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Home My WebLink AboutNOASCANNED BY $t. Lucie County M IAM I -DARE MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 "SH7700A" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 he 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 ■ 1 followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence 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. 18-0430.06 aaqpzm MIAMI-DADE COUNTY Expiration Date: August 23, 2023 g�r�f r s Approval Date: August 23, 2018 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, 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). v' Manuel rez Product Conti Exa finer NIA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. Dw Manuel er .,, .E. Product Control Ela3lner NOA No. 18-OW30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2) SHUTTERS ARE NOT REQUIRED MEN USED IN WIND-BORNE DEBRIS REGIONS FOR INSULATED GLASS INSTALLATIONS ABOVE WIN THE HVHZ. THE OUTBOARD LIRE (CAP) MUST BE TEMPERED. USE ONLY GLASS TYPES 3, 7,1Z 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. AVIM COB CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PERANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-in-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. W000 BUCKS DEPICTED AS 2X ARE 1-117 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS TIE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD.(AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING& FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114-MAX. SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE TIE PRODUCT IS NOT FLUSH TO TIE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 1 743/IEMAX. OG/ ^1 n-14"MAX. I1T-1M'BUCK) 12.Ya- MA% B-MAXB A r (9'MAX. BUCK) D. SOSXEETB B. SEES B&9 - O.0 SHE" 1. &SEE r- -� L, SEI SHEETS 8 a 91 i i SHEET Ii EQUALLY / SPACANCHORS PER I/ TABLE568 T 1).Yt6' MP%.O C. 'V Qi I/ A MAX. TIP 12dH6'MA%.00. TO K TIP 4 EOu PE ANCHORS PER HEIGHT 135/i6'MAX. O.C. TARUESACED BLES I _IL 5' MAX. -1 O.C. T) DESIGN PRESSURES: (V Max. A. NEGATIVE DESIGN LOADS RASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13D0. B. POSMN DESIGN LOADS BASEDONWATERTESTPRESSURE. STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MO.. 8) THE MCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1I5%STRESS INCREASE HASNOTBEEN USED IN THE DESIGN OF THIS PRODUCT. WE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WCOQMCHORSWAT COME INTO CONTACT WITI OTHER DISSIMILAR MATERMS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO RE REVIEWED BY ME AUTHORITY HAWING JURISDICTION. 10) REFERENCES: TEST REPORTS FR 18-7835A & 18-78353 ELCO MWACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, MSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL (1NGIGIIPATI(INS T )' T I � WIDTH HS / w � � i � i RECTANGULAR WITH EQUAL LITE SASH 1 PaD1U&TOP WITH PRONEW SASH 1 RECTANGULM WITH CUSTOM SASH ALL SHAPES WITH ALL GASH CONFIGURATIONS AREAPPROVEO. SHAPES MAY BE USED BY INSCRIBING THE SHAPE INA BLOCKAND OBTAINING DESIGN PRESSURESANDANCHORAGE FORMAT BLOCK SIZE FROM THE TABLES ON THEFOLLOWINGSHEETS. H NDAXCXOH&AT61LL '� �53-1/8'MM.TIPTOTIPWOTH 1-NEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TYPES Glare Type DawdpUon (Usled Tram Eatenor to Intador) Table DP tl 1 11B-AN, .09G PVB, 1/VAN 2 2 1Y16"LTG IIB'AN GIP, AIRSPACE. IIB'AN, .09G PVB, 1lB"AN 2 3 1WIVM: 1IW TP CAP, AIRSPACE. 1/8'AN,.IAU-PVB, 118'AN 3 4 11W HS, .09G PVB, 1/T HS 4 5 Y1VAN,.09VPVB,YI6-AN 4 6 IWIV LIG:3/1W AN CAP, AIRSPACE. LIB' AN..09P PVB, LIB' AN 4 T INWUIG:Yt6"TIP CAP, AIRSPACE, 11W AN,.09P PVB, LIB' AN 4 B WTVA _W'SG, WIF AN 5 9 VW HS,.090' SG, Wl V HS 5 1D jWlVUG:1/B'AN CAP, AIRSPACE, IIB' HS,.090' SG, 11W HS 5 11 1Y16'LIG:1I8'AN CAP, AIRSPACE, Yt6" AN, .090' SG.&IV AN 5 12 1Y16' W:11B' TP CAP, AIRSPACE, LIBH5..0 SG. 11V HS 5 13 IY1T LTG: UT TP CAP. AIRSPACE. YlT AN..09R SG, YIG AN 5 14 1YtELIG: NIVANCAP, AIRSPACE, 118'HS, .090'SG, 118'HS 5 15 jIT1T LTG: YIV TP CAP, AIRSPACE. 1/8'H5, .09D'SG. 11WHS 5 CODES/STANDARDS USED: •201T FLORIDA BUILDING CODE (MC), 6TH EDITION •ASTME130009 •ANSVAFSPA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 •AISI 5100-12 •AISC 360.10 DESIGN PRESSURE RATING I IMPACT RATING VARIES PER GLASG TYPE. SEE SHEET525 LARGEES&MLL MISSILE IMPACT RESISTANT 52-UV MAX. BUCK W DW ---I I--- 5'MAX.00. r a-IIHVMAY BY MAX. 4 BUCK HEIGHT A �WEEP END EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC. W NDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCET. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED ME DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & T. 4) INSTALL AS PER SHEET T FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION, NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SOME PROCESS FOR ALL FRAME TYPES (FLANGE. INTEGRAL FIN OR EQUAL LEGS L SG=KURARAY SENTRYGLASe INlE :yR BY KURARAY AMERICA. INC. PVB= KURARAY TROSIFOLn PVB INTERLAY. R BY XURARAY AMERICA INC. AN=MNEALED HS = HEAT -STRENGTHENED TP-TEMPERED GENERAL NOTES.-............... ...... ---- ............... 1 ELEVATIONS...............................................__-- 1 DESIGN PRESSURES I GLAZING DETAILS.._.._ 24 ANCHOR QUANTITIES ...... _........ ...................... S6 INSTALLATION, FLANGE....._ - ....................T INSTALLATION, EQUAL LEG.............. ...... _...........8 INSTALLATION, INTEGRAL FIN ...........:..:............: 9 EXTRUSION PROFILES ..... ...... ._...._....._........... 10 ASSEMBLY & PARTS LIST.........._._.._._.._.......... 11 LYNN 111,, , N0.58705 Q z O n LL O no to ilo ltipM m )e" u x �' � ;i Y b.' �� P N m+ S P P G� s P m a� 's N 0• P�� a� u 'u 'n u 'u u S S y P? f+.�^� .'s P� P p ry " � "� Go'oo�eM�Oe��>�vU��o��O>x��ee�e"000��o �ko�kkk�#$��$$��a$�ffioobk$keO��o$$k� eee�eovo""oa�o�oeoe��>�o��oa�� kU$jjpp��kok$�k�bSkkokiskgk�k��o��k>4�kkyGkkkb$�� O o� o zo �� N i o o�� a o�� e O�� oi� o 0 0 0 0 0 0� 0� O I- o o c� D� 0 o w �k6S��kB$k�$$�go�$oo��o��o��o�k�ok�kkk�o�Soe#�o��Y e o ��Haeoe�e��e�e�� o�oo�oo��eo��o n a e �$$$kk$Sg�kk��$k��kk�kkf9kkkkk�kSk$��ok�k6kkkkkkkkk a� � ��000�o��kkkk�kkkeoo�000p;;Sku��ee�2oNUo I�o FoN� uoa�ok�kok�kko��k$ogkeO" zm., -gEZ p 333i OSN. �15imo S�E3 F mzo $NH xixx �Ai� mmmm m �p$5z L14Y 41 c1 �$o YN �yy� OEM 5 pwo pgmc czi zop Faso mmn z�zz qq� D$p iy� TUI Ea Olt; Fi y D �p mm ME CCp NNp $S9 3� oy m 3 �9n n O 90 am x §5 roe mm Smx- mD C S C T� N� e� Yi xS� mm z p N m m� T9 y 2�2 p DO 1 i� i 5; z0 9A yE 2 A{ ma F m o z 3 0 m p m z 8 VA 4m 09 � 4A A m 0 y5N A NT o ma T m sa y�y T N2 �, g 41p tn2� 5Y o ON yi a �E N S �O Ny zop n m z T p 1070 TECHNOLOGY DRIVE StR�6 N. VENICE, FL 34275 y &0 ....gNT,i (941)480-1600 e COPYRIGHT02016 PGTINOUSTRIES. INC, gy m; �O �V o G.�� CERT. OF AUTH. C29298 uE RIGHTS RESEn m5 �F -2o m:r s; & a _ y :n ALUMINUM SINGLE HUNG INSTALL. (LM) ' 04/01/18 W E p z:K o 3 m+2 DP TABLE _m JENS ROSOWSKI F )A 2 OF 11 : 7700NOA-1 s oo� sig Oppy 222 �g�p 3333 �a 3333 4 Nz� 93N TIp11TT '$$050 41000 Q�YN m-, C pi 000lmz 0 lmz0 A9AA D°lao °gmgm yZmpA O O m N3 ZD22 111 41 >> O 29b ZC�O o"Jr c�mu$+ of p naz ��Fy a �O S c g2g moo 3y NVN S O �m 0 mn o �vc� �om ocx= �$I. fig& IN s mm 0 n - �� ; ? �0 9 o g o 0� 3 Z A p o c s A m O A �N m c a G m S N N m O m NS o O� S �oo 0 a >f N,, 1070 TECHNOLOGY DRIVE (• F �g " ........A N. VENICE. FL 34275 5 • y o a O = (941)480-1600 IL - 9ip - Z .p T :•r GGPYRIGM 0301E PGi INDUSTRIES. 6 !1 �E = r ::y �' � y.2 GERT. OF AUTH. B29298 au flIGMT5 flE9ERVEG Fa Y k g102`., `" "'•y=; ALUMINUM SINGLE HUNG INSTALL. 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WINDOWS FIN AND RADIUS PINANG IS: EQUAL TOPWRIDOAS EOUAL TIP TO LEGWINDOWS LEG, TIP HEIGHT-49.391 IS:TIPTO RADIUS IS: TOP BUCK HEIGHT.4B391 TIP HEIGHT-a9 WINDOWS SM IS: BUCK HEIGHT-•0.S0fi AnchorOuanbtles RegUlretl for Rh100Bhf2m2 I11]]alldl100 usln GlassT est-T np+0 LD Wpin +C x]" 3T 11' 4S IY S11IB' 3anh i 3� § a m Sane ¢ ma Sane xanh 3amh .lamp vane F S 8 vane 1 f 5 m Bolldn SasB ascBFlwn b Gm Range San Hei M Ram Inl N' EpWNiW 12a6• 1 3 1+ 3 1 1 3 1 1 3 2 t z 3 1 3 z 1 3 1 13 2 EpualJile 159fiG 1 x t 1 3 1 1 2 I I} 3 1 z 3 1 2 2 1 x R+ 3 2 ]t' 3lertlmtl Proiew 1}.99J-1396] } 3 1 z 3 1 3 2 I a 3 z 3 3 a 2 z x 3 x a 1 3 2 Slglesl 12JBC-13.BYf 1 3 1 2 2 1 R 3 t 3 z 3} 2 x z 3 z I z z 2 z 2 EPdlile t96]3 2 2 t 2 1 1 T 1 t 21212 1 1 3 3 3 x x x 2 x 2 z 6taMVO Ploie+ 1]9t1-+D651 a a 1 T 3 1 3 2 1 3 3 T 3 3 3 3 x z a 3 3 3 2 z 38YB' C.I. size IS.t31-t3.85] a x t T 3 1 x 2 t 1 3 3 3 1 2 3 R R x T 2 1 2 2 Grslun Sue N.131-15.130 } 3 1 3 3 1 x a 1} 3 1 z 3 3 2 a R R T 3 2 1 2 sknal 12•N-t•.139 z x t z 3 t x 3 t z 3 z x 2 x 3 3 z z z z z z 3 Egi¢IJile 32.96• 3 2 1 3 3 1 3 2 1 x 3 x 3 3 3 3 3 3 3 1 3 3 3 2 Q¢Iwn Size a0.+31-L.B53 3 3 1 3 3 1 x 3 1 3 3 3 x x 3 3 T 3 3 3 2 2 a 3 31aMaN Plo3m IB.E91-x0.130 2 3 1 T 3 1 3 1 1 a} 3 z 3 1 3 1 2 1 R 2 a 1 1 •S Grsl[m She I81]t-1a 593 3 z 1 x 3 1 T 1 1 z 2 z x a 3 z z 3 3 3 3 3 3 3 Galan S. I5+31-t6.1]0 3 3 1 3 3 1 3 2 1} 2 3 z 3 3 1 2 2 3 T 2 3 3 3 Galan Size •1]I-19.130 3 x 1 x] 1 3 2 1 x 3 x 3 3 x 3 x x z 3 3 a 1 x 3lvrlos+ 12 <61.1J.130 ] 2 1 3 1 1 3 z+ 3] x 3 a 3 3 2 x 3 2 R a R 3 LRaal+Be zama z 1+ x z t x z l x z: x x z z z z z z .1 x z Cmlzm She T2131-N 66i x 2 1 2 a 1 1 3 1 2 3 3 3 2 3 3 z 2 3 2 _I 2 3 3 3 slatlmO vm+ev x0 i9•-n.13D 3 z I 3 3+ a: I z x z} 2 2 z z z: x x z x z IY Cuslwn Size 1B 1]I-30,193 2 x I R a 1 1 3 1 x 2 2 3 T 3 3 x 3 3 3 R 3 3 3 Luslan Size 16.1]I-IB.1]9 3 T 1 J 2 1 9 2 1 J x} 3 x x] 1 T 3 T x 3 2 3 Grslan S'¢e 1J.t]t-I6.fb ] T t 3 x 1 3 x I] 3 2] 2 3] x z] 3 3 3 x z � Sblesl 12JG-1<.130 ] 2 1] 3 1 3 T 1 3 x x 3 ] x x 3 2 3 J 3 3 g cgaalme axm z z+ x z I x z+ z x z .11 2 z z z z z x x x z z x Cuslvn sua 24,131 .z5 T]8 3 3 t 2 3 t 3 3 t 2 3 2} 3 3 z z z a a} x 3 3 SIaLL JPmiea AMI-3a.130 x x 1 3 2 1 1 3 1 2 3 a 3 T 1 3 3 x 2 x R R 3 3 F Lusbn She xO t31-ffiBq T T 1 3 3 1 2 z 1 3 3 3 3 3 x 2 a 3 3 3 z 1 x I xiRS Cuslwn She 18531-P 130 ] 3 1 3 2 1 9 3 1 3 2 2 J 2 3] 3 3] x x 9 R 3 G61wn Sae 18.131-1B.130 ] x 1 3 3 1 9 2 I J 3 1 3 2 a] T 3 3 3 3 3 3 3 Galen she 11.131 .18 t90 ] 2 1 3 T+ 3 3 1 3 z a 3 T 1 3 2 x 3 2 T 3} 1 Snvlesl 12a6•-ta,13D ] 3 1 3 2 1 J 3 1] 3 x 3 x a] a T 3 3 3 3 3 I EmNJib 31,96z 3] 1 3 3 t x 3 1 3 J a 3 3 2 x 3 x z 3 2 R J 3 Luslan Size 20.131-J1.S63 ] 3 1 3] 1 3 J 1 3 J 3] 3 a] 3 3 J 3 z 3 3 3 simtla'O P�oiee 2S]91-3B.1N ] 3 t 3] 1] z 1] 3 x 3 2 a] 3 3 3 3 3 3 3 R C1elan Sue 3•.1]t-39.]99 ]] 1 3 z 1 3 3 1 3 3 T] 3 3] 3 3 9 2 x J R 3 6T Luelan Sue x2+31-N.130 ] 3 1 3 3 1] 3 1 3 3 2 3 2 2] T 3] 3 3 3 x x Ci¢Ian Size 20.131-E.130 3 3 I] 2 1 3 3 1 3 3 x J T 1 3 3 3 3 3 3 3 R 3 Lmldn Sue 1B.131-P 1]II 3 2 1] 3 1 J 3 1] 3 3 3 3 3 3 z R 3 T x J 3 3 Grslan Sue 181]t-10.130 3 x 1 3 x 1] a 1] 212 ] 3 a] T T 3 3 3] x 2 slvlul u.19•'-tGt3o • z t• z 1• 1 t 1 z z• 3 z 1 3 z a z z• z 3 EgwlJile ]].<EG 3 3 1 J 9 I 3 3 1 3] 3 3 3 2 3] 3 3 3 x 3] 3 Cuslpn She ]6.IJ1-]B.a63 3 3 1 3 3 1 3 3+ 9] 2 J 3 R] J x 3 3 3]] 3 Galan Sae 3•.IN-3fi.lb 3 3 113 I] 3 1 3 3 3 3 3 2 3] 3 J 3 3 3 3 x I6' StaWEPmiv 3D.93•-31.130 3 J 1] 3 1]] 2 J] 3] J 3 3 3 x 3 3 T Galen Sue 30.131 .3089] 9] t 9] 1 3] T 3] x]] a J 3 3 3 3 3 Cmlan S4e 20.1]t-30.130 3 3 t] J 1] 3 3]] T 3 J z 3 3 3 9 9 x Sbinl M.191'-38.130 • 3 1•} 1• 2 x<} x• 3 x J x x I 3 3 EgaHile <2•F J 1 1 9 1 1 3• z J• 3]• a 3• 3 3 1 z Bs' Caton Size ]B.1]I-RI63 3 1 t J 1 1]• x 3< 3]• T 3• x 3• 2 61aWmE PmJtw ]•.19a•-38.130 • 9 1 9 3 1< 3 R< 3 3< 3 2 1 3 2< 3 z Glace TYPe Das[flPlion Illgetl Irom Eifeflor b In1eHDr) 1 t/B'AN, .09D' PVC, i/B AN 2 ffiH6'LlG:1l8'AN CAP, AIRSPACE. 115'AN, .VJO'PVB, 118'AN 3 13/I6' LICi: 11B' TIP CAP, AIRSPACE, 1IB' AK ,090' PVB, 116' AN 4 1/lY H5, .09P PVB, 1IB' HIS 5 &16"AN, .090'PVB, 3H6"AN 6 13/16' IIG: 3ltfi' AN CAP, AIRSPACE, 1/B' AN, .090" PVB. 1/6' AN T 1Y16'LIG:Y16'TP CAP, AIRSPACE, IRI'AN,.WD'PVB, MB'AN -VAnchor QuanWes Required for "Through-Fnlne"InsG11a0on ushia Glass Types 8-15 To ro TP Wam IS' 2V 3r 3P 45- a9- S}us o Z S .bme y g 'i¢ i y. f< .bno E 5 4£ bme E °� Sane F f .lama 3}^ Jane 3 E B .lame 1 S B011am sa95 R¢10. fa Gen Rarga I Sash Hei9M Rase trot b' EQ Ini 12464 1 21 1 1 1 1 2 1 1 3+ I 1 1 21 2 1 1 2 1 z 1 1 21 2 1 2 2 t z 2 E'.1-Me 15.964 1 2 1 1 1 1 1 2 1 1 2 1 1 1 1 2 1 2 1 1 2 1 2 1 1 2 2 1 2 2 1 2 2 31` Slatlatl p— 129H-15961 2 2 1 t 1 2 1 2 1 2 2 1 1 3 1 2 1 z z 1 21 2 2 111 2 2 2 2 3 3 3 2 SMttest 12 a6e-+2.e93 2 z t 3 2+ 2 2 1 3 2 2 3 z 2 2 2 2 2 2 2 2 2 z E9mlAile 13652 2 2 1 2 2 1 2 2 1 2 2 2 2 z 2 2 2 2 z 2 2 2 2 2 S1a Va Pr 15.9N-19651 z 2 1 2 2 1 2 2 1 2 2 2 2 z 2 2 2 2 z 2 2 2 2 2 I4YV Cwbm sue 15131-15941 z 2 f 2 2 1 2 2 1 2 2 2 2 z 2 2 2 2 z 2 2 2 2 2 Custom S'ue la 131-15,130 2 2 t 2 2 f 2 2+ 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 Stalest 12 aW-14Is 2 2 1 2 2 1 2 2+ 2 x 2 x 2 2 2 2 2 2 2 z 3 2 2 Epmsge .. 2 2 1 2 2 1 2 2 1 z 2 2 2 2 2 2 2 2 3 3 z 2 3 2 Gaston Sue 2a 131-219M 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 3 2 2 J 2 Sla Proiev� 1a SIM-20130 2 2 1 2 2 1 2 2 1 2 z 2 2 2 2 2 2 2 2 2 2 2 3 2 45 dines Sae to 13%-ta59] 2 2 1 2 2 1 2 2 t 2 2 2 2 z 2 2 2 2 2 2 2 2 2 3 Gaston Sue 15131-111130 2 z 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Cu31Om 6u0 14. 131-MAW 2 2 1 2 2 1 2 2 1 2 z 2 z 2 3 2 2 2 z 2 2 2 2 3 sleAeil Ia.-11,13a 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Eiji 24.964 2 2 1 2 2 1 2 2 1 2 z 2 z 3 2 2 3 3 z] 2 2 3 3 Cu31om Size Z2131.2a.9W 3 z 1 2 2 1 3 2 1 2 3 2 3 x 2 2] 2 2 J 2 2 3 3 SIUWaril P—s,, i0.194-MISS 2 2 t 2 2+ 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 a9' Custom SNa te.131-A.193 z 2 t 3 2+ 2 2 f 2 2 2 2 2 2 2 2 2 z 2 2 2 3 3 Codas airs 16131-18IM 3 2 1 ] 2 1 J 2 1 3 2 2 3 2 2 J 2 z 3 2 3 3 2 3 Conlon Sao 14.131-to 130 J 2 t J 2 1 3 2 1 3 2 2 J 2 23 2 2 3 2 3 3 2 3 shies. 12 iaa -ia W 3 z t] 2 1 3 3 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Easi 25 ITT 2 2 1121 2 1 2 21 1 12 2 2 2 z 2 21 3 2 z 3 z 2 3 2 Cuslon Sae 24131-25 T21: 2 2 1 1 21 2 1 2 2 1 2 2 2 2 2 2 3 1 3 2 2 3 2 z 3 2 F S1aYaN Plo`e 20.BH-SIAM 2 2 1 2 2 1 2 2 1 3 2 z 2 2 2 2 J 2 2 9 2 2 J 3 Galen Six. 20131-R643 2 2 t 2 2 1 2 2 1 2 z 2 2 2 2 2 z 2 2 2 2 2 J 3 F SaYC Gston Sire 15131-20.13) J 2 1 3 2 1 3 z+ 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 cusllnn So. 16.131-16.+b 3 2 1 3 2 1 J 2 1 3 2 2 3 21 2 3 21 2 3 2 3 3 2 3 Ga.at Sae 14,131-Islas 3 2 1 3 z 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 33 1 3 suylesl 1...1a.tb J 2 1 3 2 1 J 2 1 3 2 2 3 2 2] 3 2 3 2 3 3 3 3 E4 Hile 31 eW 2 3 1 1 z 1 3 1 2 31 1 12 3 2 2 3 z 3 J 2 2 3 2 2 4 3 uslcm CSire 20. 131-31.963 J 3 1 3 3 1 3 3+ 3 3 2 3 3 2 3 3 2 3 3] J 4 3 Sandal Ploiea 25I9t-26IN 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 9] 3 Galen Sine 24+31-25.29J 3 x 1 3 2 1 3 2 1 3 2 2 3 3 2 3 J 2 3 9 ] 3 3 3 6S Cwlmm Size 22.131-.1J0 N 3 2 1 3 2 1 J z 1 3 2 2 3 2 2 3 3 2 3 3 3 3 J 3 Gulmn Sue 20131-MIN) 3 2 1 3 z 1 3 2 1 3 2 2 3 2 2 3 2 2 3 9 3 3 3 3 Conlon See O.D1-A.Ib 3 2 1 3 2 1 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Cuclon 5ixe I6.131-111.Ib 3 z 1 3 2 1 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 S... 13IN' -16IM 4 2 1 4 21 1 4 2 1 4 2 2 4 2 2 4 2 2 a 2 3 4 2 3 Eg .ts 36.464 3 3 1 3 3 1 J 3 1 3 3 2 3 3 2 3 a 2 3 4 3 J 4] CMtan sae X131-3n463 3 3 1] 3 t J 3 1 3 3 2 J 3 2 J a 2 3 4 3 3 4 3 C..sine 34.+31-36.va J 3+ 3 3 1 3 3 t 3 3 213 131 z a a z 3 a 3 a 4 a M' STmtivE P.30994-Na30 3 J t 3 3+ 3 3+ 3 3 z J 3 2 3 3 z 3 a 3 a a 3 Wifan see Va131-MM 3 3 1 3 3+ a 3 t 3 3 2 a 3 2 3 J 2 a 3 3 a 4 3 Gaston airs 20.131-30.+W 3 J 1 3 3 1 3 J 1 3 3 2 3 J 2 4 3 2 a 3 3 4 4 3 shon.i1 261H'-28130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 a 3 3 4 3 J E01Wne a2.464 J 4 1 9 4+] 4 1 3 4 2 3 a 2 3 4 2] a 3 3 5 3 M Coom Sue 33.131 J246] 9 4 1 3 a f 3 4 1 3 4 2] 4 2 3 a 2 4 4 3 4 5 3 S1 dard Piu4ea N.+64--as 130 4' 3 1 4] 1 4] 1 4 3 2• 9 2 4 4 2 4 a 3 4 43 -MWM4UM GASH HEIGHT FOR FLANGED WINDOWS I5: TIP TO TIP HEIGHT -49.391 MMTMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 18.391 MINIMUM GASH HEIGHT FOR FLANGED. RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.B06 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -4Bb6 Glace Type Oe69rlption(Usted hairs Exte Uor to Interior) B NUT AN..0XF SG. Y16' AN 9 YIF HS, CXF SO. Yt6- HS 10 IN16' UG: 1/8' AN CAP. AIRSPACE. 