e�11ieeC aa.+d aneee r,.e«ara w,: A.LYrltd M1LLt'R,P.E. me n ey pall anaaa para NOKOMIS,FL 34274 ® a 10 PGT0004 E RE#58705 SMC 08105100 SGD770 H.P. NTS 8 Item Dwg# PGT# Description Item PGT PGT# Description Dwg.# 1 17308 - 617306 2-TRACK HEAD 68 17339 617339 HEAVY DUN ASTRAGAL 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 69 17324 617324 TOP&BOTTOM RAIL 5 17314 617314 FRAME SCREW COVER 70 1735Q 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 6 17317 617317 FRAME HEAD/JAMB ADD-ON 71 1695 71695 1-1/2"X 1'X3/4'HIGH FIN SEAL DUST PLUGS 7. 17304 617304 2-TRACK SILL - 72 1 8163 76153X TANDEM ST.STL ROLLER ASSY. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 1 8163 76153N ITANDEM NYLON ROLLER ASSY. 11 17313 617313 FRAME SILL TRACK INSERT 74 SILICONE I DOW-699,DOW-995 OR GE-7700 14 17305 617305 2-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032X1FPFX 910-32 X 1"FL.S.S.SCREW W/TYPE'F'TIP 18 17322 617322 SILL RISER 77 7103239 1032 STEEL ZINC U-NUT 19 17319 817319 SILL RISER-HOLLOW 79 17330 617357 V IG BEAD 20 17321 617321 SILL RISER-LOW FLAT 80 17359 617359 7/16"BEAD/FDIED PANEL CLIP _ 21 17318 617318 SILL RISER-LOW HOLLOW 81 17360 617360 9116'BEAD 22 17355 617355 SILL RISER-MED FLAT 82 1224 6TP247K VINYL BULB WEATHERSTRIP 23 17354 617354 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,1/2'X 1/16"SGL.SIDE ADH.TAPE,POLYETH. 24 17320 617320 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG 25 17323 617323 SILL RISER-HIGH FLAT 101 72087 JAMB BUMPER ITEMS 4053 ARE SCREEN PARTS: 102 1696 71696 DUST PLUG 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 103 6186 781BBX 1'KEEPER 41 7LOCKWGSK.SCREEN LOCKSET 104 653 7SDKEEP SCREEN LOCK KEEPER 42 41818 SCREEN KEEPER SPACER SET 105 17344 617344 FDED PANEL CLIP-6'LONG 43 8152 68152 SCREEN INTERLOCK ADAPTER 106 17345 617345 EXTERIOR FIXED PANEL RETAINER-9116" 44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXIERIOR HANDLE 46 4318 612257 SCREEN BOTTOM RAIL 109 1731 78162SN �FIANDLIE DLE KIT-RECESSED INTERIOR WITH THUMB TURN 47 668 .7SRAZ STANDARD ROLLER 110 1732 78178 KIT-RECESSED EXTERIOR PULL 48 668 7SRAX STANDARD ROLLER-ST.STL. 111 710X34PPSDAXX3/4'PH.PN.TEK-S.S. 49 4344 64344 SCREEN ASTRAGAL 112 1235 67616 P,.270'X.170'-FIN SEAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 64066 .187"X.230'FINSEAL 51 1692 61692 SCREEN SPLINE-.165" 114 —Ti 0X11 PPPX #10X14/2' 52 1694 61694 SCREEN SPLINE-.15V— 115 710)PPT #10 X 1' 53 61816C20 SCREEN CLOTH 116 720XlX #14-20 X P S.S. 54 1725 112 X4"X1/16'SETTING BLOCK 117 720Xli2X #14-20 X1-1/2 B.S. 55 1726 1"X 4'X 1/16"SETTING BLOCK 123 17352 1 617352 FIXED PANEL RETAINER,7/8' 68 QUANEYrrRUSEAL DURASEAL SPACER(COMPOSITE PRODUCT RENEWED SEALANT/DESSICANT) Dw�vrpgl�wllh the Florida Aaaplance No 5 61 17326 617326 PANEL STILE(HEAVY DUN) Sax 62 17327 617327 INTERLOCK ADAPTOR / I/D�0 �Z 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) B Mlnmi Dade Pror uct a1trM 64 1728 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER III1I 66 17346 617346 INTERLOCK ALUM REINF.