118- HS, .ONF SO, 1/8" HS 11 13116- UG: 15-AN CAP, AIRSPACE, YtE AN, 09(156, Y15' AN 12 tY16 UG:1/B'TIP CAP, AIRSPACE, VW HS..090' SG, 118- HS 13 fYt(FLIG 118'TPCAP,AWSPAOE,Y15'AN,.0WSG.Yt6"AN 14 fYt(FLKLWlVANCAP,AIRSPACE, 1/B-HS, .09P SG. 1/6 HS 15 1Y15- WIG: Yt6' TP CAP. AIRSPACE, Ilr HS..090' SG, OF HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EOUAL-LEG WINDOWS, SUBTRACT Y FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERNWE THE WINDOW SIM. 2) FOR SEES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SEE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ME LAMED TO A MAXIMUM POSITIVE DESIGN PRESSURE OFF FOR NEGATIVE DESIGN PRESSURES ME UNAFFECTED. INSTALLATION OPTION 1 ANCHOREDTHROUGH MAINE INT0 M WOOD FRAME OR BUCKBTRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT FIXED VISIBLE LIGHT HEIGHT T EXTERIOR a EACH END NOANCHORS REQUIRED IN FLANGE OR EQUM.i G FRAME SILLS SASH VISIBLE LIGHT HEIGHT loglffiffl w: \ SEE TABLE NOTE B, FOR HEADTYPE -- TYP.ANCHORTYPE. ' EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE e \ 48 3 USE 1 SWEEP LATCH 2 MIDSPANOR 2 BOTTOM LOOKS OPTIONALHI-RISE SILLSHOWN.SM SHEET IO FOR STANDARD SILL. VERTICAL SECTION B-B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO CONCRETEICMU SEENOTE2,THISSHEET. EMBEDMENT — EMBEDMENT Ib'MAXSHIM 114-MA(SHIM I T SASHVISIBLE LIGHT WIDTH EDGE DISTANCE 1 _ I'VEDWSIBLE IE� LIGM WIDTH 31 ` S�pR SB TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V —�I � tb' MAX. SHLN DACE APPROVED MULLION, FTC COMPUANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY S1 VERTICAL OR HORQONTAL.TABLE8 SRiATE PROPERTIES. TABLE B. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL ... Anchor Substrate Min. Edge N9n. Embedment Distance P.T. Southern Pine (SG=0.55) 9116" 1-316' #12 Stee4 Aluminum 6063-T5 On. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Slud. a. 33 nin. 318" 0.045' 18 Go °410 Concrete(ITin. 3.35 ksi) 1° 1-3/4" 1/4 410 SS Un9routed CMU. (ASTM C-90) 2-1/2" 1-114" C" P.T. Southern Pine (SG=0.55 1° 1-3/8" Concrete (rain. 2.85 Rsi) 1- 1-3/8° 1/4" Steel Un9routed CMU,(ASTM C-90) 2-1/2' 1dl4° Macon P.T. Southern Pine (SG=0.55) 1 1° 1-318' A) MIN. OF 3 INNFJIU] ULTUNU I Xt MtIAL Junl I1W It M USE ONLY FLATHEAD ANCHORS IN JAMBS, PANIHEXh Ar HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)-UNGROUTED CMU-VALUES MAYBE USED FOR GROUTED CMU APPLICI NOTES TYRANCHORTYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH ® SASH 8 FIXED LITE: TIP TO TIP WIDTH -5.1T HEIGHT(EQUALiNE) TIP TO TIP HEIGHTU -3.T3- HEIGHT(PROVIEWI ®FIXED LITE: TIP TO TIP HEIGHTQ a 3.T8' ♦NSASH: TIP TO TIP HEIGHTQ- I IBY HEIGHT (CUSTOM SASH) ®FDLEO LITE: TIP TO TIP HEIGHT -SASH HEIGHT -3.55- @SASH: SASH HEIGHT-4.60' 1) USE ONLY SUBSTRATE-APPROPRNTE ANCHORS LISTED ON TABLE 0. FOLLOW EMBEDMENT AND EDGE DISTANCE LAARS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8, ALL WOOD BUCKS LEW THAN 1-1127THICK ME TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1Q' THICK OR GREATER 1XAN0MBUCKS (MIEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m Y W > S m K ON o o -10o N Op Jm y O 0 U¢ m= Z W CaZ-1 O U_U ' O� FwJme ar mZ ag i n z Z � 2 LL O n ® m j Z O Z W hers X Q Z It INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. �2] (�` L FIXED VISIBLE LIGHT HEIGHT 19 43 BUCK HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR a INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMO SUCKSTRIP INTO CONCRETELMU -----r--1 SEE NOTE 2. THIS SHEET EMBEDMENT -I EMBEDMENT L II.— 114-MAXSHIM 114-MMSHIM -�-I EMBED -M ME'NTEDGE EDGE I {.� SASH VISIBLE 1] LIGHT WIDTH 1 EDGE DI I DISTANCE MAX SHIM 19 I L---- 1--J FIXED VISIBLE -1 WIDTH . SEE TABLE NOTE B, FOR � ILJLIGHT 11/ i HEAD TYPE TYP.A...... YPE, 44 EMBEDMENTAND EDGE DISTANCE PER SUBSTRTAB�B.SEE I 31 R 59 6 I TYP.ANCHORTYPE, EMBEOMENTANDEOGE DISTANCE PER SUBSTRATE, SEE TABLE 6. 46 3 UE LAIC 1 SWEEP NON2 TO MIDSPAN OR 2 BOT/MLOCKS OPTIONALHI-RISE SILL SHOWN. SEE 1-WEEIP 92 SHEETIOFOR NOTCHAT STANDARDSILL EACHENO t/4-MAx. f5HIM NOANCHORS REQUIRED IN FLANGEOR EQUAL LEG FRAME SILLS - VERTICAL SECTION B-B BUCKWIOTH EXTERIOR HORIZONTAL SECTION A -A v -�{ I+- 114-MAIL SHIM Pine APPROVED MULLION. F OMPLIANT ALUMINUMSTEEL FRAMING UM OR STEEL STUD. MAY SE VERTIGLL Oft HOR20WAL. SEE SUBSTRATE PROPERTIEGTABIEO. INSTALLATION EQUAL OPTION4 LEMON ANCHORED THROUGH FRAME FRAME INFO METAL SHOWN Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine(SG0.55) 9116, 1-318" #12 Steel, Aluminum 6D63-T5 min. 3/8" 0.063" 10-0 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 nin. ]18' 0.045" 18 Gal " Concrete (min. 3.35 ksi) 1" 1-314' 1/4'410 410 SS Ungrouted CMU,(ASTM C-90) 2-10 1-114" CIS P.T. Southern Pine (SG-0.55) 1" 1-31W Concrete (min. 2.85 ksl) 1" 1 /4" Steel ll&acon Ungrouted CMU, (ASTM C-90) 2-1/2" 11-3/B" -1/4" P.T. Southern Pine(SG0Sf- 1' A) MIN. OF 3THREADS BEYOND THEMETAL5U&STRAI[. B) USE ONLY FLATHEAD ANCHORS IN JAMBS, PANHEXIFLAT HEM TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) -UNGROLRED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS NOTES TYRANCHORTYPE. EMBEDMENTAND VISIBLE LIGHT FORMULAS: (SHOWN FORMS RJSESRC; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 0 FIXED LIM: BUCK WIDTH -4.IT HEIGHT(EOUAL-LICE) BUCK HEIGHT2 - 3.23' HEIGHT(PROVIEWI @FIXED LIFE: BUCK HEIGHT2 ♦ 42T @SASH: BUCK HEIGHT2-1143- HEIGHT (CUSTOM SASH) @FIXED UTE: BUCK HEIGHT- SASH HEIGHT -25S @SASH: SASH HEIGHT -4.6SF d 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 0. FOLLOW EMBEDMENT AND EDGE DISTANCE UMIT5. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INFO WOOD AS PER TABLE B. ALL WOOD BUCKS LESS THAN 1-1? THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX MOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 141 THICK OR GREATER. IX AND 2X BUCKS WEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT MSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING, m_ w I 0 y 3 O o Orn N m � atop O 7 Li N OJ 2 � O Zo 0, Oa a u¢i z W O Z I WLU rZ OILI > p O Z W 0 N z w 0 O ® 9 W F U Po S Z w X laa.s z VI Q W O Z IN ?ON,ICENS,e P:' P �. No. SB]05 �Cc ��10RIDP.. IIC, ' 'ONAL ENG�� A LYNNMILLEN.PE. INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES I EDGE GE DISTANCE D STANCE 2�] I \" FIXED VISIBLE LIGHT HEIGHT J 19 43 BUCK HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR 1�P NOTCH AT - EACH END TYRANCHORTYPE, EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE: SEE TABLE 9. I- EMBEDMENT EDGE DISTANCE EMBEDMENT SEETABLE9. 114-MAX SHIM \ v4-MAx. sHun 13 USE ETTHER 1 $WEEP HATCH Q9 MIDSPAN OR 2 46 55 BOTTO/MLL/OCKS l STANDARD SILL SHOWN. SEE 33 pFSHEET FOROR OPTIONAL MI-RISE SILL EDGEI EMBEDMENT VERTICAL SECTION D-D 114' MAX SHIM SASH VISIBLE J LIGHTWIDTH I l �, FREDVISIBLE LIGHT WIDTH aUCKWIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION. FBC — COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL MD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE S. SMS(G5). SEE TABLE 9, INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge pstance Min. Embedment 2-11T x.113" BOX Nail P.T. Southern Pear (SG=055) St16' 2.438 2-112" x .131" Common Nail P.T. Southern Pine (SG=0Z5) 318' 2A38 2-112 x .145 Roofing Nail P.T. Southem Pine (SG=0.55) 3'8' 2.438 2-t12" x .145 Roofing Nail P.T. Soulhem Pine (813=0.55) 3I8' 2A38 P.T. Southern Pine (SG=D.55) 1l2' 1.375 B10 Steel Trusshead Seim or #12 Steel, 18-8 or 410 SS Screw 0 125- Aluminum, 60 115 min. wig, 0.125 0050'A38 Steel W16' 0.05 0.095" (18 Ga) Steel Stud, Gr. 33 min. 5116' SM A) MIN. OF SUBSTRATE. EMBEDMENT I WRANCHORTYPE, EMBEDMENT AND EDGE E PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS T OR & FOR HI -RISE SILL) WIDTH ® SASH & FIXED L(TE: BUCK WM -4.12- HEIGHT IEGUAL-LITE) BUCK NEIGH IR - 3.23' HEIGHT(PROVIEVA ®FIXED LITE: BUCK HEIGHT/2 • 4 29- @SASH: BUCK HEIGHTQ- HA3- HEIGHT (CUSTOM SASH] QFIXED LITE: BUCK HEIGHT - SASH HEIGHT-2, W @SASH; SASH HEIGHT -4.fi0' NOTES 1) USE ONLY SUBSRRATE-APPROPRNTE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN M1MY BE USED ONANYSIDEOFTHE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Ue o m w uf y O & o y Tn o =mo O 1 (7 N Y Z_ Z pw Z UU O ZLLm mu n U U d O V aB � W p UA V a 'oM o>P Q 9nn m �2m Z Z j 0 BU O m $ ® w Do N ZZ Ia,vS Qm LL � J Q 1 w W o J I\ a .I "II 2.5(W 3.185' 2060' —� 2 ur 2284a• �T } t125 2sas• ---I .afir LBY LE2.724- z.nr 2.724• F 4• 1.489, .06Y .062' 1 .O6Y 1.125' O FLANGE FRAME HEAD OHE$U3 FIN FRAME 1 O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB 0 JAMBGRAII FIN FRAME Ir OEOUAL LEG FRAME JAMB 2841• W7 OFUW GE FRAME SILL 2.19P 2.)96• J 466 2.J 11' T 062- .wr } J— 9O EQUALLEGFRAMESILL OINTEGRAL FIN FRAME SILL +— 2.223- 1.3W' ---i .12P 1)P I �j 2211' 2.15P I .BEY SASH O SASHTOPRNL O DEDMEETNGRAIL GHLRSEOTTOMHAIL- 2.798' 4a33• T 062' !- O 1 INTEGRAL FIN FRAME SILL -HI-RISE 2,)9a ---I OEQUAL LEG FRAME SILL HMiISE 22T3• ----1 SILICONE HOT -MELT BUTYL SOSUOT T POLY,)BUTYLENE tPo'NQM. STRUCTSJUURAL 3H6'NOM 2.nr (�{8 —p�p�I 1 NTH FOAMCWTRI UCJ 2105. .fKT I DESICCANT 1.2135' DESICCANT •06r I UT. GLASS ' I IXDEGIC —m-� 13W F� '1 1]00 �+— INF. GLASS INT. GLASS )0 KODISPACE 45G TPS T1 SUPER SPACER' NXT 1R OSASH BOTTOM RAIL n BASH SIDE RAIL 1.446• .62r .d0- 'l.634' .465-1g.12 —�.61T Imo——�096'� 1 'mP Ij�% .BOY U 80Y ��II��II��I�444rIII 90Y II1.3)P F^ 0)P OTO'.045' �I1 OSP �If}= OHODANCHOR roSASH STOP COVER ®IGBEAD s6 IG SNAP BEAD O5N6'IAMIBEAD )7116•IAMI BEAD ALUMINUM POLY160BUTYLE!fINT. CANTFILL REINFORCEMENT 6E&16'NOM ROLL-FORMLICONE SEAL BUTYLB STAINLESS DESICCANTFOAMIXTGLASG IXT. GLASSINiGLA55 GLASS )2 DURASEALPSPACER T3 XL EDGE' SPACER m In > _ >y O G N O Jm �� Z Z LL tOp m UJI UUd M¢ .wP uy ao On a. < oZm V Z z j = LL O O ® m W tl tS Z m yr N a � O O z y w � � NO.58705 SAT'F (U�� iFiSo. F� ORIDP.-�LG�� A LYNN MILLER. PE PE/S9]RS TABLE them 1 11' 51 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR) 4 51 40 HEAD INTERIOR 41 JAMB q 0 INTERIOR C3 JAMB FIXED MEETING RAIL SASH BOTTOM RAIL SASH d SIDE 16 RAIL JAMB R 3T INTERIOR 39 SILL TABLE 10: MATERLL. PROPERTIES USED 51 FOR ANCHORAGE CALCULATIONS' ] INTERIORgr 51 NOTES : 1) ALL CORNERS TO USE GASKET AND/OR SFAIANT. 2) SOME PARTSIOPTIONS NOT SHOWM ON DRAWING FOR CLARITY. PGT Par1N Desenipgon Ma4163-T52 fi92D01 Head. Flange Al.. .ppwvM nwmp7'�c•W W FMd apiainuL Dsv LL NO, I iCarmt lWit liddMer w R o n w� �ry i v 0 J O u p w c, m x w d "ois p z a "< 0 a o 2 Z �' m o f o w°o 4 w 3 O K Lou °:aa J r w p W Z O m ' ••a e O O LL O Raas — Z i i W z to Z J Q •uv ® m o a U o V ' . ,.+s `111111111 r11rx �.Op1Y LYNNMi I,, �� A,\x ..ENS -" /, ,4 e`er• e....FP: * No. 58705 #. �O.. S A OF ](/ :1LOPRO P:' G?� A LYNN MILLER. PE P E. Same 2 fi24017 Heatl. Integral Fin Alum. 3 829028 Heatl, EquaHeg Alum. d 62400d Jamb, Flange Al.. 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 25 624020 Jamb, Inlegml Fin Alum. 54 Jamb, IMeg21 Fin NsedFarAltemale Ratlius Top Head) Alum. 2fi 624031 Jamb.Equalleg Alum.6A Jamb,EquaNeg Nsed For Altemale Radus Top Head) Alum. 2 7 624002 Sill, Flange Alum. fi06&lfi 8 624078 Sill, Integral Fin Alum. 6083-T6 9 62d029 Sill, Equal4eg Alum. 6063-T6 10 624003 Sill, H-Rise. Flange Al.. 6063-1fi 11 624019 $III. M-Rise, Integral Fin Alum. 6063-T6 12 624030 $III. MRise. EquaHeg Alum. 6061)6 13 62400fi Sash Tap Rail Alum. 6005A-T61 t4 62d005 Feed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - HiRise Al.. fi063T6 16 62d068 Sash Bgltom Rail Alum. fi06.i-T6 1] 62400] Sash Side Rail Alum. B063T6 18 624051 Heatl Anchor Laver Alum. 60fi3-T6 19 624015 Sash Stop Alum. 6061T6 ZSA 624009 IG Bead Alum. 617fi3-75 25B 624011 IG Snap Bead Alum. fi0fi3-T5 26 624013 5l16' lami Beading Alum, fi063A6 2] 629028 ]A 6" lami Beading Alum. fi0fi3T8 30 6TP247 Glazing Beatl. BWb Virryl kr N624023 Vinyl 31 61P248 Glazing Bead, Bulb Vinyl for N6240098 p624011 WmJI 32 724048 Sweep latch (@ Top Rail) Cast Zinc 33 624049 Bottom latch (@Sill) Alum. 6063-T6 3a Setting Bock (1/8'%12'%4') Neopmre 35A IG Setting Block (1/8' %3/4' %4� Neoprerla 35B R4014 JIG Snap Selti� Block Vinyl 38 ]24044 Bottom Rail WealM1ersidp Extension 3] 72a053 Sill Gasket Polyethylene 38 T24p50 Sash Top Rail Gasket Polyethylene 39 .]24055 Sash Bottom Rail Gasket Polyethylene 40 R405] Heatl Gasket Polyethylene 41 T24083 Meeting Rail Gasket Polyethylene 42 612260 Sash Bdlom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" K .187°, Fin Seal (@ MR) 44 6]S1fiG Wealhersln0..i70"%.270'. Fin Seal (@Sash Side Rail) 45 Weathersirp, .170' %.18]', Fin Seal (@ Top Sash Rail) 46 �az Balance with CoterBTdm Rigitl Vinyl 51 781P50X 1" PH EMS (Assembly) Stainless Steel 55 7834M #8 %3l4' Ph. PN EMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Varies ]0 - KommMing Kotlispace 4SG TPS See Sheet ]1 Guanex Super SpacernM 70 ror 72 Cuanez Puaseal Spacer Materials 73 - GrNcel %L Edge Spacer Td - Dow ]91, B99 or GE AW Bachbedtlin9 Siliwrle Material Mirt FT Min F. Steel Sensor 92 ksi 120 ksi 1Ba Be.5crcN 60 kci 95 kci 4109crew 90 ksi 110 ksi Eko MOaCm& QIO SS Eka CreleFlex® to kzi II7.4 kit In kci 1®9kci fi0S315 Alrvnimm 16 ksi Z2 ksi A36 Steel 36 ksi' S8 ksi Gr. 335teeI S1W 33 ksi 45 ksi M IAM I• MIAMI-DADE COUNTY 0M 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) w .miamidade.eov/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 "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. LVIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy. of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence 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. 18-0627.01 Expiration Date: August 23, 2023 Y6117)[6 ApprovalDate: August23,2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/18/18 and updated on 07/25/18, 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). Manuel er z, P.E. Product Conti E aminer NOA N-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6'h Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 Manuef Pe ez P.E. Product Control x iner NOA No. 1 - 62701 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THEQUANTFOR ANCHOR TIES FLORIDA BUILDING CODE. INCLUDING THE HIGHVELOCDY HURRICANE ZONE(HVHZ). TABLES 12-1, J .0 Imo— _ SEE TABLE512-14 2J' O.G I 9- 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3B IN THE HVHZ. THE OUTBOARD LIM (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MLAMI DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOME" PINE, A5TM C90 CONCRETE MASONRY UNITS AND CONCRETE WRH MIN, KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I-lW TACK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS OVI ARE OPTIONAL D UNIT IS INSTALLED DIRECTLY TO SUBSTRAMMOD BUCKS DEPICTED AS 2X ARE 1-1? HE THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDAND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, COR) OR ARCHITECT OF RECORD, (AORL 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SU ANCHORS MUST BE SEALED. OVERALL SEALING & FIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND ME SCOPE OF THESE INSTRUCTIONS. 6)114" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE ME PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. O DESIGN PRESSURES: SEE WEEF A NEGAINE DESIGN LOADS BASED ON STRUCTURAL B CYCLE TESTING AND GLASS PERASTMEI3W. NOTESMIS: B. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AST. I;ALL / IIGHD fig- SASH IKE FMED TC VISIBLE / VISIBLE / BUCK LIGHT LIGHT HEIGHT " 34-3R'FREO E LL VISIBLE LIGHT HOE ;NEEf B I ]5'BUCK WDM Ham— ]6'OVERALLVADM --�{ DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE. SEE TABLES 2-11 LARGE B SMALL MISSILE IMPACT RESIBTANF A 22-1? USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROMASCET. 2) KNOWING YOUR OPTION (DATER U. RATONG WINDOW CONFIGURATION AND Ste, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 1 2-I1. IS MUST EQUAL DESIGN PRESSURE REQUIREMENT FORME ETFOR E WINDOW OPENING OBTAINED IN STEP t. O.C. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES I2-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE 1 INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN 9'MAX. INSTALLATION. IB12' NOTE: DESIGN PRESSURE RATING DETERMINATION MAX. IS THE SAME PROCESS FORALL FRAMETYPES (FLANGE. INTEGRAL FIN OR EOUAL LEGIBOX), TYP. FLANGE XO ELEVATION (OX SIM.) MAX. DIMENSIONS ALLOWED SHOWN 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINOLOADS FORANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. ME 33 ID% STRESS INCREASE HAS NOT BEEN QUANTITIES USED IN ME DESIGN OF THIS PRODUCT. ME 1.6 LOAD DURATION FACTOR WAS USED FOR ME SEE TABLES 15.18 EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR FMTERWLS SHALL MEET ME REQUIREMENTS OF ME FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCESLEST REPORTS M 113-7891 & 18-1891B1; ELCO ULTRACON NOA; ELCO CMTEFLE( NOA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSVAF&PA NOS &ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. GMa TFI>o DoaHPBon (Listed ham EebHor m lnbtlml DP Table Anchor Table XOI1'.0, XOIOX XOX STD STD HD STD1 1/6-AN,.OM VB. 1IV AN 2 12 15 2 lir HS..09P PVB, ll6 HS 312 - 16 3 Y10"AN..wO"PVB, Y16'AN 312 16 4 13 VLIi:1IW AN CAP, AMPACE, II6-AN..AU-PVB, 1/B-AN 412 15 5 IXIW IG: LIT' M GP. AIRSPACE. VF Aµ.090-PVB. t/B-AN 312 15 6 1Y16- LIG: 3116' AN CAP, AFtSPACE. I6 Ah..O PVB, 1/6-AN 312 16 7 1MIE LIG:NIV TP CAP. AIRSPACE, VB- Aµ .OA-PV61/6'AN 3 l2 - 16 6 3H6' M,.OJO' SO, 3'16- AN 5 13 14 1T 9 T16- HS,.03P SG, 31t6- HS 5 13 14 18 10 1116-LIG:VT'AN CAP. AIIRSPACE. 31W Aµ.0sr' SG, WIV AN 5 13 14 1] fl 1YtE1JG:1/6'TPCAP,ARSPACE,Yt6-AN..DA-SG. YI6-AN 5 13 5 13 Tor HS 5 13 19 16 t9 ti'ifi LXi: Yl6'AN GAP,AW6PACE. VB'H5, .090'BE VWNS 5 fi 11 13 19 1T 15 1116 RIG: Y16-TP CAP. AXPA .1/6- HS tM BE, 1/6' HS 5 8 11 13 14 18 SG= KURARAY SENTRYGLAS' INTERLAYER BY KURARAY AMERICA. INC. PVB= KURARAY TROSIFOL® PVB INTERLAYEB BY KURARAY AMERICA. INC. AN=ANNEALED HS=HEAT-STRENGTHENED TP=TEMPERED 12- O.0tr O.C. I C 56 SASH AS FIXED fi3' VISIBLE VISIBLE OVERALL LIGHT / LIGM HELGM fir BUCK HEIGHT S45H VISIBLE LIGH 55-318"FIXED VISIBMUGHT MEPHOLE NOTES: 1)1.518-X .300` WIM PLASTIC BAFFLE. 2)1 WEEPHOM LOCATED AT4-FROM EACH END. 3)1 V/EEPHOLE LOCATED UNDER EACH MEETING RM. a/O OC. g. 1ITBUCKWIDM �� THIS SHEET SEE SHEET IT FOR �I�-- 40' OVERALL MOM INTEGRAL FIN ANCHORAGETYPE TYP. FLANGE XOX ELEVATION &SPACING MAX. DIMENSIONS ALLOWED SHOWN GENERAL NOTES....__..._._........._.._1 ELEVATIONS_ .......__........................_..:1 CODES/STANDARDS USED: GLASS TYPES TABLE ... ........ ._... .._...1 •2017 FLORIDA BUILDING CODE(FBC). 67H EDITION DESIGN PRESSURES. ..._.______....... 2-9 •ASTM E130D09 ANCHOR QUANTITIES.__..__._....._.._10.14 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION I INSTALLATION I ANCHOR SPECS.......151] •ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ......._........... :... 18 •AISI S1DO-12 CORNERASSEMBLY_.......................... 19 •a3C 360.10 PARTS LIST— ....... _..--- ................... 19 m n 0 u o0 0 c A m�RS N N m 0 M. O 029 ~ mN0 i� �c3 c G O Sy0 9 OiN $g y N ZN my m2 m$0 s n yN S T O T$ Fm N ZO La o u o u o u o m 59 m s s � sN � N to m m u N Nm NC� m c_ ? m N � F GI N N2 N Z m3 A Z nNO 3 A A A Y ® a ymn ss W 4a m NON V 4o a NAm m ITT CG � z Nc' m e m Pz g Na w — R _cgi DR ITT 0 C S m N a G pad �F 9��, 1070 TECHNOLOGY DRIVE Nws+on: IrF �9 `yam 4p' N. VENICE, FL 34275 �Q�Y@$ `yF• '4 'y0 (941)480-1600 jrl¢=D 1Ay INi11r ® COPYRIGHT02018 PGT INDUSTRIES. INC. r v O o 5 := CERT. OF AUTH.O]9i% ALL RIGHTS RESERVED S yC., _ ^ya` ALUMINUM HORIZ. ROLLER INSTALL. (LM) 0 06/30/18 DESIGN PRESSURE TABLES m JENS ROSOWSKI P 110A 2OF19 oio 7710NOA-1 i m e�000000 p A yNy N jo L V m 1O � fT O g •�• a tJs N N N N O O V� O O O O O m IO a � o 0 0 0 0 0 O 0 0 0 0 0 0 0� N C N fmT N N Vmi N N� a N — 0 0 0 0 0 0 0� J( 0 N N N N N� N N C 0 0 0 0 0 0 0 0 0 0 o S o� O 0 0 0 0 0 0 0� f N p� a� 'O 'O O O d ry _ N N N N N N N N� 6 W O O O O O O O� N� a_ a� 0 0 o N .'JA o 0 i N N 0 0 0 0 0 m L y+ 1A0 V N O p N� a N y F + + + ppF11 N N f0 7 N N N N 0 0 0 0 0 0 0= N � C Ln ,Qn' m ,uO1, Poi y°1i r'n' i m O �O � a — N Tno T"o. O Off' k Q { f N N N N N N N 0 0 0 0 0 0 0 N N a to � 0 0 0 0 0 0 0 N f +q F + F + Fy N N N N N N N DI N N N GI N N N ,p2 � N W N N !OT N (Oli N 4' p m o 0 0 o a o o a a W 0 0 0 0 0 0 Overall Width Glass Type: 4 Design Pressure (Ibslif) for XO & OX Windows Meeting Rail: Standard 22-11F Overall Hgt. 37" Overall Hgl. 49' Overall Hgt, 55" Overall Hgt. 63" Overall Hgt. 20' +65.0 -80.0 +65.0 -80-0 +65.0 -80.0 +65.0 -80.0 +65.0 -90.0 25- +65.0 -80.0 +65.0 60.0 465.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49' +65.0 60.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67- +65.0 60.0 +65.0 -80.0 165.0 -80.0 +65.0 -80.0 +65.0 -71.3 74' +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 64.9 overall Width Glass Types: 8 thw 15 Design Pressure (lbsife) for XO & OX Windows Meeting Rail: Standard 22-7/8- Overall Hgl. 1 37' Overall Hgl. 49' Overall Hgt. I 55' Overall Hgl. 63" Overall H91. .0 -110.0 +80.0 -1100 .80.0 -110.0 +80.0 -110.0 +80.0 -110.0 .0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37'.0 -110.0 +80.0 -110.0 +80.0 -110.0 80.0 -110.0 +80.0 410.0 U .0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 .0 -110.0 +80.0 -110.0 +80.0 All +80.0 -110.0 +80.0 -101.9' .0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' .0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0' 13N6'NOM. ( GLASS STACK AIRSPACE .Wp-mB 19"AN GIASS 118-MGIAS6 31 74 �OR 1e 1l 140M. GLASSanE EXTERIOR 7o-]3 OR 3B GLASS TYPE 4 lm NDM. GLASS on EXTERIOR a 1W16'NOM. GLASS STACK AIRSPACE mp'K' 8-AN OR TP G(ASS 1IB-HS GLASS Icy I316-NOM GLASS STACK AIRSPACE -09P SG 1W AN OR lP GLASS 1 116-AN GLASS In-NOY. GLASS an EXTERIOR a GLASS TYPE 11(TEMPERED) 1116-NOM. �+ GLASS STACK AIRSPACE I OSPSG AN OR >C.,ARS • tl6-HSGLASS m Y 7 m m 3 " Of L] m In N U' N o i +dap O f O 0. Z Z 2LLm e6 S LU Uo On a, g n _ LU fLU O W ¢ N 5p > � 2 mZ m, 0 Of W W J m oho w n j rc O DO DO DI S W MOO j a OO z z w U UU W �R 1 1?NOM. 1®OR 18`� Irz-NOM. O\.C�,ON GENSNM/�a''i GLASS ttPESO-16 GLASS BnE GWSS BITE F'• EXTERIOR EXTERIOR MAY NOT BE USED / } No. 58]O6 WITH INTEGRAL FW \] - * /J • FRAMES 7073 90-]3 --p ,�/[ NOTES: 93 OR 3B 131Oft 3B =11 Srf' f`�a GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) '��'''-. TATE DF ; a, 1)OV Ml-(OP TO TIP) DIMENSIONS SHOWN FOR INTEGRAL FWAND (LS \ATOPoOP,:' \�C 1NE ,LBIE TMANDOINS. SU RACT I- FROM ETP-TO-TIP DIMENSION IN GLASS TYPE 13 (TEMPERED). GLASS TYPE 15 TEMPERED) '��'�iss/ANAL 00N h 1VAL 2)FORSIZESNOT SHCN . ROUND UPTOTHE NE)LTAVAILABLESUE. ALYNN MUST. PE PEPSI M TABLE 6' STYPES 8-15 'GV MAYNOTBEUSED WITH INTEGRAL FIN :11 DO FOR GI -ASS TYPES Bd0015 0 FRAMES I� 13`,v NOM, 1 1 GLASS STACK 1.16-NOM. �- GLASS STACK I� 1Y16-NOM. I GLASS STACK U16-MOR AIRSPACE I .090-SO AIRSPACE 'O9m so HS GLASS VB-AN OR 1IB-ANOR UW 116ANGIASS TPGIASS� 1WHSGtASS TPGUBS .090-SG TP GLASS 31 74 31 74 74f�i'OR 1 ) 1�OR 1 IWNOM. 1®OR *OR V VINOM. GLASS BGE GLASS BITE *,6 E%TERIOR EXTERIOR E%TTEE%T 3 70.73 70-733®OR i3 OR 3B ®OR GLASS TYPE B GLASS TYPE 10 (ANNEALED ) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) NOTES : 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR EQUAL -LEG WINDOWS, SUBTRACT 1-MOM THE TIP -TO MP OMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO WE NEXT AVAILABLE SIZE. Olerall Glass Types: Blhw 15 Design Pressure (Ibslft2) for XO 8 OX Windows Meeting Rail: m 4 w Of n Of ❑ E m o 5 u, (9 ry �rc wop K Q o0 z z ZW W 0 OJ ^ n ^ 0Um O� J Fu 5v0 0ZQ ow^ e ^gym + m oZ s` Z W J 0 w J 0 FQ- m 0 O � � w o ® m IJ 0= aK ❑ S fIT W I:a65 JG W LLO 0 ] a o_ - Z_ Z w O J m W Q ❑ ant asap sgw5 `ON vcENoe... NO. 58705 .P �KCS � :P10RIDP, ' G\�O 'ONAL rrllllllllll` ... aJ'�0- 4l . 0):' 1 f ;_D =a n u e u a u s � 4 N N I N N y I c N I W e I I I N I U I N N O N p' 3 p 3 e O 3 O\ 3 Y gg 3 O 3 N 4 N G y\ 1 s y\ 1 u I a S s e u s u s u a u e u a N O • • jL • N (Opyl N Ay N W N NN N p 01 W m W OI IJ N W W W 0 d y W W 0 fJ m b W V N OI A N N O O W W A Ol 4f N N (O� W O m Wp O+ O fOJ W d J W N N O fOli (Wy V O O N v m m N N W W N W N N N W N N N O 41 W N W N i m m W W W W O W O W O W O W O W O O W O O gi W O W O W O W O W O W O W O W O S O O O O O O O O O O O O O O O O O O O O O O O O m � o O O O O O O O O O O O O O O O O O O O O=� O O O O O O O O O 0 0 0 0 0 0 0 0 0 17 i F i F # + ! ♦ + + � ID O O pF1 O O O p+ O pad p♦� p+1 O p♦� O O O O b o O O O O O O O O O O o O O 0 0 O 0 O 0 O 0 O 0 O 0 0 0 0 0 0� b C a � o v 0 o 0 O 0 O o o 0 O 0 O 0 o o 0 O 0 o 0 0 0 0 0 o O x F h + + + 4 F +p ♦ f ♦ + + ♦ W � O O O O O O phi O O O O O q+ O y! 0 O 0 O 0 0 0 0 0 0 O 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0� X a O O� O O� O O O O O O O O O O O O O O� O x O O O b + + # # ! 1 + ♦ r r r F F # h ! ♦ a a + + A O- W W W N W m W W N W W W W W W W W W W IR O W O O W O O 0 0 0 o 0 0 0 0 0 0 0 o N C O N G C N O C Al O C O O O O O O O W N W O o C m N o C O N 0 C 0 G N 0 O 0 C O 0 O 0 O 0 O O 0 C o O O O S b + + + ♦ h + + i ♦ ! fq +y } r + r } W O ,tWD W O O tWJ O O y!� IJ O y1 O O O O Or, pF� O O O O O N VJ O W O �O 10 O C If1 N N a N E1 (SI t� SI fSI ISI (S1 b � 41 O 10 W O O W O O W O O O O O O 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 460-1600 Ry. COMIGW02018 POT INDUSTRIES. INC. CERT.OF FOTN. N29i96 Aq RIGRTSRESERVED ALUMINUM HORIZ. ROLLER INSTALL. (LM) 11106130118 DESIGN PRESSURE TABLES =m' JENS ROSOWSKI S C ID 50F19 oil 7710NOA-1 n O= O D 9�T fmll G mf 1 i ORZ z z °m oy S i oo z sA3 ym cQ; y� r S z C C p+H p w D O`GAS a m 11 N O y �yA 0 a y _ $ a F g 4 zv z ud �p ap u 0 0 Y N A o O yy �N Y N N N m d m n m m mC wa i N GS h a Z -L1 a - z ,n N N CGC A 3 N \\\1 I/,� Ferision: ?Nola �} �., 1070 N. VENICHNOLOGY DRIVE n SoEg�, . �.• ''� N. VENICE, FL 34275 �i• •• :50, (941)480-1600 =2+om ® $ 8 {L N O :r COPYflIGAL RIGHTS SGTSERVES lE6, INC, a 9 CERT. OFAU1H. p29296 ALL RIGHT6 RESERVES x '- S "ALUMINUM HORIZ. ROLLER INSTALL. (LM) a 06/ 0/18 i m �'. �'YFF'•••'��`�,J a DESIGN PRESSURE TABLES Sm JENS ROSOWSKI P 710A 60F 19 V 6 7710NOA-1 t D N W fO N V m W A L a 3 3 ' 3 3 3 � 3 a tuff s uW n u n u a u1J s u a u� u a w a j+_ tJ 1gN0 _ O p� j N _ •OmNf A N O N m N A N Ell N N N Om1 41 T P Oml W • N W OI fJ ' U O w fOJ W fOif O O N O N bl fJ +� 41 fD m O W N J U+ Q A N N O O F. % d m w m N? J S NN m O N m qA JI o V Cl m U' m m yO� m W O� m Q 0 0 N m N N m W N N N m N N Am N ONJ N N N N N O w N N m N \!mq m m m m m m m m m m m m 0 0 0 0 o b o 0 0 0 0 0 0 0 0 0 o c o 0 o b a o w o ° o m di 8/ � 611 bi 66 k k� g g g g m 1n m k m m m m� m rA m m O o O O O O O o O O o 0 0 0 0 0 0 0 0 0 0 0=� m m m m q m m m m m m m O\ N m m N m m m m m m m m m N N (T N U� N N UI N 41 m N N O m C O O O O O O O O O O O O O O O O O O O O O O O O O G a a mgm g rem�g g m& m&16 g g m m m= 0 0 o w o 0 0 0 0 0 0 0 o w o 0 o w o 2 C 0 0 0 0 0 0 0 0 0 0 o w w o 0 0 o m m rn m m m m #p m m m 1q p� m m q 1 m p 41 u u u°ii p+� p+1 y .... m m m m N N N m m m m m m N N N O O O O O O O O O O O O O O O O O O O O O O O O O O a x m m m6 m m� m m6 m m m m616 m& & & & & 6�� k 0 0 0 0 0 o w o o p c c w w w w c c c c c c w c w x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m m m m m m m m m m m m m m m m m m m m m pf p N m m N m N N m N m m (T m m N N m m N N m m N N m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �epg&�mam& & & & &m& 6 &ro��m�mrnmma w w o 0 0 o w w w o w o? c c c o 0 o w o 0 o w o 2 p1� # p+� p� p4� p� p Fp y p� i } p#� F i +♦ i+ h i Fq m NN m N N m m N N N N m N N {mll VI N fmq N N m m N N (r m N O O O O O O O O O O O O O O O O O O O O O O O O O G� ep ry N= N m m a� m m m m a, m = 0 0 0 0 0 0 o w o 0 0 0 0 0 0 o w o 0 0 0 0 o w o x 4 0 0 0 0 0 o a e o 0 0 0 0 0 0 0 0 o c e o 0 0 0 0 0 !4 w in p#� + 4 #m ♦ ♦ h ! ♦ i + F pi1 F + p!1 ♦ + ♦ + 4 F 4 # + i � N fT (mll N N N lmll H N N N N lmll m N N rn N N N N N N N N N N W� w O O O w O 0 0 0 w O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 y a a mma,a,mma,ma,ma,mggg g& �.6 � & m= c c c o 0 0 0 0 0 0 0 o w w w o w o o ? o PA I 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o c o o w o 0 Overall Width Sash Configuration Width Range (in) Glass Types: 6, 7 Design Pressure (Ills/fe) for XOX Windows Meeting Rail: Standard 21-1/8" Ovemll Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" 01era11 Hgl. 63" Overall HgI. t/4 ±±/rt� 12.038 - 12.052 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 �0.0 +65.0 �0.0 44" %3t/3%s 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �, ±/ry4 12.038 - 13.302 +65.0 -80.0 .65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49 t t t -/3-/ 13.303 - 16.675 + 65.0 �0.0 + 65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 �0.0 t/, +/ ±/, 12.038 - %333 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 53-1/8" t/3-t/3 ±/S 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -80.0 61" t/3-t/3-%3 16.303 - 20.675 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 12,038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.98 76' custom 20.053 - 22.185 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 430.0 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 .80.0 +65.0 .80.0 t/q yry -24.082 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +6&0 -80.0 +65.0 -74.1A +65.0 -67.5B 92-118" custom 24.083-HAS5 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 t t/ t/ /3 3 1 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65,0 -80.0 +65.0 .80.0 -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -74.1A +65.0 .67.5a 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .77.9 t/3_%3 ±/3 27.186 - 32.675 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +� ±� -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1- +65.0 -67.58 109' custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -72.0 t/3%3 ±/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Y&-t/ry4 •--29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 1136/8" custom 29.464-33A85 +65.0 -80.0 +65A �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 t/3-y3 %3 33.186 - 38.222 +65,0 -80.0 +65.0 �0.0 465.0 -80.0 +6&0 -80.0 +65.0 -80.0 +65.0 -76.9 Ya-t/ry, •--31.052 +65.0 -80.0 +65.0 �0.0 465.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 120' custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -75.7 +65.0 -68.4 custom 33.186-38.222 +65.0 -80.0 +65.0 410.0 +65.0 430.0 +65.0 -80.0 +65.0 A0.0 +65.0 -71.3 '-MIN. SASH WIOTH (FLANGE WINDOWS)= OVERALL WIDTH -56 556 2 -- MIN. SASH WIDTH (FIN & EQUAL{EG WINDOWS)= OVERALL WIDTH- 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EOUALIEG WINDOWS. SUBTRACT I' FROM THE TW-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WNDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXTAVAILABLE SIZE. -xuu I.rc 1 '-750 FOR GLASS TYPE 7 EXTERIOR a �y IN16-NOM. GLASS STACK O6PFVB j�� 176-AN GIA55 12-NOM GLASS on !2 2>- r > o Li N o :lop 0 0 O� p m o 010 _ W ZLLn ^� n W U m .Rp o¢ Q O � < 2 oZ m K W I m O r 0 W ® J D= g 0 O = w 0 a o w z In zIn n O J W ¢ o "N GENgN Q:' 9 �.: No. 58705 /I 44 =p'•. 7 TABLE 10 �, TI6'AN GLASS 090-SG L16' AN GLASS 30 23 ( +ppmredv•omPlyior�R614 1?NON. Plva4aB 3'm00 GLASS ARE pau EXTERIOR ) NUAO a Niad Pndva Co 74 p_ 32 GLASS TYPE 8 111"OM. GLASS STACK AIRSPACE .090'SG 5-AN OR m Y TP GLASS 3116-AN GLASS j o m m 3 *aa Q/3\Q1 ]4 p m � om o w �/ ( U' N O alo0 Of 0 Q 0 1 R 1 12'No.. 01 �" f0 Z GLASS an J J O a m Z O EXTERIOR Z LL W a ¢� UUo u R 70-73 1l OR 3 owp 0 m GLASS TYPE 10 (ANNEALED) z z m GLASS TYPE 11 CrEMPERED) w m J m LL O F 0 rc w m ® m N_ w N A IaayS 'GLASS TYPES 8-15 € = W MAY NOT BE USED < E d O WRH INTEGRAL FIR O • FRAMES z z ¢ L7 V J w Q ❑ a111,11 oWRALLvnDTH-58.556 ` µY LYNN ", "MIN. SASH WIDTH IFUINGE WINDOWSI' Z `.........,_�� CENS C i OWRALL'MDTH-57555 -MIN. SASHNADTH(EOUALIEGWINDONS)- 2 * : No. U705 1F - NOTES: ,AOT'. 5 AT�4-,- 1)OVERALLCHP TO TIP) DIMENSIONS SHOWN. FOR EOUALIEG 7� W W DOWS, SUBTRACT 1-FROM THE TIPJCO TIP DIMENSION W THE TABLE ` TODETERMINETHEWINDOWSRE. ' aa11jNAL1" 2) FOR SIZES NOTSHOWN. ROUND UP TO THE NE)(T AVAILABLE SIZE. A LYNN MILLER. PE P EN 58705 0lerall Width Sash Configuration Sash Witlth Range (in) Glass Types: 8, 10, 11 Design Pressure(IhsHtZ) for XOX WindaWs Meeting Rail: Standard 21-1/8" 0lemll Hgt. 29" OLerall Hgt. 37" Overall Hgt. 49" Overall H91. 55" OLerall Hgt. 83" OLemll Hill. 12.036 - 12.052 +80.0 -110.0 +80.0 -770.0 +BO.D -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44' 1/y �/� �/a 12.053 - 15.008 +80.0 -110.0 a80.0 -710.0 +80.0 -110.0 +80.0 -710.0 +80.0 -110.0 +80.0 -170.0 T/4 � � 12.038-13.302 +80.0 -110.0 +80.0 -710.0 +80.0 -710.0 +80.0 -170.0 +80.0 -710.0 «80.0 -tt0.0 49" 13.303 - 16.675 +80.0 -110.0 +80.0 -170.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +� 72.038 - 14.333 +80.0 -110.0 a80.0 -110.0 *80.0 -110.0 *80.0 -110.0 +80.0 -t 10.0 +80.0 -110.0 53-1/e' 1/G �/s_t/a 74.334 - 1g.