(PANEL-9") �� (4YNN NOTES: 1)ALL ALUMINUM=6063-T6 2)ITEMS#3,4,9-10.12.13,16,17,26-39,67-60,67,78,84-99&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 68705 IAlz a..,ae1: a"- R�xnnr: o..ebm. 'A TE Or :•�� J.J. 1011?H1 C NO CHANGE THIS SHEET PARTS LIST %�o'•..FLORIOP.• am rs.N,an: 110707ECHNOLOOYDAIVE JR 09120113 D TEXTIPART NUMBERS NOKOMIS,R 34276 T°0` ��CisS'� SERIES 770 H.P.ALUMINUM SGD-LMI of In- JR 12131114 E NO CHANGE THIS SHEET P.O.BQX 1628 c.�.wa a ad. a..e a..me> n. A.LY IJN MILLER,P.E. ar"n ey aw aowa a� NOKOM19 FL 34774 SOD770 H.P. NTS i7 a 10 PGT0004 E P.E.958705 SMC 08ON09 RJA 1.303" (+ 1.050" 1.36" fll-lf. ,� (+ 0.718" � � -►{ 1.050"� �1.050" I+ 1.003" 0.325" " 0.06 + 0.811" 0.062-0.534" 0.29�045 0,062" 0.062" 0.264" J c��11 0.050" 0.757" 1.36" �- 0. I 0.081" FIXED PANEL CLIP/ INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(7116") GLAZING BEAD(9/16") GLAZING BEAD(1"I.G.) FIXED PANEL CLIP f (65) WT-L:6063-T6 (5)MAT'L:6063-T6 (80)MAT'L:6063-T6 (81)MAT'L:6063-T6 (79)MAT'L:6063-T6 (105)MAT'L:6063-T6 0.081" 4.125° 6.198" �I 4.49" 0.062" 6.198" 0.080" 0.062" 1.162" 1.888" 1.304" 1.211" 1.505" 6.069" I� 0.081" � 1.739" Imo- 3.25" •�( 2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL TOP/BOTTOM BOTTOM RAIL (2)MAIL:6063-T6 0'232" (7)MAIL:6063-T6 INTERLOCK ADAPTER (69)MAT'L:6063-T6 � 3.979" (62)MAIL:6063-T6 q" 7" 6.221" 2-TRACK JAMB W/ 0.075" 0.062" --til+- 05" 2-TRACK JAMB SCREEN TRACK 0.133" 1.645"FLUSH FLAT SILL RISER (14)MAT'L:6063-T6 (15)MAT'L:6063-T6 1.6" (18)MAIL:6063-T6 Imo- 3.125" 1.872"j 0.080" 2-TRACK SILL W/SCREEN TRACK 0.281" � 8 MAT'L:8083-TB HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1 019„ 0.83" -A L (61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062" 5.069" 1.854" SCREEN STILE 0.752" 0.709" 0.709" (40)MAT'L:6063-T6 0.080" I 0.080" VL 1.045" 0.080" I1.211"0.080" 1.254„ SILLTRACK --- 0.863 + .-� L 0.550" (11)MATL:6063-T6 FIXED PANEL FIXED PANEL 081° 1. 0.062" RETAINER,7/8" RETAINER,9/16" 2-TRACK HEAD 0.250" 0.875" (123)MAIL:6063-T6 (106)MAT'L:8063-T6 (1)MAT'L:6063-T6 REINFORCEMENT SCREEN TOP RAIL 0.750" (66)MAT'L:6063-T6 (45)MATL:6063-T6 1.993" 0.232" 0.750"(PANEL LENGTH-9") L 0.062" PRODUCT RENEWED 0.062" �-- 0.232" woomplyingwlththoflorida 0.062" SCREEN BTM.RAIL Duitd'utgcndc S_ /1 °Op (46)MAT'L:6063-T6 Acceptance No lJ o (+ 0.760" 0.232" 0� o2c 4.066" 0.062" 0.906" 3.955" hli��am1 ode Pmduct Control 3.305" 2.455" 3.205" 2.565" 0.062° 1.567+ P.•.• 410EIJSF'•,��CP'�/ :0.062" -tiFr-- 0.062" 0.062" •--rifer NO.58705 •y� HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER 24 MAT'L:6063-T6 23)MATL:6063-T6 21 MAT'L:6063-T6 (19)MATL:6063-T6 (20)MAIL:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 K R.W-r o°m J.J. 10/11/!1 a.wm.: 1Y, °° +` �A��• S q s C NO CHANGE THIS SHEET E?CTRUSION3 pF x°wav 10707ECHNOLOGYDRNE •.,, \ JR 09110113 D AD TED BEADING KO 18,FL 54276 T+k s <DRIDP,.•'•.,. "°"°'°. am, a^y°� SERIES 770 H.P.ALUMINUM SGD-LMI ,"ONA�S`1G\` JR 12131114 E NO CHANGE THIS SHEET P.O.SOX 1029 aa•ney: Dear; Gorxa mv: NOXOMIS FL 54274 �" gsi0 °ifipNa' R.r. A.rL`(IJN�M(LL�I2,P.E. SMC 08105/09 RAI SGD770 H.P. NTS10 w 10 PG70004 E P.E.p 56705