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 *80.0 -110.0 +80.0 -110.0 t2.038-76.302 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -170.0 +80.0 -770.0 +80.0 -110.0 61' 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -710.0 +80.0 -770.0 1/4 t/z � 12.038-20.052 +80.0 -710.0 +g0.0 -710.0 +80.0 -710.0 +60.0 -it0.0 +80.0 -170.0 +80.0 -99.2 76" custom 20.053-22.185 +80.0 -110.0 +8D.0 -110.0 +g0.0 -110.0 *80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 �/� T/� % 22.186-25.675 +80.0 -110.0 +80.0 -710.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 *80.0 -110.0 �a-1/z � -24.082 +g0.0 -t 10.0 +80.0 -710.0 *80.0 -710.0 +g0.0 -110.0 +80.0 -101.0 +g0.0 -90.5 92-7/8' custom 24.063-26.785 +g0.0 -710.0 +g0.0 -710.0 +80.0 -71D.0 +g0.0 -770.0 +BD.O -170.0 +80.D -705.2 26.186-31.048 +80.0 -110.0 +80.0 -710.0 +80.0 -71D.0 +g0.0 -110.0 +80.0 -170.0 +80.0 -102.3 +/a+� � -25.3D2 +80.0 -110.0 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303-27.185 +g0.0 -110.0 +B0.0 -710.0 +g0.0 -710.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -102.7 %T/3 %s 27.186-32.675 +80.0 -110.0 +g0.0 -110.0 +80.0 -770.0 +80.0 -110.0 +80.0 -110.0 +BO.D -9g.9 T/q �B-� -28.302 +80.0 -710.0 +80.0 -710.0 +80.0 -770.0 +B0.0 -110.0 +80.0 -101.0 +80.0 -90.5 109' custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 a80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 30.166-36.675 +80.0 -110.0 +80.0 -110.0 *80.0 -710.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 +/z t� -29.463 +80.0 -710.0 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/e" custom 29.464-33.105 +80.0 -170.0 +80,0 -170.0 +80.0 -110.0 +80.0 -170.0 +80.0 -108.5 +80.0 -94.1 �] 1/] 1/D 33.78fi-38.222 +BD.O -110.0 +g0.0 -110.0 *80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 -31.052 +80.0 -110.0 +g0.0 -110.0 +80.0 -t10.0 +80.0 -110.0 +g0,0 -101.0 +80.0 -90.5 120' custom 31.053-33.185 a80.0 -110.0 +g0.0 -110.0 +g0.0 -170.0 +80.0 -710.0 +g0,0 -102.9 +BD.O -91.5 custom 33.186 - 38.222 +80.0 -110.0 +g0.0 -11 D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 .eve Overall Width sash Configuration 1Nidth Range In n9 Glass Types: 9, 12. 13. 14. 15 Design Pressure (Ibslft2) for XOX Windows Meeting Rail: Standard 21-1/8' 0lerall Hgt. 29" Overall Hgl. 37" Overall Hgl. 1 49" OM:mll Hgt. 55" OLe211 Hgt. 63' Overall Hgl. I 4-% -il, 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44' t/3 i/y-t/a 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y y4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" t 1 t/ /3-/- 3 13.303-t6.675 + 80.0 -110.0 + 80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 *80.0 -110.0 ty -y y4 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 531/8' 14.334 - 18.050 +80.0 -110.0 +BD.O -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 *80.0 -17D.0 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 AMO 61' 1/3 %y%3 16.303 - 2D.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4_t/rt/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +Sao -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -24.082 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 180.0 -110.0 +80.0 -110.0 +80.0 -106.7' 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3- 1/r%a 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 % /rt/ -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7- 97- custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8M0 -110.0 +80.0 -110.0 +80.0 -110.0 t/a-tom �s 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 t/4 +/ y4 " - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 109' custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 t/a '/a j/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %4-Yz-y4 -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -1MY 113-5/8' custom 29.464 - 33.185 +80.0 -110.0 +MO -110.0 +80.0 -110.0 +80.0 ' -110.0 +80.0 -110.0 +80.0 -110.0 %3-% -/a 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �e-t/z-1/4 - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 710.0 +80.0 -110.0 +80.0 -105.7- 120' custom 31.053-33.185 +80.0 -110.0 +BD.O -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -710.0 -- MIN. SASH WIDTH (FLANGE WINDOWS)= OVE Wiu wlu In-an.»e 2 - MIN. SASH WIDTH(EOUALiEG WINDOWS)= OVERALL WIOTH-57,666 2 'GLASS TYPES 8-15 MAY NOT BE USED %WW INTEGRAL FIN • FRAMES NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EOUAL-LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO MP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 116" HS GI -ASS 30 I 23 1fY NOM. GVSS BRE EXTEERRIIOR 74 32 GLASS TYPE 9 1Y16-NOM �� GLASS STACN AIRSPACE so 118-ANOR TPGIASS 118'HSGIASS 31 ,OR 18 fNOM, G EXTERIOR IW16-NOM. 1 GLASS SFACN AIRSPACE .880-SG VIWANOR TP GLASS 1AI'HS CLASS 31 74 OR 1 12-NoM G ASSB E EXTERIOR u_ m Y o j n z ..a K O o On o 'l00 U' zW PcN 0� Z Z zLL a¢ Lu O J VO o a, Z o Howl a 9 z ma Z m y Of J J m LL J w Q M W m ¢ O l�us i 5 O x an w W < o z O z z r e � V J w Q O yT ? No. 58705 ' ATE � A. LYNN MILLER PE. i Glass Types: 1 thnT Quantities for XO & OX Windows r Meeting Rail: Standard " Overall Hgl. 37" Overall Hgt. 49" Overall Hill. 55' Overall Hgt. BY Overall Hgt. d 8 Sill m Head 8Sill Head8SillHead 8 Sill Heatl 8 Sill EC2+1 2 1+C2+1 2 1+C2+1 3 1+C2+7 3 1+C2+1 3 in,hor C2+1 2 NC2+1 2 NC2+1 3 1+G2+1 3 1+G2+1 3 C2+1 2 1*C2+1 2 1+C2a1 3 1+C2N 3 1+C2+1 3 C2+7 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 C2+1 2 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+C2+1 3 C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 Glass Types: 8 thW 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22-1/8" Overll Hgl. 3T Overall H91. 49" Overall Hgl. W Overall Hgt. 63" OLerall Hgt. Width Head 8 Sill m Head 8 Sill m Head 8 Sill E. Head 8 Sill ,Ea Head 8 Sill 20" 1+C2+1 21 1+C2+1 12 1+C2+1 3 1+G2+1 3 1+C2N 3 25' 1+C2+1 21 1+C2N 12 1+C2+1 3 1+C2+1 3 1+C2N 3 3T 1+C2+1 2 1+C2+1 12 1+C2+1 3 1+C2N 3 1+G2+1 3 49" 1+C2+1 2 1+C2+1 12 1+C2+1 3 1+C2+1 3 1+C3+1 3 61' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 6T 1+132N 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74' 2+132+2 2 2+C2+2 2 2+C2+2 13 2+G3+2 13 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: ANCHORS SASH INTHE 2S MAK.O.C. ____ 9•MM nnrz• MM O.C. -� MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12• MAE.O C. I 2-ANCHOR CLUSTER DETAIL Glass Types: 8 lhW 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall 22-118" Overall Hgl. 3T Overall Hgt. 49' Overall HgL 55' Overall HgL 63' Overall Hgl. 76" Overall Hgt. Width Head 8 Sill m Head 8 Sill m Head 8 Sill m Head 8 Sill m Head 8 Sill Head 8 Sill m 20" 1+02+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+G2+1 3 1+G2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 1+C2+1 4 37' 1+C2+1 2 NC2+1 2 1+G2+1 3 1aC2+1 3 1+02+1 3 1+C3-1 4 4T 1+C2+1 2 1+C2+1 2 1+G2+1 3 1+C2+1 3 1+C3+1 3 1+G3+1 4 61- 1+C2+1 2 1+C2+1 12 1+C2+1 3 1+C3+1 3 1+C3+1 3 t+G4+1 4 6T 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+03+2 3 2+G4+2• 4 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+G4+2 5 6-MA%. O.C. 7 3-ANCHOR CLUSTER DETAIL a•MAa.oc. -- 'r- 4-ANCHOR CLUSTER DETAIL NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION IN THE TASTE TO DETERMINE THE WINDOW SUE. 2) FOR SIZES NOT SHOWN. HOUND UP TO THE NUT AVAILABLE SIZE rn ?i *aa rc - O m o alw W Ury O m tt O Zo ZLL zip m ri _ Z -Wj n x W O W E rc =n r > oZ a^1 u N ? w LU J O W m Ha m LL O o ® � N K O x z < I»us Q o z � O K o Z p n w O � J _ U al Z 'aa0 zaua5 1 vIU un1TT 011Y LYN/V .. LICENSE S No. 58705 i * A OLerall Witlth Sash Configumlion Sash Witlth Range tin) Glass Types1, 4, 5 Anchor Quantities for XOX Windows Meeting Ralr Standard 21-1/8' O�e211 Hgt. 29' O`e211 Mgt, 37" U�emll Hgt. 49" Ow211 Hgt. 55" Ove211 Hgt. 63" Otemll Hgl. Head 8 Sill Head & Sill m Head & Sill s ,, Head 8 Sill Head 8 Sill Head 8 Sill E 1/a /2-Y4 12.038 - 12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 121 HC2++I+C2+1 131 HC2+1+C2+1 3 1+C2H+C2+1 3 44° t/sue/i�/s 12.053-15.008 1+C2H+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1aC2+1 3 %a J/z 1/4 12.038 - 13.302 I+C2+1+C2+1 2 HC2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2H 31 1+02+1+C2+1 3 1+C2+1+C2+1 3 49" 13.303-16.675 HC2+1+CN7 2 1+C2+1+C2+1 2 1+C2*1+C2+1 2 1+ M+1+C2+1 3 1+C2+1+C2+1 3 1+C2+ 7+C2+1 3 Y2-Y, 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2H 3 53.1/8' '/3-'/a 1/s 14.334-18.050 1+C2+1+M+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/p1/z-y 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 3 1*M+1+C2H 3 1+C2+1+C2H 3 61' %r1/z-�i 16.303 - 20.675 1+C2H+C2H 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+ 2 1+C2+ C2+1 3 HC2+1+C2+1 3 HC2+/* C2+1 3 �/z ?� 12.038-20.052 1+C2+2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 2 HC2+2+C2+1 3 1+U+2+C2+1 3 1+C2+2+C2+1 3 ]6" custom 20.053-22.185 HC2H+C2+1 2 HC2+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 3 HC2+1+C2+1 3 1+C2+1+C2+1 3 22,186-25.675 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 0C2H+C2+1 31 1+C2H+C2+1 3 y4-yz �/4 "-24.082 1+C2+3+C2H 21 1+C2+3+C2+1 2 1+U+3+C2+1 21 1+C2+3+C2H 3 1+C2+3+C2+1 31 1+C2+3+C2+1 3 92-11V custom 24.083 - 26.185 1+C2+2+C2H 2 HC2+2+C2+1 2 1+12+2+C2+1 21 1+C2+2+C2+1 3 HC2+2+C2+1 31 1+C2+2+C2+1 3 1/i�/i+/� 26.186-31.038 1+C2+HC2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 T/41/2_%4 ^ -25.302 HC2+3+C2+1 2 1+C2+3+C2+1 2 L+C2+3+132+1 2 1.C2+3+C2+1 3 1+C2+3+C2+1 31 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 HC2+2+C2+1 2 HC2+2+rl+C2�3�C2+1 +2+C2+1 3 1+C2+2+C2+1 3 HC2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 HC2+2-M+1 2 HC2+2++2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/2 i/4 -28.302 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3++3+C2+1 3 1+C2+3+C 3 1+C2+3+C2+1 3 109° cus\an 28.303-29.185 1+C2+3*C2+1 2 HC2+3+C2+1 2 1+C2+3++3+C2♦1 3 HC2+3+C2+1 3 1+C2+3+C2+1 3 custom 29A86-31.038 1+C2+3+C2+1 2 HC2+3+C2H 2 HC2+3++3+C2+1 3 1+M+3+C2+1 3 1+C2+3+C2+1 3 120' 1/i �/z �� -31.038 1+C2+3+C2+1 2 HC2+3+M+1 2 1+C2+3++3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 -" MIN. SASH WIDTH (FlANGE WINDOWS)=Uv LL .u.. -° MIN. SASH WIDTH )EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: II"MA%. O.C. —I�y 2-ANCHOR CLUSTER DETAIL 1ANCHORAT ANCHORS CENTEREDATTHE CENTEREDATTHE IN THE THE SASH MEETING RAIL 3ANCHORS PT THE FMED LITE MEETING MIL JAMB 22-10 MAX. O.C. 1 ANGHOR AT 9 IT MA%O.C. THESASH 9" MAX' NOTES' / X Q X —T 1)01)TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG MEETING MIL REPEATANCHOR PATTERN AT SILL WINDOWS, SUBTMOT P FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE m Y W 12 �n S •:a K O u o N N o amp Q C7 Z Z Z e _ W `o LL b¢ O U GS a u mp W o i v9 o Z V ? m IY j W Do Q m LL 0 O ® m ry IV IY O x Q I VS � $ z 0O a U JJ Z " Y LYryN4fi .. G P�. UCENSF'':Y(F No.$8705 � *f _ "1111111�" A LYNN MILLET. Overall Width sash Configuration sash Width (i Rangge (in) Glass Types: 2. 3. 6. ] Anchor Quantities for XOX Windows Meeting Rail: SLantlartl 21-1/8' OWemll Mgt. 29' Ove211 Hgl. 3T 01e2II Hgl. 49' Overall Hgl. 55' Overzll Hgl. 63' Oherzll Hgt. Head & Sill 5 Hand & Sill ry H lac & Sill m HeaE 8 Sill n Hea0 8 Sill ? Heatl 8 Sill 5. �i art/4 12.0M-12.052 HC2+1+C2+1 2 1+C2+1+C2-1 1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2a1.C2+1 3 44' �a-�i �/i 12.053-15.008 1+C2+HC2+1 2 1+C2+1+C2+7 2 HC2N+C2+1 2 HC2+1+C2+1 3 1aC2N+C2+1 3 1aC2a1aC2+1 3 12.0M-13.302 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 3 1+C2+1+C2a1 3 1+C2+1+C2+1 3 49• %-%�/a 113.30 -16.675 1+C2+1+C2+1 2 L+C2+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 3 I+M+1+C2+1 3 1+C2+1+C2+1 3 1/4-y2-Y4 12.038-14.333 1+C2+1+C2N 2 1+C2N+C2N 2 I.U+1+C2H 2 1+C2+1+C2+1 3 t+C2N+CN1 3 I-C2+1.C2N 3 511/8' %-%% 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 hC2+1+C2+1 2 NC2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2a1 3 12.038-16,302 1+C2+1+C2+1 2 1+C2s1+C2+1 2 1+C2+1+C2,1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1aC2+1 3 61- %� % 16.303-20675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HL2.7aC2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.038 - 20,052 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2a2+C2+1 21 1+C2+2+C2a1 3 1+C2+2-C2+1 3 1+C2+2+C2+1 3 76- custom 20.053 - 22,185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 2 1+C2+HC2+1 3 HC2+1+C2a1 3 1+C2+1+C2+1 3 s -1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 YA-YYY4 --24.082 14C2+3+C2N 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3 M+1 3 92-1/8- cuslam 24D83-26ASS 1+@+2+C2H 2 1+C2+2+C2+1 12 1+C2+2+C2+1 2 1+C2+2+C2+1 3 HC2+2+C2+t 31 1+C3+2+C3+1 131 Yryi -1/a 26.186 -31.NB 1+C2+1+C2+1 2 1+C2a2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2a2+C2a1 3 1aC3+2+C3+1 3 yry4 -25.302 1+C2+3+C2+1 2 1+03+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97- custom 25.303-PASS 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2a1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/%rt/ 2].196-326]5 1+C2+1+C2+1 2 7+C2+2+C2N 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2N 3 HC3a2+C3H 3 y y% -28.302 1+C2+3+C2+1 2 1+C2a3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2a1 3 1+C2+3+C2+1 3 1+C3+3+C3+/ 3 109- custom 28.303-30.185 HC2+3+C2+1 2 1+C2+3+C2+1 21 1+C2a3+C2+1 21 1+C2+3+C2+1 3 1+C2a3+C2+1 3 1+C3+3+C3+1 3 '/r� �/s 30.186-36.675 1+C2+2+C2+1 2 1+C2+2+C2a1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y y_Y4 ••-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2a1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 11Y5/8- custom 29.464-33.185 1 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+CE+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/rY Yi 33.185-31L222 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2a2+C2N 2 HC2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+Mal 3 /rYi -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 H2+ C3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120- custom 31-111-33.185 1+C +3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2H 3 T. +3aC2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 i+C2+2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 HCN3+C2+1 3 HC3+3+C3+1 3 •• MIN. SASH WIDTH (FLANGE WINDOWED = OVERALL WIDTH -58.556 2 ^ MIN. SASH WIDTH IEOUALIEG WINDOWS)= OVERALL WIDTH-5T556 2 NOTES: I) OVERALL (TIPTOMP) DIMENSIONS SHOWN. FOR EOUALLEG WINDOWS. SUBTRACT I• FROM THE TIP -TO -TIP DIMENSION W THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12-MPJL OC. 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS TH� ME�GRAIL 22-1rz•MAX.oc 21 O lATHI�E`R'ED NT H E JAMB LITE MEETING FIAFICHORAT�/2M9.X Mi l REPEAT ANCHOR PATTERN AT SILL m ILI> 3 0 25 3 -•+a ❑ o oza w o � slop � Q N 0 Z LL W - Z n Z W Uas o J "0 F LU as N O W ra oa o W Z Z W J W J 0 a LL O O T¢- N m of B r H 0 F G I<,—' o Z C _ . LN � JU Z of >D sv.:5 �,"00 LYNN4/ . VICENSF*-N1e,C ¢: P t * : No. 587O5 A0 S A OF 10NAL ENG�s• A rllllllll\1 A. LYNN MILLER PE. P E 058i05 Owmll Width Sash Configumtion Sash Width Rangee(in) (i Glass Types: 8. 10. 11 Anchor Quantities for XOX Windows Meeting Rail: Slandard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Owmll Hgl. 49' 0lemll Hgt. 50lemlt HgI. 5' 63' Oremll Hgl. Head 8 Sill E Heatl 8 Sill n Head 8 Sill c m Head 8 Sill m Heatl fl Sill m Head fl Sill �z-� 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2a1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 44° 1/3-�r�a 72A53-15.008 NC2+1+C2N 2 1-C2+1-C2+1 2 HC2+1+C2+1 2 1+C2+1+C2H 3 HCp HC2+1 3 HC2+1+C2+1 3 14-rV 12.038-73.302 1+C2+I+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2a1aC2+1 3 1+C2+1+C2+1 3 49 13.303 - 16.675 HC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2v1 3 4-�4 12.038-14.333 1+C2+1+C2+1 2 1aC2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53 1/8" �a-�r�i 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.038-I6.302 1+C2+2+C2+1 2 taC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2aC2+1 3 HC2+2+C2+1 3 1+C3+2+C3+1 3 61• 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+U+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 HC2+1+C2+/ 3 1+C3+1+03+1 3 y4 JI �/4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+4 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+CZ+HC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2++1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/r1/r1/3 22.186-25.675 1+C2+HC2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 3 I+C3+1+C3+1 3 1+C3+1+C3+1 3 %4-1Z y4 "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+4+C2+1 3 1+C3a4+C3+1 3 1+C3+3+C3+1 3 92-118" custom 24,083-26.185 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+M+2aC3+1 3 Yi`/a-1/a 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 HC3+2+C3+1 3 1+C3+2+C3+1 3 %r1/r1/i —-25.3D2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+4+C2+1 3 HC3+4+C3+1 3 1+C3+3+C3+1 3 9r custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 21 HC2+2+C2+1 2 1aC2+3+C2+1 3 1+C3+3+C3+1 3 HC3+2+C3+1 3 1/a-1/a 1/a 27.185.32.675 7+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3a1 3 1/4-1/2J/4 .28.302 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109• custom 28.303 - 30.185 1+4M+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 30.186-36.675 HC2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2aC3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1� 1/r� •• .29.463 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3H 3 HC3+3+C3a1 3 113-5/r custom 29.464.33.185 1+C2+3+C2N 2 7+22a3+22+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 I+C3+3+C3+1 3 %rYa-1/i 33.166-38.222 2aC2+2+C2+2 2 2+C2a2.C2+2 2 2+C2a3+C2+2 2 2aC3+3.C3+2 3 2aC3+3+C3.2 7 2aC3+2+C3.2 3 %J/r1/4 "-31.052 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 I+C3+4+C3+1 3 I+C3+3+C3+1 3 12V wstom 31.053 - 33.185 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 1+C2a3+C2+1 2 1+C3+4+C3+1 3 7+C3+4+C3+1 3 HC3+3+C3+1 3 custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3a3+C3*2 3 2aC3+3+C3+2 7 2+C3a3aC3+2 3 •' ON. SASH WIDTH FLANGE LNNDOWS)- OVERALL WIDTH-58556 2 •' ON, SASH WIDTH IEOUAL-LEG WINDOWS)- OVERALL WIDTH -57,5% 2 NOTES: 1) OVERALL ITIP TO TP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINOOWB, SUBTRACT 1• FROM THE TIP-TPTP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SVM 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NE%T AVAILABLE SIZE. II -MA%. O.C. -�—� 2-ANCHOR CLUSTER DETAIL 6•MA%.00 -� r- 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: I ANCHORAT MICHORS THE SASH CENTERED AT THE 3 MEETING RAIL TI 22-t?MAX.00. -�-. a. MAx 1 ANCHORS JAMB ANCHORAT - 12• MA% O.C. THE SASH 9" MA%. X —I- REPEAT ANCHOR PATTERN AT SILL `"- %AY LYN7y ", * : No. 5B705 Ao $rATES �P n RE. Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities forXOX Windows Glass Types: 9, 12, 13. 14, 15 Meeting Rail: Standard 21-118' Overall Mgt. 29" O+emll Hgt. 3T' Cwmll Hgt. 49" Owmll Hgt. 55" Overall Hgt. 63" Overall Hgt. 'a Head 6 Sill Heatl 8 Sill a q Heatl 8 Sill a Head B Sill a Head 8 Sill m Head 8 Sill ,EV 12.038-IZO52 1+C2+1+C2+I 2 1+C2+1+C2+1 2 HC2+I+C2+1 2 1+C2+1.C2+1 3 1+C2+1+C2+1 3 HC2+1+C2+1 3 44' 12.053 - 15.008 1+C2+1*C2*1 2 1+C2N+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 3 HC2+1+C2+1 3 1+C2a1+C2+1 3 12038-13.302 1+C2+4+C2+1 2 1+C2+1+C2+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 3 1.C2+1+102+1 3 1+C2a1+C2+1 3 49' 13.303-16.675 HC2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1aC2+1 3 1+C2+1+C2+1 3 yz--% 112.038-14,333 1+C2+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 s3 ve 14.334-18.050 1 laC2N+C2+1 2 HC2+1+C2+1 2 HC2H+C2a1 2 1aC2.1-C2+1 31+C2+1aC2H 3 1+C2N+C2N 3 +� 12.03B - 16.302 1 1+C2+2+M+1 2 1+C2+2+C2+I 21 t+C2+2+M+1 2 1+C2@+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 18.303-20.675 1aC2NaC2+1 2 1aG2a1+C2N 21 1+C2+1+C2+1 2 HC2+1+C2N 3 HC2+HC2+1 3 1+C3+1+C3+1 3 12.038 - 20.052 1+C2+2+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 HC2+2+C2H 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 HC3+2+C3+1 3 1+C3+2+C3+1 3 22.185-25.675 1+C2+1+C2+1 2 1+C2+1+U+1 2 1+C2+1+C2+1 2 1+C2+1+C2+I 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 /r� ^-24,082 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 2 HC2+4+C2+1 3 I+C3+4+C3+1 3 1+C3+4+C3+1 3 92-11V custom 24.083 - 26.185 1+C2+2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %a-/rys 26.185-31.048 1+M+2+M+1 2 1+C2+2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 V4% % •"-25.302 1+C2+3+M+1 2 1+L2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 sr custom 25.303 - 27.185 1+C2+2a C2+1 2 1+C2+2+C2+1 2 1-C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+M+3+C3+1 3 Y3-yry3 27.186-32675 1+C2+2+C2+1 2 HC2+2+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 HC3+2+C3+1 3 %42 % -28:3D2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+M+1 21 1+C2+3+C2N 2 I+C2+3+C2+1 3 HC3+3+C3+1 3 1+C4+3+C4+1 3 yr%r%3 SEAN-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+CH3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+G4+2 4 yr% % ""-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-518" custom 29A64-33.185 1+C2+3+C2H 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 HC3+3+C3+1 3 1+C4+3+C4+1 3 yi y3 �/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+CO+2 4 %i %--Y4 ••-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+G4+4+C4+1 3 12P custom 31.053 - 33.185 1+C2+3+M+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 HC3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+04+3aC4+2 4 "•MIN.SASHNADTH(FlANGEWNDOWS)- OVERALLMD11-1-50556 2 MM SASH WIDTH (EODAL-LEG WINDOWS)= OVERALL WIO1H-57556 2 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EOUAL4.EG WINDOWS, SUDTMCT 1"FROM THE TIP-T0.TIP DIMENSION IN THE TABLE TO DETERMINE WE WINDOW SRE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX 1 WINDOWS: 22-1R•MAX. I 9' MAX. Ir MAX. D.C. 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL 4•w1x. o.c. � f--- 4-ANCHOR CLUSTER DETAIL MEETING RAIL 3ANCHORS AT MEETING MIL I .wmB THE FI%ED LITE IANCHORAT 12"MAX O.C. THE SASH ...... �____, _J ----J L_ _ a- MAX. X / O X — MFFTNG RAIL REPEAT ANCHOR PfATERNAT SILL h * No. 58705 3 ATE OF .S/ONAL ENG.�. ///llllltt'•I` A ITNN MILLER, PE. INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME IWO M MOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. EDGE DISTANCE 1 Ve MAX. SHIM V OVERALL HEIGHT EMBEDMENT TYR ANCHOR TY WSIBLE LIGHT HEIGHT _L INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE)CMU. 1/MA%. SHIM EMBEDMENTT T—[ SEETABLE NOTE B. FOR HEAD TYPE EDGE DISTANCE 1 PERSUBSTRATE, v INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2• THIS SHEET 1/4-MAI(. SHIM EMBEDMENT 4 I 1 12 EDGE 1T - DISTANCE 35FI%EO tLIGHTMDM VISIBLEUGHTWIDTH ' / 1515 O TYP.ANCHORTYPE, TYP. ANCHOR TYPE. w14 EMBEOM EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE DISTANCE PER DISTANCEPER SUBSTRATE. SEE TABLE 19 SUBSTRATE. SEE TABLE 19 HORIZONTAL SECTION A -A A NOTE B FOR HEAD TYPE S NOTE B FOR HEAD TYPE (SHOWN WITH I G. GLAZING) V LENGTH. CENTERED AT MEETING RML. OVERALL HEIGHT IS OVER W.. Ip'MA%. . EMBEDMENT SHIM EXTERIOR EDGE •TYP. ANCHOR TT DISTANCE EMBEDMENT AN. DISTANCE PER E INSTALLATION OPTION 2 SEETABI-EI9. ANCHOREOTHROUGHFRAME DIRECTLY INTO CONCRETEICMU. VERTICAL SECTION B-B HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) NOTES 1) USE ONLY SUBSTRATE-APPROPRIXTE ANCHORS USIED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMNS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED WTO WOODAS PER TABLE 19. ALL WOOD BUCKS LESS THAN 1-117 THICKARE TO BE CONSIDERED I% INSTALLATIONS. IXACOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IG'THICK OR GREATER. 1% AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILRY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EXTERIOR V ' MWAI-DADE APPROVED MULLION. FRO COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTID/LL OR HORRONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. Min. Edge M" Andmr SVOstote DstanCe EmOMment SDutSem PI.(SG=95EO) I-W& 012 Seel, plwnlnum, 606315 min 0.063- 1" 410 SS Screa An Steal 0063- StinS StW, G% 33 min.0Dm-(IBC) Conmete(inh 1M ks 15e Ile 41055 CMLeFles Un9routLN CMU,(ASTM C 1-Ile SoNSem Pirc(SG=0.5I�r Cancmte (ml 2.B5 kstIyw Ile SIM UIIraCOnSomme Utlgm4atl CMU,(ASTM 11I4- R. ISG-QS 1�IY 1/4- MAX, SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL �TYP.AEMHED CHORTYPE, EDGEDMPI TANCE EDGE DISTANCE PER SUBSTRATE. SEE TABLE 19 A) MIN. OF 3 THREADS BEYONDTHEMETAL SUBSTRATE. B)USE ONLY FLATHEAD ANCHORS IN HEADAND SILL PANMEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANLHORS IN THE JAMBS.. C)-UNGROUTEDCMIT VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. > o n p rc O o 0 O O v 2_ 0 O OJ8 � i¢ W O E= D' tD S W .J... w UUo F z v o� .o.o o>^ u FJ- z ava Z. o K W J W LL O 0 � z N B m J ¢ G K = if O av5 o - 5 Z J h K U � Q y ' J z ""I 11111/I l rr t�ONYGENsN��I No. M705 TE EfF .:'4lu P.E. INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO U WOOD FRAME OR BUCKSTRIP. SEE NOTE 2THIS SHEET EDGE DISTANCE I - INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INFO OONCRETE2MU. I-� 1l6'MAX. SHIM EMBEDMENT SASHVISIBLE J LIGMWIDIN EMBEDMENT EDGE DISTANCE TYPr�RTYPE. EMBEDMENTANDEDGE I DISTANCE PER SUBSTRATE. SEE TABLE 2D. 3 U tY LENGTH. CENTERED 20 ABOVE SASH TANCE PEI! EE TABLE 20 SOB FOTE.R HEAD TYPE. VISIBLE LIGHT HEIGHT BUCK 6 HEIGHT 6 LENGTH. CENTERED AT MEETING RAIL, ANCHORED WITH (a) 18 SCREWS (PO 60). ONLY EXTERIOR i BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH ITS. GLAZING) INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEM0IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET 114'MWI. SHIM EMBEDMENT 6 _r EDGE ] DISTANCE FIXEDMSIBLE LIGHT WIDTH ' EXTERIOR "— MIAMWADE APPROVED MULLION, FBC COMPLIANTALUMINUWNEELFRAMING HORIZONTAL SECTION C-C ORSTEELSTUO.MMYBEVERTCALOR SHOWN WITH MONO. GIADNG MORIZOFHALSEESUBSTRI ( ) PROPERTIES, TABLE 20. REQUIRED IF BUCK NOTES HEIGHT IS CVER G2 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN My BE USED ON ANY SIDE OFTHEWINDOW. SHIMs EMBEDMEM EXTERIOR EDGE TYP.ANCHORTYPE. DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE INSTALLATION OPTION 2 SEE TABLE 20. ANCHOMDTHROUGHFAUME DIRECTLY IMO CONCRETE/CMU. VERTICAL SECTION B-B 2) MASONRYANCHORS MAY BE USED INTO WOODAS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-10THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD SUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ME LAW THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) MS13LE LIGHT WIDM OR HEIGHT KSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. TYP. MCHORTYPE EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 20 8 NOTE 8 FOR HEAD TYPE. —.I 114-MAX.SHIM INSTALLATION OPTION 4 ANCHORED THROUGH 1 FRAME INTO METAL Min. Edge Min. Anchor Submme Distance EmbeEmenl SMhem Pire (SG--B55) 9I16• I-vw i1251ee1. oru0 AlwrNmn, fi081T5 mil MB' OWS SS Screw SS A36 re1 0 SIH Stud, Gr33 min. &M 0.0.(U Ga Con,rele(min. 3.M Ls) 1' 1MA' 1/4'41055 CruteFles UngMWM Chi (ASTM C-90) 2-tn' I-, Soulhem Pun(SG=0.55) 1• 14V8' CcnxNte(min. 2.M asp 1• 1-318• Il6• Steel I.A. Un9amtM CULL MSTM CAD) 2-1n• 1-11V Soulhem Pire ISG=0557 1 1' IaIB' PER SUBSTRATE. SEE TABLE 20 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORSINHEADAND SILL. PANNEX/FNT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) •UNGROUTED CMW VALUES MAYBE USEDFOR GROUTEDCMU APPLICATIONS ILL of m > ofS aU IS ,aB rc L o IS to N o ol aic0 Q V O J ED Z O O po i ZLL i J Wj m m UUd a ry, n F Z ^ V Q ON 0 O W B 0 N 0>m •- Z 0 Z K W J C7 W J LL O S O m O rJ K W I J = O G 0 J 5O Z_ J D J m Q Z arPl 'asap saoa5 ,S�OpY LYNN4' N.. 58705 .� - i S �..<ORIOA.'G��` 'ONAL 1EN�•• A LYNN MILLER. P.E. P.EP5U05 INSTALLATION OPTION 5 EDGE DISTANCE INSTALLATION OPTIONS ANCHORED THROUGH FIN INTO M EDGE WOOD FRAME OR BUOKSTPIP. Imo- EDGE ANCHORED THROUGH FIN INTO 2X 114-MAX SHIM EDGE DISTANCE DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT TYP.ANLHORTYPE, O AND EDGE DISTANCE PER O Il4"MAX SHIM EMBEOMENTANO EDGE SUBSTRATE. SEE TABLE 21 DISTANCE PER SUBSTRATE. SEETABLE21. �- EMBEDMENT I SVISIBLE ' EDGE J�LIGHTWIDTH I 12 17 EMBEDMENT FTczldv efidTgC Xp�lo O EDGE 75 DISTANCE EMBEDMENT UDISTANCE FIXED WSIBLE L T--- A� BUCK HEIGHT EXTERIOR TYP. ANCHOR TYPE. EMBEDMENT ANDEOGE DISTANCE PER SUBSTRATE, SEE TABLE 21. BUCKWIDTH 1 HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) VISIBLE LIGHT 5 HEIGHT 52 v 1 EXTERIOR 3�115 0 40 19 4 15 MWM IANF AAPPROVED MULLION FBC ING 8 ORSSTEELSTUOIMAYBBE EVERRFCALOR HORIZONTAL SECTION C-C HORWONTAL.SEE SUBSTRATE (SHOWN WITH MONO. GWING) PROPERTIES, TABLE 21. ABLE 21' 114'MAX NOTES. SHIM USE CHORSLISEDONT BLE21.. FOLTE ANCHORS LISTED ON TABLE LOW A ANFOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. ANY OPTION EDGE DISTANCE BE USEDATION SHOWN MAY BE USED ONANY SIDE OF EXTERIOR THE WINDOW. � EDGE OItSTANLE 2) VISIBLE LIGHT WIDTH OR HEIGHT 1 (ALSO REFERRED TO AB DAYLIGHT —�{ EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. +I 114'MA%. SHIM N W I j O >N 7 Y Of INSTALLATION S ne W OPTION 6 N _ ' °° G, mi O ANCHOREDTHROUGH O A U) Z PER SUBSTRATE. SEE TABLE 21. Anchor Sub51nM Am. Edge Oatanoa Mar. O.C. Min. Embedment 2-112" x 113' Box Nail Southern Pine (SG=0.551 5116' S" 2d116' 2-I1T r.131' Common Nail Southern Pine (SG=B55) 318" 6' 2 MV 2-1Q'r .145" RwIW Nail Southern Pine (SG=0.55) Y8' Y 2-7/16' 2-1 C a .14E Roofing Nail Southern Pine (SG=1155) 218' S' 2-7116' Southern Fine (SG=0.55) 117 5' 14118' atO Steel TNssbead Screw or 812 Steel. I" or 4105E Sue« 0. 125'Atuminum, Sol min. 5116' 5" 0w OOSPA Steel 910' S" 0.050" 0.045' (16 Go) Slrel Stud, Or 33 in. Y16 5' 0.015' ANCHOAREDTHRGIbn�SUBSTRATE. SEE TABLE 21. 3)ANLHOR TO BE INSTAl1ID WITHIN 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FIN INT02% WOOD FRAME OR BUCKSTRIP. 2-12' OF FIN CORNER_ VERTICAL SECTION B-B .IETAL Q J o i¢ Z o Z LL m o� J n SD UU_o aof J _ y °A r Z P or a Ud or r 'JM.'J O �Zm u Z Z W J —I J Q p J 0 O IXW 0 Ad ® m IJ Z K S O o z QO_ J a r V j Q z Z xp swa5 \on I11l II Il 1, * No. M705y ' 111111111 \I \\\ A LYNN MILLER, P.E. PE a 5870 r �— z.na• —{ r 2.561 — Bbr J OiHMD, FLANGE 17MEE znr 7 i 3651" 062- r O SILL, FLANGE FMME .O6r 1 FT iin• Bsr n SASHPULLRAIL r yI� .5 —�{ 045" �1 I � T95' 95' —•j.fiir �Ttl6'BEAD O9I6•BEAD 2.T24- 7 11 i OHIMEGRAL FINFNFHPIAE — 2.n0 0 z26- Ok SILL.I T RAL FIN FRAME 4 1T0' 2.149' 1.300' I i-�- L3001 ,.,35 00 I 1 1 i n BASH LOCK RAIL tO SASH TOP& BOTTOM MIL TABLE 22. MATERIAL PROPERTIES USED FORMCHORAGECALC[RATIONS: MUI rt Fs S1eN 5cm W t685[rva hsi 610SCmw OW Ek°ILI2GNID 410SSEk°Os1oFNa® P kM lksiIM7 AT kY6WJTSAMmsen kuA]66tM .G,]U&wSIW mi 'ram 2.224' —� r I I 2060' I j f .afir 1 OHEAD, EQUAL LEG FRAME 2.T2<' O SILL.EQUAL LEG FRAME Imo— 2211• T- O HD MEETING NAIL SILICONE STRUCTURAL POLYIS0. 11A• NON. BUTYLENE VAIN OESICU M EAT. GLASS NT. GLASS OKODISPAU D ASG TIPS IA68• -- : T 2]BS .114 OJAMB, FLANGE FRAME 1.2<6• 3.906' 06r i O SHL AOAPIER 2yy2 2��11' J— 15 STDMEETINGRAIL �`555j2'f..112- P.TBfi 062' JAMEL INTEGRAL , FIN FRAME .046• —Ef 11]• r +808" j OINSTALLATION HOLE COVER Imo- IAIS'; NjI� 71OTI . mr -a 7 O SILL TRACK .esr az" O"B. EOUAL LEG 6 FRAME F�:J O WINDLCAD ADAPTER 1-- 1.u6 —J ` StB" OCP 0. ANT111FTCUP T9r T98' 1.(Mr .mB• --I .as - I, SCREENADAPTER tAIGBEAD Ia IG SNAP BEAD HOT -MELT ALUMINUM DESICCANTFILL 8UM REINFORCEMENT POLYISODUTYLENE SEAL SRS NOM. 3/16•NOM. SILICONE SIISNOM. SML STRUCTLIML DESICCANT SILICONE DESICCANT ROLL -FORMED FOAM WITH FOAM STAINLESS STEEL DESICCPNT EllT GW56 E%T. GLASS MT. GLASS M. GLASS BIT. GLASS NP. GLASS T1 SUPER 6PPCEftw 2 SPACEJ[SPACER �La XL OEn m m o OP O Z LL 0 J W W A z a o a a ow n>oa y mZm V Z LL• J 0 LL J O m W� ® m IJ ry j � O tars W �L O o O � Z y O W Q aaU ' s°O s i�a5 `\t\\\illllls[ 1�Q�A cLYIVIV 14 t No. 58705 j V: 101VAL Item 0� Partit Daim ip5on Matadal 1 624038 Head. Fla Flame Al.. 60 m 2 624039 Head, Integral Fin Flame Alurn, 6063-TB 3 624010 Head, Equal -leg Fame Alum, 6063-M 4 U4001 Jamb, Flange Fmme Al., 60GA-16 5 U4017 Jamb, Illegal Fin Fame Alum. 61313/11 6 U4028 Jam0. Equal -leg Fame Al.. 6063-T5 7 624035 Sill, Flange Fame Alum, 6063-16 8 U4036 Sill, Integal Fin Fame Alum. 6063-16 9 U4037 Sill, Entail Fame Alen tyy 3 i8 10 1 624AT4 ISMAdeptar Alum G06316 11 bZ4043 ISash Pull Rail Alum 6w3.T8 624006 Sash Lack Ral At. BWSA-T61 j2 3 624OM11 Sash Top B Bohan Red mum. 6063 Tm 14 624027 11111 Meeting Net Alum. M-W 15 624005 Std. Meeting Rail Alum. 6005A-T61 16 62404T Screen Adapter Alan. 6061Tb 1] 624051 Irrstallation Vole C., Alan, 6063-Tb 18 E4125M imnimosaAcuipar Alum. 6(36375 19 1 624042 ISM Track Alan. 61)3T6 20 624015 An04ift C6p N. 6063-TE 21A 6241p9 IG Bead Alan. fi063T5 21B 624011 IG Snap Bead Alan. 6W3-T5 23 624026 7l1 fi' lami Glaz. Bead Alen. ft 8 m 24 U4013 5I16' Lami GIaz. Bead Alan. E m 30 6TP247 Glazing Bead, BJb Vmyl tar M240138 IFIVQ6 Vm71 31 6Tli Glazing Bead. BJb V m'I W 062400l & k524011 1Amyl 32 712653K Moro setting Block 3l32- X lie X P Neoprene 33A 71715K I Lam, IG Senn, Block 116' x ws- x 1.1114' Neoprene 33B U4014 IG Snap Setting Block vinyl 35 724045 Sweep latch Cast Zinc 36 11298 Weepllole Coler Vinyl 37 41722 Vole Plug Virryl 38 724021 Lock Rat Corer, (LH & R-I) Vinyl 39 724050 Pull Ral End Cap Vinyl d0 7240A8 Roller Housing & Sash Guide Vinyl 41 724052 Fallen Wheels Brass 42 724054 Sash Top Rail Gasket, (lH & RVq Polyethylene 43 n4055 Sash Bot Rail Gasket, (111 & R) Polyethylene 4d n4057 Fame Header Gasket, (ILK 6 RV) Polyethylene 45 M4058 Fame Sill Gasket, (IN 8 RVO Polyethylene 45 724063 Meetm Rat Gasket Polyethylene 50 WeatherstriP..W x.170', Fin Sea] @Sash 51 1 lWeatneadrip..11ir x.270', Fin Sea] @MR 52 1 67070 IBUbVinyl SO 710X15PPAX1110X3'B' Ph Stainless Steel 61 781PDX NB XV Old. PH SMS(Fman. 85ash Assemdy Unmess Sleet 63 - Alumina Screen With Fibeglass Mesh Vanes 70 Kommeding Kodapace4SGTPS See Sheet 18 br Materials 71 Quarles Super Spacer nXT 72 Creams Dmawal Spaces 73 CaNire] N. Edge Spaces 74 Dow 791. 899 ar GE 77W liackbetldne Silicone ACCFkARI V nf:TAll C I7(TR NOTES: 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PART=PInONS NOT SHOWN ON ORAWING FOR CLARITY w > m „N o Eo o 0 as Y n o xmo O On _ OJ iX Z U Z zI` 0 � e6 S W 006 o � y ..v.p h is IN n O W N 1>A ore Z Z m J O W W w m &m I_J ❑ K = w Ivays as a o Z U w V O: a m`` ��?O UGENNN21/'��• No. 58705 Ec D'. A LYNN WLIFF.PE P.E.0567M SCANNED BY St. Lucie County M CAM I•DADE MIAMI-DADE COUNTY ME - - 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) mymmiamidade.¢ov/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 "SGD-770" Aluminum Sliding Glass Door w / 90' & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10110114, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, -P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes 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# 16-0629.06 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 Jorge M. Plasencia, P.E. NOA No. 17-0420.12 Expiration Date: February 17, 2020 9 it'r7 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,_ (Submitted under NOA No. 09-0826.10) ProXJorge M. Plasencia, P.E. duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014) and FBC-61" Edition (2017), dated 04/18/17 and revised on 08/10/17, 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraelear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-611' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS I. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. < Jorge M. Plaseucia, P.E. Prlduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 334/3% 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 DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FRO REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSOAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTLE014, FTL-8015, FTL-6017, FTL-6022, FTLE023, FTL-6324, FFL-6025, FTL-6028, FTL-6031, FTL4i033, FTLS036 AND FTL-7554 CMRi C6AF IYDe pexrlptian ILHaO CPm FxRflm k In4M4 LM mstamkWed 27 Laa.mvlc tfs GMsexM.KM wBk4Wmyer G1A vfs COntiIM Ttl LaecdVa•ts OmavA15.09V PVBHwyar G4 Lava a Gkaa tlHll.DN'GGHnlayrz dA 3'16'Wnlleled 121lan o1111'HS GWawIN.090'3G He,kYa WwlanY aict 0 114'IS C£ ClM 1'lanheled l4:11S TEMerorCap+3�0•Au3Peae+>/16•lem4uk4 Wl8n olY16'HS Ghee wiN.000'wB HakYvr 1'sa satll0.: Ile TE.,d,,Cap. 6'16'MGpeo+]hr U.l.,ai,. UMs.1119HS GIassysn.WPPVB tlerayer IAlnlnatetl L4' 114- T M SPace• Gla.a SG WWaeym vINIV EGA WIT Umkekd(TV ,Acr Cap4 VIV HS WM.MT 1'Lmnl,Wetll4:114'TEaktlar COP+6He'MSpacv+)/I6'laminakC:(2)Dlca olYtE H3 GkaW W,U1.09P 3G 1,¢tlryn G] ]/10'IanlroleP:(M Lon o1Cf10'ANN GIau M1n.09P SG Wcllayar WA Li IAmIIM1ed R)IEa r4t11'ANN GIau v GO VIvMulcE IG.:Y16'TEtrvio(Cp+Y3"S,aae+NIT IUMnaW:R)lea WI1lPAlal Glese Wlln 89l60 WahYcl GBA 1'lAMoled LG.:IfCTE1kAm Gp+5ry6'A68P+c¢+)A6'lamknlN:(2)U2W atY1fi'AIa4Gks•xlln.f9J'SG HetlayWr 'ANT=ANNEALED 'H3'=HEATSTRENGIHENED 'T'=TEMPERED YVB' •.DSO' TROSIFOLm PVB BV NUPMAY AMEND MC. 'SG'=.03P SEMf1YGLA5�RY INRNNY AMENGp INC. DESIGN PRESSURERATING IMPACT RATING SEET l.ES1,2&3ON RATED FORLARGE65MA1 SHEETS6.766 LUSSBE IMPACTRESISTANCE CODES/STANOARDSUSED: FFLORIDIAUUILDING IDA BUILDING CODE (FBC), ON EUMON IDA BUILDING CODE (fBC), 51H EDITION ID0-09A NDS�1015 FOR WOOD CONSTRUCTION DESIGN MANUAL.ADM-2015 1PD GENERAL NOTES ............. i EXAMPLE CONFIGS..........23 GLAZING DETAILS........... 4,5 ANCHORAGE _.......... __. ... 6-14 DESIGN PRESSURES....... 6.8 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 15.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS........... 18.19 PARTS LIST ... _.................. 20 EXTRUSIONS .................... 21.22 CERT. 6ABTHP8168 TGRI F A' AncHor GNUP MMIOT Type Frame Member SvbMmk Min.SIV iNNnca MIn.0.0. 019a n Min' Emnedmantar Mehl Thldneo A 4121"EMS. IFr=60 X.I. F.• 05 kc6 912410 SS SMS, IF, Wkal, Fo 110 k0q NI SvblAem Finn (SG • 0.55) 3110• 7/0• Idr 606115Aluminem WB• _31v WIS. GMT A36 Smel WIG- Dw Gr. 00 Slevl Sm WIF WIS. B.D'S (1S On) IN'Elco Agga,G WW FY•31 kM, Free ksi All COImlelemip 222 ke0 1-1( 0• 1-YS' .tamb/PJ 0k FEW Bbck (ASW L90 Y S• Y JambI P4mok HaUss BBU GASIM CSO Y r 1-V4' Al SwNemE SG•0.55 1- V 1SI8- B M25kaISMS(Gr.6J (012 of ISMS( 5) meld aWamw qp Safkem Pau (SGv0s5) M18' ]IB' 1JB' W5 75AhnHm 0l0• Vt6' &OXF A30 akel War V 0.050• fi.v3roeI51W YB• W10• O.as 1BGe G 114'Dco uta Cb16 F,-tM MI, F, In kei Au mcrere(H. 2.05 ka0 1. 4' 13N' JmM/P4Rok Hvamv Black(ASW OGU) 1• G i-LP 1N' i Utra F, 155 ke1, F•'1Tl Yd All 1M.-I lntlR 2B5 kM) 2-12' f ilB• J bi P4Pok Fille40bok CASW 00 2-VP 4' 151 Ymbl PJroak lbnow Black AGING CW 21YY 8' f-uP D IIY I1B 33 Ekv @leFka® F� 12).4 het, Fu•189.]X61 Hes4/SM Concrek(mIn.SASkcI 1' a 1-14• Aamb1P-Mek Goncos Mn. J]S ka1 1. Jamb/PAtok PDIIpW.la A61M C90 Y-12' W 1-IW AY 6wlbem Pine SG•0.55 1' 1' 13'0• i) WHERE SUBSTRATE CANDMONS REQUIRE ANCHORAGE FROM MORE THA40NE OF THE ANLHORGROUPSABOVE, CHOOSE THEANCHOR GROUP OF THE LOWESTLETTER FORALLTASLES IN THIS APPROVAL 2)ALL pNCMORHEABTYPESAREAPPLIGBLE 0)SU STEELS VD MIN. AY= BSI, US FY • W BSI. 4)MCHOBM HEOFSARCINBEUSEDINH TAMNNAPPDCATI0N5. 6)ANLHORSMUST BE OF SUFFlCIENT IENGTH SOTHAip MMVAUM OF 3 THREA0.5IXTENO BETONG METAL LlA31MTE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS IXARE LESS THAN THICK P1vm coon ma Pla.ma NAZI UNIT IS PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL 13.1ldn, N3 cod: NDA-Nv. 17-0420.42 K INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE i-1Y2" THICK OR GREATER. IX AND 2X BUCKS EAPlmOon Data 0017)2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER By LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS mla.a avraaaca cones THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS 11t II IIIW NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, NY LYN,y MAX 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY IS NOT TIGHT TO SUPPORT THE ENTIRE LENGTH OF THE SILL THAT ``�11 •' 1,10ENyf ?/ THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 6 m I NISI 1 -"21 1 PGTDT30 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL 'JW,'Je','KW' OR'Ki INSTALLATION. MAX. UNR WIDTH EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pX%XXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH NOM. PANEL WIDTH CAN BE OXXXp. PER TABLES 1-3 1 3 I PER TABLES 1-3 1` _- f i i¢ .. 2)00-&135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT' CONFIGURATIONS, 1 19 , a MAX UNIT ' 1 loao iSi¢ MAX. UNIT 1 HEIGHT / / 4 to jgaa a i @ 3)FOR NOM. PANEL WIDTH, SEE TABLES I-3. HEIGHT is 1 Ida Uuw - PER TABLES I.4 Ipk�'� 'X'=OPERABLE PANEL, PER TABLES IJ lx � IxH i m -0'- INOPERABLE PANEL. 'p'=POCKET in2y�� rocrcer I 1 �9 1 " DETAIL LETTER - jl _J k}�-e WOODORMETALINSTALLATION 'c'=CONCRETE INSTALLATION f 1-PANEL ..nr.ICl cnoAnnnlc 1 1 CONFIGURATIONS 2-PANEL 1 1` �/ LSHEETNUMBER �— MAX. UNIT WIDTH NOM. PANEL WIDTH t 1 1d PER TABLES iJ i I 9 I 14 1 13 MAX. UNIT 1 1w HEIGHT PER TABLES iJ � I I 3-PANEL CONFIGURATIONS 1 a 1a MAX. UNIT WIDTH NOM. PANEL WIDTH A PER TABLES MAX. UNIT 1 HEIGM 1 PER `.. TABLES IJ • • • �i�P)m®y �S�f�j� {[!1Q1 R1 f�l V9 m 5-PANEL CONFIGURATIONS mmEll I E m m DLO WIDTH NON. PANEL WIDTH -T' DLO HEIGHT DOOR UNIT HEIGHT-10.125' PANEL HEIGHT = DOOR UNIT HEIGHT'-1.869' 1°OQ PDtatEf • • U •rTA�wi 1231 I MAX. UNIT WIDTH NOW. PANEL WIDTH PER TABLES 13 —'v — F 1 te MAX. UNIT HEILR U� TABLP EM I co 3 (OUTSID INSIDE ryn/uofeoo CtiRr. araurn msze5 FRIES 770 ALUM. SGO - sca7ro NTS 2 • 22 / SEE NOTi 2.T1 SHE PGTO120 PRODUCT REVISED Bucomplying with the Flodda liemg code NOA-x°. 17-0420.12 E., ration Data 02117/2020 Im * , No. 58705 r ! g Q- �' AAY?04WLIER.PE. REA 58705 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 13 MAX. TESTED UNIT WIDTH = 355.7(16-Q96-HEIGHT 300-1W @ 120' HEIGHT - MAX. UNIT HEIGHT, 1 1 19 19 19 19 9V OR 120' L . 6-PANEL CONFIGURATIONS I--- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX UNIT HEIGHT PERTABLES' NOM. PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT PER TABLES 7-PANEL CONFIGURATIONS era. nrAurNrana CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW ,'Je. °Kw' OR 'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. Ipo 2)90°3135°CORNER CONFIGURATIONS CAN BE COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. a 3)FOR NOM. PANEL WIDTH, SEE TABLES I3. 'X°=OPERABLE PANEL, NcncT °+ '0'= INOPERABLE PANEL. I = POCKET +J�36JJ.3AL% r—DETAILLETTER W= WOOD OR METAL INSTALLATION CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH =NOM. PANEL WIDTH -7' f4 1 I DLO HEIGHT =DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT =DOOR UNIT HEIGHT-1.866' rorweT ; 6 i �e ERIES 770ALUM. SGO - LM IMPACT sln7ro NTS 3 - 22 PGT0130 PRODUCT REVISED eoApl ine with the Pla4tla ieao NOA-N.No. 17-0420.12 * : No. 56705 GLAZING DETAILS (133, G3A G4, G4A, G5 & 135A) 7/16' NOM. 7116' NOM. 1' NOM. 3/16' HS GLASS 3/16' HS GLASS 3/16' HS GLASS — .090' PVB .090' FVB .090' SG 3/W HS GLASS 311T HS GLASS T4 3/16'HS GLASS 14 3/8'AIRSPACE 74 3/16' T GLASS 62 82 83 EXTERIOR 3/4' NOM. EXTERIOR 3/4' NOM. 3/4'NDM. GLASS GLASS 12442 GLASS SITEa BITE BITE E ERIOR 60 a Ep 79 54 54 7/16" LAMINATED GLASS TYPE G3 7/16" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 W16. NOM. 9/16' NOM. 1' NOM. 3/16' HS GLASS 1/4" HS GLASS 1/4' HS GLASS .090, P SG 3/16' HS GLASSi/4'H 1/4'HS GLASS 74 51W AIR SPACE 74 — 1!4' T GLASS 8282 PRODUCT REVISED l&yj9 with tho Florida Bulltllne Ootle &PVB�.090' 3/4' NOM. NOA-No. 17-0420.12 ERTERIOPEBTERIOfl 124.12] 314'NOMEa Lion bate 02I712020 BIT GLASSPlraBITE BITE ByaTERIOR maims- a rotlud Gonbol 6, a 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE 135A nl 0°�o14Y LYAJN • 4: LICENSF',F GLAZING NOTES: _� fr ; No. 58706 'ANN'=ANNEALED 'HS'=HEAT STRENGTHENED 'T'=TEMPERED SEE SHEET IS FOR SPACER DETAILS. =7�.1 ': t1 I az if-7 ® 'PVB'=.090'TROSIFOI PVB BY KURARAYAMERICA, INC. ' ro7n7Ecxxoiocruvv,.EE Ny �,y275 a. GLAZING DETAILS :�,p' sTA It 4G� %,CCS'..OAIOA,.... SG- =.090'SENTRYGLAb® BY KURARAY AMERICA. INC. �r/�/�7 '!S��NAL11,ENG�� CM OiAV7H iM7Y5 SERIES 770ALUM. SGD-LM IMPACT gin` oa54n7 C NO CHANCES iNI56HEEl. — m+su. AC A.LYNUIIILlERPF. o.mN �76 s M NTS 4 e 22 PGTO,30 P.F.557o5 JAB IWW14 GLAZING DETAILS (G6 G6A, G7 137A, G8 & GSA) 1' NOM. 7/16' NOM. 1"NOM. 3/16' ANN GLASS 3/16' NS GLASS 3/16- ANN GLASS .090' SG .090' SG .090' SG 3116- ANN GLASS- 3116* HS GLASS 31WANNGLASS T4 3/S'AIRSPACE 74 3R'AIR SPACE y4 3fl6' T GLASS 3/16' T GLASS — g1 &i 83 ExrERnR 3/4' NDM. 3/4' NOM. 3/4'NOM. GLASS t2a171 GLA55 12a121 GLASS <3 BITE SITE BITE EXTERIOR EXI/E�I-d,OR l 9 1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS TYPE G8 1-NOM. 9/16' NOM. 1' NOM. 311W HS GLASS 3/16' ANN GLASS .090' SG 1/4' ANN GLASS .090' _ 3116' HS GLASS- .090' SG 3/16' ANN GLA 5/16-AIRSPACE 74 1/4'ANN GLASS -- LASS a 6/16'AIRSPACE 74 1/4' T GLASS 1/4' T GLASS PRODUCT REVISED @ ..Plying v IM the N.Ad. " 83 83 Bul101.g Code NOA-No. 17-0420.12 Px1EwOR 3/4' NOM. GLASS 12aW 3GLASS Plmtron Date 02/17/2020 eP3/4'NOM. 124.127 GLASS (� BITE BITE BITE BY « �iiiiiiii�:� m ii.0,0/7 m -��1 lq i « m =mil1" LAMINATED I.G. GLASS, TYPE (36A 9/16'LAMINATED GLASS, TYPE G7A 1"LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: 'ANN'=ANNEALED "HS'= HEAT STRENGTHENED T=TEMPERED RVB'=.090'TROSIFO� PVB BY KURARAY AMERICA, INC. 'SG'=.090'SENTRYGIAS®BY KURARAY AMERICA, ING SEE SHEET 15 m]P]EdnnmgrPRrvE x vEracEas4ns ry4044wyw m„" GLAZING DETAILS SERIES 170ALUM. SGD- m `Maausg] C NDnuxcEs ms NTS 1 5 • 22 ar -.P4 idldl4 * ; N.. S8705 '•r 'i FS ••:R ORIDP,: �t'�� ""/7o, NALet" I M1 LYNN Wl1ERPE PFJ 58M5 ' Design Pressure (D and no or Quantities Required, (for all approved configurations an Sheets 2 & 3) For tamer astregal enahomge on SW or 13Y caner units, see sheet It Maximum OP for all sizes: .601-60 psf (May be limited by Table IN) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, B & BA and Mai- Unit Height w M° W' ST 69-7/e' DLO 7SJ/6' OLA ]8-]/8' DLO 85-7/8- DLO Ins 91n lAslmnal TyPee Shang, flow Anchor Group Anchor Gmup Anchor Gaut, Am,hor Group A B C D A B 1 C D A B I C I D A B C 1 0 rSill C4+1 UN + U+1 U I CAN U+1 U+1 C4+1 - +1 CA+1 UN U+1 UN +1 U+1 24' b 8 8 8 B B a 8 B B e B e e e e A ok 6.7 6+7 6+7 6+7 Ae 1+B 7re 7+8 7+8 7+8 T+e Iris 7+8 7+8 7+8 7+8lSill U+1UN CAN U.i U+1 UN U+1 CAN CAN Ott, UN U+1 CA+1 UN C4.1 U.b 8ee 8 6 8 B e B e 9 9 8 8 8 1 8+7 6+7 a+] 6+7 7+8 7+8 7+8 7+8 7+8 7+8 PB AB ]+B 7+0 ]ae 7+fa0l jP-ft.k U+1GatU+1 UN UN UN UN U+1 UN C4+1 UN U+1 U+1 UN Cot b 8 B 8 8 6 8 8 8 B6 B 6 e 8 B B .k 6+] 97 eN 6 7 7+8 ]+B 7+8 7a0 ]+8]+B AB T+ 7+8 7+a 7+8 7+8 l3ill U+1 C4+1 UN U+1 UN UN U+1 UN U+1 1:4+1 U+1 Uai U+1 U+1 UN U+1 E1 42- b 0 B e e eook 6+7 8+] 8+7 6.7 7+8 ]+B He Ae 7+8 7+8 ]+8 7+6 i+8 7+0 7+8 7+8 HeaN501 U+2 Ua2 C4+2 U+2 CA+2 U+2 U+2 U+2 U+2 U+2 U.2 U+2 U+2 C4+2 U+2 U+2 4B' 0.0 Jamb 1 B 1 B a 8 B B B a e a 8 8 to 1 B e a P-hook 8+] BJ ++] 6] 6 7re 7+6 T+ NB 7+8 7.B 7+8 7.8 1 7+8 1 7.9 1 7.8 1 7.8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OFTHE 3-114- SILL. 2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4', 3-114-AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2- SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING COO (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SEE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height (Water Infiltratbn Rating) Sill Riser Height (.)Design (Flat or Box, see Pmssve, Psf Sheet 17) Flush-14/Z see hot.3 law-24Y1 . Ik67 Medium-3-1/4' -60.0 High-4" .60.0 SEE NOTES 1J DLO WIDTH= NOM, PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT-10.12P PANEL HEIGHT= DOOR UNIT HEIGHT-1.866" OH LENGTH U i OI OH RATIO 2I S Gp O L OH RATIO = OH LENGTH OH HEIGHT Soilgh[AsVagal Lockstile@ 90'A9ragal Lockstie@ 135"Astragal tMkstile@ mitered P-0ook Lockstile@lamb Assembly Stmlght Astraaal =1bly 90-Astragal Assembly 1P5-Asuogal Standard Stiles Standard Stile Standard Stile StandardSUle Standard Stile HeaW-duty Stile Heavy-duty Stile Heady -duty Stile Heavy-duty Stile Standard Anragal Outside Outside Corner Inside Corner .-�(' d Insidelde Comer -I I Corner Ou61de Comer Part Mee(,]) Part BSO Part M60 Parth60l5tile) part p6](Astragal) Part M60 Part M6llstile) Pan RUBICorner Part M119 (DUL) part p12011n.) Pan R61(Sul.) Paris M31&932 part M61 Receiver) l[or. &Fxd M... I) seem WAU4M Issas SERIES 770 ALUM. SGD - LN IMPACT m era sco-np NTS 6 + 22 PGT0130 PRODUCCT REVISED Ba➢tllo81✓Yodewlth the Ro.ICa NOA-No. 17-0420.12 E,pbotron Date U211712020 \\\111111111//// No. 58705 All '�FS'�. A(ORIDP.. •' ""O' NALI0,G A. LYM MI -I P.E. PEp S4ln5 Pressure (DP) and Anchor Quantities Required, (for an approved cenfigura0ons on Sheets 283) Forcwner asbaBal ornhompe an 90' or t06' mmar Imn¢, ¢ee s00e1 it Maxmy0oeitbs+60/60 (mbMralbTeekDesign 2A) Dao1 Net name Table oWles to Glass Types 4, 4A, eV ea" Bg' 95' 1 IDB' 114' 120' Q K 7. ]A, 8 B M me Me 84T/8' DLO 7a4/m LO )?)/0' DLO 86]l8' DLO 91-718' 0.0 9)-]IB' DLO 10a718' DLO OATIB' OLO 001e1Mlmol Types shown below. A�wbm Group Anclwr Gmap Anchor Group Mcb.r Group Awhor Grout Anchor eraW Mohor Group Mcao, croup A B C D A B C D A B L D A B L 0 A 6 C D A B L D A B C D A B C D lll G+1 GN U+1 G.1 U+1 a1 G+ UN U.1 C4.1 UH G•1 G.1 F l U+I G+1 UN G.1 U+1 G+1 OR1 U+1 U. Uri U+1 G• Gry G• G+ G+1 .124' DLOb 8 B 8 B B 8 b 8 a6B B0 8 10 10 10 f0 10 10 10 10 10 10 W 10 10 101pM fi+T 6H BN fiU ].8 )00 NB NB l+e ]•9 T+8 7.8 7.8 F+e ]+8 748 8+0 8+9 6+9 0+9 fi D 0+0 0+9 0+9 9+10 9+10 9+10 0+10 9+10 Ba10 +101n CAH G+1 G+1 GN cw, Grt GH G+1 G+1 G+1 GN G+1 GN C4N G+1 Gal G+1 G+1 Ga1 G+1 U+1 GH GN GH NO GN G•1 Gr1 G.1 H30' 23'pOb 8 0 8, e 8 8 If 8 a a a 8 0 8 a 8 10 10 10 10 10 10 10 10 10 10 to 10 f0 10 10k BN 11+7 6+T 6+7 J•0 )+0 J+B h0 T+8 ]+0 7+8 )+B 7+8 ]+B 7-0 7.8 0+9 &9 8+9 the 8+8 0+9 8-9 0+0 9+10 9+10 9+10 5+10 9.10 9+10 f0ill GN G+1 G+1 GN GN U.1 G.1 GH U.1 Gal G+1 G+1 GH GN GN U+1 U+1 GIq GN UN G+1 GN G+1 U+1 C W1 GN Gal U+1 G+1 .13V JID Fa*b tP�.ck a 8 B B B e 8 9 8 e 8 6 6 8 e a 1010 f0 10 f0 10 10 to 10 t0 10 10 19 10 10DLOok 8+7 6.7 6N 6+T 7.11 )+8 7+0 7+8 7+8 ].8 7.6 ]+8 ).8 ].e ]a0 ]+e e•9 8.9 Br9 8.9 8+9 8.9 8+9 8+0 9+10 9+10 9.10 0+10 9+10 9+10 lo3111 G.1 01H Net U+1 Gat Uaf Odp ONt Uat CA+1 NO UN C4+1 U+1 UN G.1 Ga1 G+1 G.1 G+1 G.1 CN1 U+1 DPI G.1 C1.1 U+1 U+1 GB•1 Cs.1 +14T pL0b B 60 B B 8 a 8 a 6 6 0 a e a 8 10 10 10 10 t0 10 10 10 10 10 f0 10 12 10 10.k 6+) 8-7 8+T e+) 1+6 )+8 ]+0 1+0 )+a 7.8 7.8 J+B 7+0 77D ]+8 7+8 9+9 8+0 8+0 Br9 0.9 9+9 II+B 8+9 9+t0 B•10 9+t0 B+fO 9+t0 BHO fOsol U+2 U.2 G+2 U+2 U+2 G1+2 Gat G+2 f 2 Ua2 C4+2 U•2 U+2 U.2 U+2 CA+2 G•2 G.2 L4+2 U+2 L5+2 C5.2 G+2 G+2 C6+2 L5.2 fS.2 L5+2 C6+2 L6.2 +24B' p1-b 0 e e e e 0 eta a 9 B II e 6 10 8 e a 10 10 10 10 t0 to f0 12 f0 10 10 12 10 10 ck 6.7 6+T W] &] M 7+B 7+8 run 7+8 7+8 7+8 7+8 )+6 ]+6 0+9 PO 8a8 6+9 &B 8+9 B+B 8+9 BNO 8+10 B+fa 9H0 9r10 9N0 9a10 8.10 60' pD Hessen CA+2 G•2 G+2 G12 G•3 G+2 G•2 G+2 G+2 G•2 G+2 G+2 G.2 G+2 G+l G.2 Not available in these sizes Jamb 8 a 8 0 a 0 8 6 10 B B 6 f0 6 0 6 P400k 6N 617 6+) eq J+8 )+8 ]+0 AB PB AB >r8 NB i•8 Pe TB H0 530 I eawsa1 c4+2 U+2 CMS Ua2 G1.2 U+2 U•2 Ga2 G.2 LN2 C4+2 G4a2 Ua2 G+2 G•2 04+2 Jamb a 8 B B 8 B 8 6 10 8 8 9 to a 8 a PtnoN eq 6•] 6-7 fi+1 7+a AB AB 7+a 7+0 7+8 NB H0 7+5 7+0 770 V.e NOTES: 7)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4° SILL. 2) WHEN USING THE 2-1/2' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES, UNCHANGED). SEE TABLE 2A. 3) 4, 3-1/4' AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE i-1@' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMEN INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TARI F 9A SIII Height to Max. (+) DP (Water Infllmilon Rating) Sill Rker Height (+)Design (Floc w Bo2, see pressure, psf Shce11)) Flush-l-1IY see srole3 law-2-1/Y ♦48.W High-4" +fi0.0 SEE NQ IE51i8 NOW PANEL WIDTH -7' DLO HEIGHT= OH LENGTH DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866- ONRATIO ai PRODUCT REVISED Plying with the Florida sugaar, cede NOA-No. 17-0420.12 Eepho tlon Day. 02/17/2D20 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockable@Jamb Straight Astragal AssemblV Lockable@ Straight Astragal Assembly 9Assembl Lo-putrga 90'ASVagal 13 Assembly Assembly Lopht35-Asile@- 135'Ashagal Heavy-duty Stiles Heavy -duly Stile Heavy-0uryStile Heavy-duty5tlle Heavy-doyStlle Heavy-0uty5tile Hearyduty Stile Heavy-duty Stile HeavyA.ty Stile u.� Standard Asbsaal outside Cmn> outside Comer IM1�� 1 Corner Inside Lorne Outside U Insidelde 1 corner Part N61 (112} Part p61 Partpfil Partp61 (Stile) part N6](Astragal) Part o61 Part Nb]IStile) Part g116 (Comer Receiver) part N 119 (Dot.) part p120 (In.) Panp61($tilp) Parts p31g p32 (Com. lk Fad Mount) Part p61 eve v, NV ehe, FLJf178 ,an)b6faM cFM. WAUDi d]B]SB * No. 58705 I TABLE 3' Design Pressure it)P) and Anchor Quantities Required, (For all approved configurations on Sheets 2 & 3) MayJmum DP shown below Far comer atheist amhae9e ea,W or 135" comer unlls, see sheat 11 IMay be limited by Table 3A) Don Lot Height Trials to Glass Typc4 4. 4A. BP 84" 90 GE. t0Y 106' applies 6. M. 7, 7A, 8 & BA end the 69d/8• D 737/0' DLO 79.718' DLO - B O 91 DLO 9]-}/8' DLO Snousatregal types shown below. Anchor Gaw Anchor Group AmhwG AIKM(Group ae, Mae, am Anchor Group A B C 0 A B C D A B C D A B L D A B C D A B C D Dos nPressure V-00.0 r +/E .fi Its +1. 6. psi 17° Hetdl6111 C4a1 C4+1 C4N C4+1 'U+1 C4+1 C4N 04+1 CA+1 Ct+1 Cgat Cur C4+1 CA+1 Gff CAN C4+1 C4+1 Celt 04+1 C1+1 CA+1 C4+1 C4+1 24' DLO Jmob 8 0 0 B B a B 0 8 8 0 B B A B- B 10 10 i 10 to 10 10 10 10 P4wok fi+7 fiN 6N 6aT Tao 7+0 7+B 7+8 7+8 7+8 ]aB Y+B T+B ]a8 7 7+0 Bf9 Ba9 0+9 0+9 8+9 1 8+9 1 849 1 8+9 Do• PressureW---50.0 / 4/E2.5 al +1.75.0 sf Head501 C4+1 C4+t C4+1 C4+1 CAN DH1 04+1 C4a1 I CA+t 104+11 C441 tilt4+ C1 CP1 C4+1 C4+1 C4+1 LMf I C4+1 I CA+1 C0+1 ICA+1 C4a1 1 C4+1 DLO Jens B B i 8 I e i 0 A I 8 I B I 10 B I 0 0 10 B 'e 0 10 t0 10 to lu 10 m 10 S P-hock 6+7 i 6+7 6+7 "1 7+0 T+8 1+B 7a0 748 7+B 7+B 7+8 7+a }+a NB IT+A .+9 I B+9 8+9 0+9 Ba9 B+9 W9 B*9 Daegn Pressure +FSO.O of +/4i2apaf I +/-7SU Psl m 29' Head1SA1 G+1 C4a1 C9+1 G+1 Coat G+1 C4+1 C4+1 G+1 CA+t Cq+1 C4+1 C5+f CSit CAat Gft C5+1 C5+1 C4+1 CAa1 C4+1 C9+1 G4+1 C41 o. DLO Jmnb 10 8 8 0 10 e B 8 10 B 8 e 12 f0 B 8 12 fo 10 10 10 10 10 10 5 P-huok 5+] 6+7 6+} 6+7 ]+6 ]+B N8 7a8 ]+8 ]+8 1" 1+ Ba9 B+9 8+9 8+9. B19 8a9 B+9 0+8 8+9 Ba9 8+9 ea9 aAB0.0 psi +J4I2.S Per 41.75.0 psf gDoV'mpress. 35" Heid,5111 C4+2 C 2 C4+2 U+2 C4+2 N+2 CO2 C4+2 C5+2 CS+2 C5+2 C5+2 05+2 C5+2 C5+2 G5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 35+2 47 DLO Jamb 10 8 B 8 10 e B B 12 10 A A 12 10 A 0 12 10 f0 10 12 ID 10 ID P-hook 7+0 7+0 7+0 7+8 7+6 ]+B 7+8 7+8 Ba9 8+9 8.1 Ba9 0!9 0f9 0+9 8+9 B+9 0+9 8+9 A+9 8+9 8+9 8+9 ea9 Dosfgn Pressure +/dO.Opsl Seereas +/-92.5 Par +/-75.0 pat 91. HNWSAI C5+2 C5+2 C4+2 C4+2 C5+2 C442 C5+2 CSa2 C6+2 C6f2 C6+2 L6+2 C6+2 C8+2 f2 C5+2 C6+2 C6+2 C5+2 C5+2 CGa2 C6+2 C5+2 C5+2 4B, DLD JenO 10 B e 8 12 t0 0 B 12 10 a 8 14 12 B e 14 12 f0 10 14 f0 10 10 P4100k ]+B ]h8 ]+B 7a8 8+9 Ba9 W9 Ba9 B+9 8+9 8+9 0+9 9N0 BHO ftd 9+10 9H0 9+10 9+10 9110 9N0 91ID 9+10 9+10 NVII, A:+NJUU YSr fUrt VL/ty lmta n, rn. onon, v.... vn............ EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH = 2) WHEN USING THE 2-12'SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH -7' DP IS 60.0 PSF MAX. WHEN USING 111E 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3)4',3.IA'AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOT AND OLD HEIGHT= DOOR ON IT HE IGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITHTHE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.666" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. T HE+ULLUININN J ULcaAa l r LDAi 1rrw 0rwll or=va=..r..,....1- ---- Straight Astragal "-..--.--_.___._....... Lockstile@ 9AOA%bagal Locistile@ 135'Asuagal -L"Jotile@ Interlock P-book Locks0le@lamb Assembly Straight Astragal Assembly 90-Astragal Assembly 135'Astragal Heald -dub Stiles Heavy-duty Stile I Heavy-duty5tlle Heavyduty Stile Heavy-duty Stile Heavy-dulyStile Heavy-duty Stile Heavy-duty Stile Heald -duly Stile Healy -duly Astragal Outside Career„ JAL Corner Ins e Corner �.] t 'I�--{` Imside Iraide � Corner Outside ^' aL1J Inside Corner'II Corner PartNfil (r3) Part N61 Part tl6l Part p6l (St ile) Part 96l' Pan#61(S01e) Partdll (Comer part tl119(out) Parth120(In.) Par1061(5tlle) Parts 031&932 Part 061 partb6&(AStile Becelved (Cam.&Reel Mount) turn. arAUeK a" S&C'm I NTS I 8 + 22 I PGTO130 TARI F'4A SIII Height to Max. (+) DP (Water InBimaw Rating) SIII Riser Height (+)Design (Flat or Box, see Pressure, Psi Sheet l7) Flush-l-1/2" see roie3 Low-2-t/2' +46.67 Medium-3-1l4' a6p.0 High-4' a90.0 SEE NOTES 13 OH LENGTH of OOI OH RATIO 21 a OR RATIO = OR LENGTH OR HEIGHT PRODUCT �99REVISED as con9 Dodewith the Trends sou"o. 17-0420.12 Expiration Date 021172020 lti No. 5B70S'�' �T SEA EOil;t%. & LYM! MILLER P.E. P.ES 0705 I NOFRAME '9+10"P410OK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9)P-HOOK ANCHORS, SEE'C5•CLUSTER MAX. UNITWIDTH DETAILS, SHEET IO SPLICE SEE"C5" CLUSTER DETAILS, .. REQUIRED@ (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR FOR ASTRAGAL REQUIRES'C6' SHEET IO FOR INTERLOCK NOTE, EXTERIOR PLANE SEE TABLE 2, SHEET ) INTERLOCK 24• MAX. O.C. IsCLUSTER, SEE THIS SHEET AND \ 48" SEE POCKET (70)P-HOOK r----___ x PANEL.WIOTH DETAILS, SHEE717 x _ JAMB MOUNTING x x x xxxv x EMAx. INSTALLATION, ADAPTER 6"MAx. x x THIS SHEET ANCHORS MIDWAY lo' �3'MAx � BSHEET 14 BETWEEN P-HOOK i0l 4PAIRS OF `+ x ANCHORS &AT 3" x=FRAME ANCHORS FROM TOP & 14•mAx. o.c I l° Ip ANCHORS 96' (TOTALS BOTTOM o I o UNIT 21'IMX ANCHORS 0 O.C. 4.05T - 'MAX.TOOPENING i'mn I ` 0o=P-HOOK HEIGHT PERJAMB) EDGE OF POCKET SEE �B loi t' a•r4Ax. 0.C. 00 ANCHORS „�( (DSEEAIJAMB INSTALLATION I o� OETAILS'Ji 8'Ki, m� ® m 0=P-HOOK BELOW) END PANEL SHEET 14&PART l W I lol ;U MOUNTING x 24'MAX ANCHORAGE DETAILS 'S&'K', IyH I i �^, 3'MM ADAPTER x (2 ANCHORS) SHEET 19 FOR 'ANCHORS O.0. •-MAx—",_ oj�L, �f P-HOOK--__x ✓'�1 END PANEL ANCHORS x n ANCHORAGE END PANEL x, x x x x x x x x x 6'itAx. ANCHORAGE(SEE x ANCHORAGE SKETCH BELOW) J�y2' �ANCHOIUGE��2 (SEE SKETCH BELOW) '�]'x '�2' CENTERLINE BM•NP' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL i 2.04" 24'MAX. EXAMPLE'5-PANEL 2TRACK 90'OUTSIDE CORNER-pXXIXX0- EXT. MOUNT POCKET ANCHORAGEPLAN: O.C. qe' x 9fi" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE: - ANCHORAGE EXAMPLE NOTES: NON- STRUCTURAL ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3 SHEETS 6-6: INTERLOCK HEAD & SILL: B' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE•C5"CLUSTER TABLES, SHEETS" AT EACH INTERLOCK AND DETAILS, SHEET IO STRAIGHT AND CORNER ASTRAGAL LOCATION, FORINTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL •+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE ExTTRIOR HEAD OR SILL IFA SPLICE 21" [tj OCCURS AT THE P-HOOK MAX O.C. PRODUCT REVISED complying with tie Florida BulmB code N0A-No. 17-0420.12 564" lxPlratlon at 211 ]/2020 6' MAX. By miam mdont Cash TERLINE JAMBS B P-HOOKS: 6' MAX. FROM BOTTOM. 21'MAX. ANCHORPAIR D.C.(JAMES). 14-MAX.ANCHOR 'ANEL 2 Q.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE Fj-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB +2•ANCHORAGE ANCHOR PAIR CENTERLINE REQUIRES SEE'C5' CLUSTER CENTERLINE END PANEL °CB"CLUSTER, SEE L..— OETAILS, SHEET IO ANCHORAGE DETAILS, SHEET II [--INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) �-I 6" d 051• — I I +I 14�- A 5° I I MAX. _CENTERLINE •+2-ANCHORAGES CENTERLINE °+2. OFPANEL 3 I OF PANEL 4 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS CENTERLINE * : �yNo. 5�8705 OF PANELS _ t�l� N VFMLE, .V275 ANCHORAGE SPAGINGG EX (wgxearsw coRREC1Ep ENAMPLE ro wpglEoaNaoR vawes CERT.W`AD1H.y292% SERIES 770 ALUM.SGD-LM 9 . 22 1 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION I, INTERLOCK-" f-IF NEEDED INTERLOCK -I IF NEEDED CENTERLINTERLOINE� C6N CLUSTER DETAIL) CENTERLINE _ CENTERLINE I 1.75 7' 7' 3.5" tift 4° 01 G. z.Da• z.Oa 4• ,4' DIAG. T„EXTEROR T 7 3.5"EXTEE�RIOR E%i(E'1RIIOR TEM v 2-TRACK FRAME HEADISILL `� 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL (d ASTRAGAL OR INTERLOCK Cd ASTRAGAL OR INTERLOCK (1 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REOUREDS C4') ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQURED, CW ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLIF NEEDED INTERLOCKCENTERLINE POW OW CLUSTER DETAIL) CONDITION. USE CENTERLINE LINE I 3.5' -[ 3.5' 2.04' 4.08' 4.08" EX1EWOq 7" EXTERIOR d'DIAG. E) V Z T 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL aA__.STRAGAL OR INTERLOCK OR INTERLOCK _ASTRAGAL OR INTERLOCKOR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE CLUSTER ANCHORS ARE REQUIRED,'C4h ANCHORS ARE REQUIRED,'C5') ASTRAGAL OR I�SPLICE LOCATION INTFRLOCK-'-I CENTERLINE EXTTE�RIOR V 4-TRACK FRAME HEAD/SILL ('+eSTRAGAI ORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, -G4') 4' DIAG. • 5.37'DIAG. E%TERIOR 1 15 4-TRACK FRAME HEADISILL �t ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5') CERT.OEAUM.W3 ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE ! •C6' CLUSTER DETAIL) -� 3.5" C"-- j�2.04' 1 EXTTE7RIOR v ASTRAGAL OR I SPLICE LOCATION 3.5' ��iL1fFti�� --1 3..5' 3.5' F� 3-TRACK FRAME HEADISILL ,AS_TRAGAL OR INTERLOCK INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, °C6-) 2.04' 21' MAX. EXTERIOR D.C. 21' 6,64' MAX. O.C. 6' MAX. TRACK FRAME JAMB 6'MAX. ANCHOR PAIR T 4-TRACK 6"DIAG. FRAMEJAMB ANCHOR PAIR 2.04' ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR INT. MAX TRACK(INT. SHOWN) O.C. 5.64" 6' MAX. EII I :3 TRACK FRAME JAMB ANCHOR PAIR OR (FOR SPLICE FOR SPLICED INTEIL CONDITIONS ONLY: ASNTERLOCK CONDITION. DO NOT SPLICE LOCAI CENTERLINE USE THIS -1OETAIL) �IF NEEDED - 1 3.5' 3.5' 4-TRACK FRAME HEADISILL dQ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'06') WITH & WITHOUT SPLICE CONDITION scuno I NTS 1 10 • 22 1 PGTO130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2, FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED euTpl In9 with the Florida lidpme �ad. NOA-Na. 17-0420.12 Explolien Ox)yp2117/2020 uz OT •.. STATED �to YOIVA; S'1 ,• A Ltt.N MILLER PE. P.E.R"M 2.Or INTERIOR 6.12' I J —•-I 3.5' 2.04' EXTERIOR 4° INTERIOR 4.08' 2.04° > INTERIOR 4'DIAG. 6.12° 2.04; \�E%/T/ERIOR-�IXTERIOR 4° (i 3.5' 4' 3.5. 4• T EXTERIOR 4• 2.04' 2.04' EXTERIOR 90° CORNER 13V CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 5OR6 CLUSTER (USE WHERE 4 CLUSTER MTERIOR 2.04- -.1-ANCHOR 7° 3.5' INTERIOR 1 I CENTERLINE .-_.._ OF PANEL -1 lr r 4• 2.09' EXr6woR 8.94' ANCHORS ARE REQUIRED,-GT) ANCHORS ARE REQUIRED,'2D ANCHORS ARE REOUIRED,'C6') EXTERIOR INTERIOR 4.OR' -.1-ANCHOR INTERIOR 7.411 1 7' 1 1 4.08' EXTERIOR 1/3� r E I r �-I/\' 4• 90- CORNER 135' CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ('C6' ANCHOR CLUSTER REQUIRED ('CW ANCHOR CLUSTER REOUIF AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR .O.i2' INTERIOR L2.O4*4.ERIDR 5.88' NTERIOR90 135° 6.12- { 1 4-DIAS. \ V 1 I.06.17 2.04' J "r' " 4'DIAG. f Tfl3-5'llm F{— 9° Y EXTERIOR I� 90° CORNER 135- CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ('CB' ANCHOR CLUSTER REQUIRED ('CB' ANCHOR CLUSTER REQUIRE AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, ro7o TEOWWIXiYDFM 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE NVEN6E Fl.N93 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. i wfp ovoo tee. m r _ _..__ cxRr. a'Aum.rmea EXTERIOR CENTERLINE ON 4 OFPANEL INTERIOR y2'ANCHOR EXT(RRX)R LL MEWS 4' DIAG. 2.04• P 3.5° CENTERLINE • f OF PANEL 't3°ANCHOR 4.06' EXTEROR 3I 201 .5' �PANEL CENTERLINE OF 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 5D0.N0 NTS 11 +72 1 P0T0130 2'ANCHOR 2' 4' DIAG. 3.5' CENTERL)NE OF PANEL '+3' ANCHOR 2- 4' 7' 3.5' CENTERLINE f—OFFANEL 2-TRACK FRAME HOR SILL LR LL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED pIN wIth Ne F1.11Ea e�liamD �od� NOA-Na 17-0420.12 EXpim6eR Data 02117/2020 * N- W705 .r _ INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EXTERIOR 114" a r MAX. 0 1 SHIM SEE TABLE A.I I I ' SHEETI L/WODD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TNO SEE ANCHOR & TABLE A, SHEET I NOTE 3, SHEETI ®2-TRACK FRAME HEAD w WOOD INSTALLATION WOODANCHORTYP., 2XW000 SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A. SHEET I NOTE 3, SHEET 1 SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX) EXTERIOR t a2-11,6"" EDGE DISTANCE. SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A SHEET 1 2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" 114" o r MAX' _ 1 SHIM 2X WOOD /WOOD ANCHOR TYP., TYP., SEE ANCHOR L SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYR. 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR SEE & TABLE A. SHEET 17 NOTE 3, SHEET ANCHOR NOTE 5, SHEET 1� (114. MAX.) '}TIC} EXTERIOR I I. EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE wI 71 EDGE DISTANCE: TABLE A. SHEET 1 EDGE DISTANCE: D SEETABLEA, 2X WOOD SEETABLEA, 2X WOOD SHEET I TYP., SEE ANCHOR SHEETI TYP., SEE ANCHOR NOTE 3, SHEETI NOTE 3, SHEET WOODANCHORTYP., 2-tA6'" 2-0116" ANCHOR TYP., SEE ANCHOR NOTES WOOD &TABLE A. SHEET SEE ANCHOR NOTES O &TABLEA,SHEET I EXTERIOR 114- MAX. SHIM---IE^— EXTERIOR �L 114-MAX SHIM --III 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 0 IsOw WOOD INSTALLATION WOOD INSTALLATION m'aTEcguangrawvE NYENICE R.tMb TW04bF1WN w uk arsb¢ ISFT.OFN/Rt OIDSSFPPnl EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET I 2-1/16" METALTYP., /SMSANCHORI SEEANCHOR L SEEANCHORI, NOTE 4, SHEET, &TABLE A. SHE 4-TRACK FRAME HEAD METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 114" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A. SHEET 1. SMS ANCHOR TYP., METAL TYP., SEEANCHORNOTES SEE ANCHOR SEE &TABLE A. SHEETINOTE 4, SHEETI SHEET L (114-MAX.) C WERIORTI �2-11/166---. 4-TRACK FRAME SILL Ew METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: SEE TABLE A METAL TYP., SHEET SEEANCHOR NOTE 4, SHEET 1 EMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET I —MIN. OF3 U THREADS EXTEROR BEYOND THE METAL �j SUBSTRATE 1/4"MAX. SHIM t-"— soum I NTS 1 12 r 22 1 PGTO130 " DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 &,I MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE: SEE TABLE A, SHEET I PRODUCT REVISED PIYing with the Fartga NOA-No. 17-0420.12 EapTration Data 02117/2020 *: No. S6205 p , ✓/ :�,�'. Sr1 O I . INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I ETSEE TABLE A, SHEET I NOTES: EDGE DISTANCE: NCE: I.ALL DIMENSIONS EDGE DISTANCE: SEE CONCRETE CONCRETE SEE TABLE A. SHEET I CONCRETEA, SHEET I SHOWN ARE BASED PERTABLE TABLE q SHEETI pEft TABLE • 2-1/16"' PER /10•- ON MIN. ALLOWED. A, SHEETI 2-7116' A. SHEET 1 A, SHEET 11/4" • DIAGONAL O.C. IS EXTERIOR i :i T r 4PROPERLYSECURED MNC MIN 4-(HEAD&SILL) a I 1 1 SHIMOR6"(JAMB)SEE DETAILS, SHEETS 1/4' p1TePoog 1/a' PRI EMBEDMENT: MAX.10 & 11. SEE TABLE A, MAX a aPROPERLYSECUREDI% SHEETI SHIM SHIM CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TY., SEEANCHORNOTES& ANCHOR NOTE 3.® SHEETA. SKEET 7 ANCHOR NOTE LE A. SHEET 1 ANCHOR N® A.SHEET i ER M HEAATION 3-FRAMETRACK CONCRETE ME HEAD ON -CUNCR CONC INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED,% CONCRETE ANCHOR TYP., SEE ANCHOR NOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTES& TABLE A SHEET, ANCHOR NOTES, SHEET, TABLE A, SHEET, SEE ANCHOR SEEANCHOR NOTE 5, SHEET NOTE 5, 1 (1/4- MAX.)]— SHEET, T (114' MAX) EXWRjbR ENiERKKV 2-iH6" 2-i/16" EDGE DISTANCE: CONCRETE EDGE DISTANCE. CONCRETE SEE TABLE A. SHEET, PERTABLE SEE TABLE A, SHEET, PERTABLE EMBEDMENT: SEE TABLE q SHEET, 0.SHEETI EMBEDMENT: SEE TABLE A. SHEET I A•SHEETI 2-TRACK FRAME SILL 3-TRACK FRAME SILL CONCRETE INSTALLATION 6 CONCRETE INSTALLATION PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX WOOD BUCK TYP., SEE SEEANCHORNOTES& WOODBUCKTYP.,SEE ANCHOR NOTE 3, SHEET, TABLE A, SHEET 17 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5. SHEET 1 1 (1/4-MA)Q XIE EMOR a 2-1f16'• EDGE DISTANCE: 1_ SEE TABLE q SHEET i EMBEDMENT: SEE TABLE A. SHEET 1 Fc 4-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE PERTABLE q SHEET I EMBEDMENT: SEE —..1 pRODUOT REVISED TABLE A SHEETI omplying with the Flonda TABLE A, SHEETISEE TABLE q SHEET 1 --~ :' EDGE DISTANCE: EMBEDMENT: SEE TABLE A, SHEETI �1 COYP.,S ANCHOR TYP., SEE ANCHOR NOT ESBTABLEA EDGE DISTANCE: SEE TABLE A, SHEETI PROPERLY SECURED EEANCHBUCKTVP., SEE ANCHOR NOTE 3, SHEETI EDGE DISTANCE: SESHEETIE TABLE q SHEETI Building cede NOA-Ne. 17-0420.12 Explratlon Date 02/17/2020 By mbmM em eeetret PROPERLYSECURED RED s'- SEE TABLE0. SHEETI + 2-0/18' iXWOODBUCK SHEETI CONCJCMUANCHOR :' 2-1ME• SEE ANCHOR NOTE 3, SHEETI ne, Typ., SEE ANCHOR -' 2-1/16 PROPERLYSECURED NOTES &TABLE A. CONCICMU ANCHOR 1%WOOD BUCK TYP.. SHEETI - CONCRETE TYP., SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE OR CMU tall H( NOTES BTABLE0. CONCRETE SHEETI :- SHEETI �;_ 1 OR CMU EXTEwoR PERTABLE d�q .,......,. ,� �. `� 'L • ' EXTERIOR IXTETR7OR �' PER TABLE � �� .,� A. SHEETI .- cEN Q.. V Sp'•. �(<0 V,/4' MAX. SHIM —:"-- PERTABLE I+- A, SHEET * ; No.5BT05 15 i A, SHEET 1 �1 I/4' MAX. SHIM --I 1/4' MAX. SHIM F--- •. * = _ = 2-TRACK FRAME JAMR 3-TRACK FRAME JAMB ®CMETEICMU INSTALLATION 4-TRACK FRAME JAMS Ic CONCRETE/CMU INSTALLATION ® V t •! a1 iTE CONCRETE/CMU INSTALLATION t"'I°u` �O�CC• F(ORID��` raJ0TE9NIXaayaRNE x t4)EOER]tW ANCHORAGE DETAILS' S•'�•.... '"G��. 'I'(irJ ry+0.nr,ero NAL EST`` SERIES 770 ALUM-SGD-LM IMPACT (((gnlntlo y. JR 0495Ii> C ho6 GES 7H651/CFI. cERc oFnurxayTas e�m 'E r ALYP P.E o..•oF o+� ° sGDnd N75 73 +22 PGT0f30 C wm P.El seas ,vim°C INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE TO PREVENT DISTANCE 2. FIGURES ON THIS EMBEDMENT: SEE WATER SHEET FOR WOOD FRAMING TABLE A, SHEETI P-HOOK MOUNTING ADAPTER INFILTRATION CONCJCMU ILLUSTRAATITI VE WOODAN P., ANCHOR TYP., SEE PURPOSES ONLY. SEE OT SEEANCHOR NOTES ANCHOR NOTES TABLE A. SHEET I FOR EMBEDMENT: 8 TABLE A. SHEET 1 _ TABLE A. SHEETI ALL APPROVED SEE TABLE A, (ALSO SEE TYP. fr SUBSTRATES. SHEET 1 _ ILLUSTRATION. SHEET 9) 1-1/4-MIN. EDGE DISTANCE DISTANCE: SEE - EXTERIOR 3. BEE TARES 1-3, SHEETS "FOR TABLE A, SHEET EMBEDMENT: ". SEE TABLEEK P-HOOK MOUNTING REQUIREDP-HOOK P5 IX—LE6��B - SHEETI `, ''`". ( ADAPTERCONCJCMU AND P-HOOK MOUNTING ADAPTER PHCOK WOOD ANCHOR TYR, � P-HOOK ANCHOR TYP., SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES CONCRETE OR ANCHOR NOTES STABLE ALSO SEE EXAMPLE B TABLE A, SHEETI CMU PER TABLE EMBEDMENT: SEE A. SHEETI ON SHEET 9. (ALSO SEE TYR 2893"MIN. A, SHEET 1 TABLE A, SHEETI (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET e) P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18 #29 9220R#24 P-HOOK FOR USE WITH ANY %PARTS#18 020 #220R#24, SILL RISER WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES IA, 2A 83A MAY ALSO BE INSTALLED IN (SEE TABLES IA, 2A 83A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYR. P-HOOK MOUNTING SEEANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET I: EMBEDMENT: SEE ADAPTER SMS CMUPERTABLE TABLE A, SHEET ANCHOR TYR, SEE ET 1 MIN. OF 3 THREADS;TYP ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES 8 TABLE BEYOND THE METALANCHOR NOTES r A, SHEET 1 SUBSTRATE8 TABLE A, SHEET 1 28 EMBEDMENT: (ALSO SEE TYP. PRODUCT REVISED (ALSOSEEION, SEE TABLE A, ILLUSTRATION, SHEET 9) n pl Ing „.Itn the Elormo EMBEDMENT: ILLUSTRATION, SHEET SHEETI ) r +� x6 � 6u0atn9 pap xoa-xo. '17-0420.'12 SEE TABLE A,GE DISTANCE: SEE Gp[mtlpn °i'• 2/17/2020 SHEETITABLE A, SHEET I 1.114" MIN. EDGE DISTANCE ey m-1 Product control 3p P-HOOK EMS � RM P4100K CONICJCMU EXTERIOR SEEA n ANCHORTYP., SEE TI 8 TA V ANCHOR NOTES 8 TABLE V (ALSO) SEE TYP. 2.693- MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE NP. EDGE DISTANCE ' ILLUSTRATION, SHEET 9) t1t1111114r ® P-HOOK FOR USE WITH BOX SILL RISERS ® P-HOOK FOR USE WITH BOX SILL RISERS �� r 110 �'' '`N�1j �4 PARTS#19 #21 #23 OR #26. Kc PARTB#19 #21 #23 OR 1125 1,1OENSF'•�('� METALINSTALLATION%.v EXTERIOR CONCRETE INSTALLATION EXTERIOR - •'P (SEE TABLES IA, ZA 83A MOUNT (SEE TAE1LE51A, 2A 83A MOUNT No. 56I66 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY *` ��T '., TE � fom iEfJM0.03YDAYE N. vEmcE,n.vms ANCHORAGE DETAILS OF . �� F ';FS+s'1oR1oA;.G��, (&f�tm-fsap rr ��NAL s;NT� tear. oFanR oafs% SERIE5770_ALUM. SGD-LM IMPACT�aaaaaesaa r nluuu JR OdrDyf) G NO pIANGE51NI55HFET. cmuemmo �sco-fro a+vw 0.LYNNWLLERl. Yrn,X 6v ® NTS 14 a 22 PGT0130 C P.Er solos R fa an4 NLPo6IO wa UID 1 CONFIG. EXAMPLES HEADER DETAIL W, SHEET 18; INSTALLATION DETvi2&e. 13� SHEETS 12 813 NOTES: 7)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE TABLES,SHEETS FOR FOR MAX.MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 8 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 8107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL B INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'U. SHEET 18; INSTALLATION DETAILS 'DW 8'Dc. SHEETS 12813 MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES 1-3 YJIDTH INTERIC EXTERIOR PANEL PANEL CORNERDETAIL412', TYPE •pg• TYPE SHEET 79 ' CORNER ANCHORAGESHEET MAX. UNIT PANEL ' DLO HEIGHT PER INTERLOCK DETAIL 'M'. SHEET I9 HEIGHT L1—NOTE2 LTABLES1�3 HEIGHT TABLES EXTERIOR INTENOR 1.G JAMB DETAIL'G3', SHEET INSTALLATION DETAILS Lx X 'GW e'Gc', SHEETS 12 & 13 'G DLO WIDTH = NOM. PANEL WIDTH -7' 90, DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866- EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX SIDCONE HOT -MELT BUTYL STRULTURNL SILICONE STRUM L il4'NOM. SILICONE FOAM slte'NOM. �BYOTHERS POLYISOBUTYLENE WITH x WITH DESIOG CMT DssIDDANT PANEL CORNER FRAME CORNER DETAIL DETAIL PaRk Description Material 124 Kammerling 4SG TPS Spacer System 125 OOanex Super Spacer nXTwith Hot Melt Butyl See Ihfs Sheel hr 126 Ouanex Oulaseal Spacer Materials 127 Cardinal b. Edge Spacer Recene"ce I cal nermua. nL o, r1. o � a o=••• NDGNANOES PRODUCT REVISED as Iyylng Hn be H.Ads B"IIEin9 Cetle INT. GLASS INt. GLASS etoA.tlo. 17.0420.72 tm KODISPACE 4SG TPS 9 SUPER SPACERONXT B' Bxaimtlon Da zJ1T/z020 By MIamLO ProEuct Control ALUMINUM REINFORCEMENT pOLYIS0. DESIXANTFILLAREA BUIYLENE filln'NOM. WNDM�, SEAL _an�nnrc ssa,u BUTYL& DESICCANT FOAM EXT. GLASS —. LERT.OGANn.YlB1e9 NIP9ufINE4x EXT. GIASS N1 •""' • q j1AX L ..!V�� INT. GIASs u Gs$ tB * : No. 58705 DURASEAL©SPACER m XL EDGE FRIES 770ALUM. SGD - LM IMPACT mwow 500.»o NTS 15 + 22 PGT0130 ALYNNM4LENRE. P.EPSBIM CONFIG. EXAMPLES INTERLOCK DETAIL FUKAI_Lu11/11LDVNmiaan= omnvrwvnon=oro 'M'. SHEET 19 OPERABLE JAMB DETAIL'03'. SHEET 18; ^ < '� ;1—INSTALLATION DETAILS'GW &'Gc'. SHEETS 12 & 13 MAX HEADER DETAIL W, SHEET 18; ' DJAMB DETAIL'G2', ASTRAGAL HEADERDETAIL'A', SHEET INSTALLATION DETAILS'AW&'Ac', DLO LLLSHEET 18:INSTALLATION DETAILS'Li' & 18; INSTALLATION DETAILS'-7 SHEETS 12 & 13 WIDTI DETAILS'GW &'Gc', L2. SHEET 19 'AW &'A.. SHEETS 12 & 13 / TYP. SHEETS I2&13 _l/ r_ PANEL PANEL PANELqx TYPE TYPE TYPE 'R' L' 'D' NOM. PANEL MAX. WIDTH TYP. DLO PER TABLES 1-3 HEIGHT ab D MAX UNITWIDTH — i PANEL PANEL TYPE TYPE MAX. TA 'CS'OS' UNIT HEIGHT SILL DETAIL NOM.PER 'D, SHEET PANEL / TABLES 18; WIDTH TYP. Ia INSTALL OLD PER DETAILS HEIGHT TABLES I-3 'Dw' & Dd, SHEETS12 a ^ C✓ ( & 13 x X X ` ` PANEL TYPE 'K' MAX UNIT 999% HEIGHT PER ,EEj TABLES NOTE 2, 1-3 ISEEFRAME& SILL DETAIL'D', SHEET 18;� -MAX. UNIT WIDTH ---� PANELCORNER EXAMPLE: OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 2-TRACK •DW & De. SHEETS 12 & 13 EXAMPLE' 90° OUTSIDE CORNER -XX(XX (2-TRACK) JAMB DETAIL SHEET 1 ASTRAGAL OETAILS'LT & INTERLOCK OETNL'M', DE & SHEET 19 INSTALLATION DETAILS'IW 8 l L2. SHEET 19� ,'1 INTERLOC�JAMBDE4TAIL'12' ''�SHEE� 'Ic', SHEETS 12 & 13-\ 'HEADER DETAIL OK OETAIL'J'&W. SHEET B', SHEET I8;18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', NSTALLATIONNSTALLATION'HW &'He, SHEETS 12 & 13 'Je,'Kw' &XV, SHEET 14 DETAILS DW &'Bc', DETA&, & 13 SHEETS 12 & 13 MAX UNIT WIDTH MA) HE I TA r MAX. UNIT WIDTH -_- PANEL PANEL PANEL TYPE TYPE TYPE TAN V.M..P,7 UNIT NOM. GHTPANEL ER WIDTH TYP ILES SEE PER -3 DLO NOTE 2. TABLES 1-3 2 1 HEIGHT SHEETI5 a b � EXAMPLE: OXXXp SILL DETAIL'E', SHEET I8:- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec, SHEETS 12 & 13 LER� OFAUlN.IMt68 PAI NEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F 'F P. MA NOMPANEL UN h PANEL // HEIE / WIDTH TYP. // PE SEE MAX. PER TABI -NOTE 2, DLO TABLES 1� 1: SHHEEETI5 HEIGHT 4 —xi D L=Aj JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gd, SHEETS 12 & 13 I INTERLOCK DETAIL ,'M, SHEET 19 90- OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EK RIOR nine oevar PER TABLES 1�3 UNIT HEADER DETAIL'C', SHEET '18; INSTALLATION DETAILS -C& &'Cd, SHEETS 12 & 13 K. T HT R ES I EXAMPLE: XXXO SILL DETAIL'P, SHEET 18; (4-TRACK BY-PASS) INSTALLATION DETAILS FW &'Fe, SHEETS 12 & 13 so6m I NTS 1 18 • 22 POT0130 PRODUCT REVISED pl in wKM1 M. Floritla 001 MIne .-No. 17-0420.12 Expirolion 0ate02117/2020 No. 58705 =vi a- ^_ N 0, MTATE O 14. [I FSQ..<ORIDP...C9�C, P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 Mal G1 fi5 DR 61 2-TRACKJAMB 6'LONG CLIP0105 155 WIRETAINER0106 113 MIDSPAN (SHOWN WITH 5 FIXED PANELTO IT�TI E%rERrofl 100 THE INTERIOR) V- �EXTEMOR 14 15 12 01o%N4• 123 FULL LENGTH � 0 OFJAMB 2-TRACK JAMB SMS.X3 CLIP NO OR N105 51 52 V LONG WI RETAINER M23 (� (SHOWN WITH MIDSPAN 80 FIXED PANEL TO 6UOR61 THE EXTERK)R) Il F%IERIDR L7 E%IERIOft V 121 SEE DETAIL ON SHEET I5 V 12' f]OERIOR a SHOWN WITH ®2-TRACK W/SCREEN OPT. SCREEN A FRAME HEAD TRACK E ®2-TRACK W/SCREEN D FRAME SILL ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 106 FULLPANEL JAMB LENGTH BOOR61 IN V 14 ®75910)R11 G3 WOR61 16 5 2-TRACKJAMB (SHOWN 5 SEE DETAIL GI WITH FOR FIXED OPERABLE PANEL CLIP 15e10 PANEL) go 7-11 SEE DETAIL G2 LOCK P�1y 113 7581m 1- 103 FOR FIXED 6 sb OR 61 PANEL CLIP 180 5 ® 18 17 2-TRACK JAMB E%TERIOfl fi00R 61 EXTERIOR �7 EX MOR jjj VE%TERICR W/SCREEN WIS 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH %(SHOWNWITH (SHOWN WITH I2 (SHOWN WITH H1 OPERABLE PANEL) 11 FIXED PANEL TO FVED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 3-TRACK E FRAME SILL CEW.OFADI MW6 ONSHEET I 4-TRACK C FRAMEHEAD dRIi-T_RACK F FRAME SILL MAX. UNIT HEIGHT PER TABLES IJ PRODUCT REVISED Buomplyin9 wiN the Fl.dd. lming coao NOA-xa 17.0420.12 E.phomn o.to 02/17/2020 5y11uuunny rN.. 58706 =A0 ✓`3�'I y )N DETAILS FStDRIDa,:: . '�S;ONAL ENG 1. SGD-WINDOW - LM! ALYNNM0.LPILPE. 18 •22 PGT0129 C PEIN705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) C Q1WERIOR I ME OR BOOit 61 INTERLOCK `-� EYTEwaR Ita v n IX � V tta 113 1W 11g �EZIEwoR ��W �i b p n L'J_ -ig1G7;�—(J -REM SH SHOWN. ITEM oT � (STILE)STANDARD E)ALSO (STANDARD STILE)ALSO ARD STILE) STANDARD ASTRAGAL R67 HEAVY-DUTY ASTRAGAL N68 90- OUTSIDE CORNER 90' INSIDE GARNER 02-TRACKSHOWN - FOR O ES 1.3, SHEETS 6-8 i-3,SHSSOCIBED u WITH STANDARD STILES 460 WITH HEAVY-DUTY STILES 961 Nt 2-TRACKSHOWN IT (PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 136' OUTSIDE CORNER 01 2-TRACK SHOWN rwss�ET. © 0i Om M,J.leo, cTxr.oFAVTnr+>� o>mmrte INIERIdi V NTER.R 135- INSIDE CORNER oz 2-TRACKSHOWN FRIES 770ALUM. SGD soom I NTS 1 19 -22 4 INTERIOR PRODUCT REVISED omptying wit to Florlua Bulltling Code NOA-No. 77.0420.12 EApl,anon Bat OgMLJ2G20 �i p0 sTk o }: T ., �'',,'0NAL'111,11.1ENG A.LY MIUER.PF. P.EIM705 I Item pWGT# PGT# Description 1 17306 017306 2-1KAIXHEAO 2 1i303 61T303 2-1RAP(RENO WIM SCREEN ML 3 17309 61 M09 34RACK HEAN 4 17312 09312 4TRACK HEAD 5 11314 61T314 FRAMESCREWCOVER 0 D31T 61I317 FRAMEHEAD)AMBACOUN T 1T304 61T304 2-TRACK SILL 8 1TS01 817301 2-TRACK BILL WITH SCREEN PAL 9 1T3m 01]30} 3TRACK SILL to nm 6173f0 d-TMCK BILL 11 1T313 61T313 HOWE SILL WM INSERT 12 —FT-- b1T415 FRAME SRLSCREEN ADOON(SEE NOTE 3) 13 17316 into FRAME SILL SCREEN ENDADDON (SEE NOTE 3) 14 1THIS 61T305 2-TRACK JAMB 15 173D2 617303 2--TRACK JAMB YORI SCREEN RM 1a 73 a1 MIS 3,71VACKJAMD 11 11J11 01)311 4-TRACK JAMB 16 93Y1 01]322 SLLL RISER -FLAT. FLU9.1-W 19 R019 617319 MU. RZU-BOX, FLUSH, 1-LT 20 1T321 b1T321 BET. RISER -FIAT. LOW, E-1YZ' 21 1T3m 61n18 SILLREER-BOX LOW, 2-12' 22 1T355 61}355 SLLRISER-FLAT,MEDEM, 3114' 23 1D&I 61T351 SET. RISER - BOX MEDIUM, 3-VV 24 tT323 01i323 SN. RISER -FIAT, I11G11, 4' 25 9320 61T320 SILL RISER -BOX NON,r 26 1)333 612333 POCKETP4100K 9 TO 6]N0 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 81]334 POCKET P4100K MWM 28 iMS 81i935 P4OOKCOVER 30 tiSon 01139E POCKET FHOOK FOR BOXRl3ER 31 ❑3Ta 611378 135 WRNER 32 1]376 fi17370 135 FLED MOUNT No MS 40S3 ARE SCREEN PARTS: 40 9319 612250 SCREEN SIDE RAIL -LOCKSTLE 41 ]LOCKWGSK SCREENLOCKSET 42 4IaM SCREEN KEEPER SPACER SET 43 8152 08152 SGPEEN IMERLOCK ADAPTER 44 442E 64428 SCREEN DOUBLE NTSJUMCK 45 431T 81225E SCNEFN TOP RAT. 46 4]18 61225i SCREEN BOTTOM RAT. 47 BBB 7SRAZ STANDARD ROLLER 48 BBS iSRAX 5fAWAREHICH ER-ST. STL 99 43R B4344 SCREEN ASTRAGAL 50 1T399 81]349 OTO SCREEN ASTRPUALAR4PTW 51 1692 61892 SCREEN SPLINE-.164 52 1891 61099 .11c. SPLINE-.I50' 81018C20 SCREEN.1H N 51 1T25 IM•%C xIfiW BET. BLOCK, NEOPRENE 85 Ud 55 026 1'%4'%1/fI BET. BLOCK NEOPRENE 85 Hb Item pPGT# PGT# Description 60 17325 617325 PANEL M'LLE 61 1)320 617MB PANEL STILE(HEAVY DUTY) e2 17317 61]32] NTERLOL%ADAPIOR 67 1225 61M48 M4 BULB WS7.-THN(Name NorERLGTX) 64 t729 ]17N SRL EN D WEATHERSTRIP PAD B5 1T320 61T326 WIERLOCKSCREWCOVER 67 17399 61T329 ASTRAGAL 60 173S) 617339 HEAVYOUTYASTPAGAL 69 1]324 617324 TOP &BOTTOM IDOL TO 1]350 4fno TVEATHERSIRIP CgWSDFI(INJECTION MOLDED) 11 1695 TifiM FIX X P XVI HER Fit SEAL BUST PLUGS ]2 81M M153% ANOEM ST. STL ROLLER ASSY. i3 aim ]8ION TANDEM NYLON ROLLER ASSY. T4 SUCONE DOW-899, BUW935 UK GE-T'M T5 81M T81M OWN MORTICE 3PLY DUAL LOCK WILON3 TRIM FIATS ]6 71032XIFPFX AtD X P FL SS SCREW WJTYPE'F' TIP Ti 71=39 1DG2 STEEL ZINC UNLIT ]9 1i35] fi1T39 I-IG BEAD 80 1TS59 B1i359 7116-HEADIFUMPANELGLP 01 " 1T3M 61T360 B90'BEAD 02 024 SUP24]K VINYL BULB VEATERSIPIP 83 BtT45 1T45 LINE RC, IITX1116'SGL SEEM .TAPE,POLYETN. too Sam 4=2 ROLLER qpl. HOIE PLUG - let Trim Aide BUMPER 102 Vail 7106 MST PLUG Im wao T81mx I -KEEPER 'IN am TSDKEEP SCREEN LOGK KEEPER IDS IT314 61T344 FCED PANEL QH-0•LONG I. Oss2 8fi352 FOEDPANELRETANER-916' 10T 17M T1T39 HANDLE KIT- NTERIUR RAISED WITH THUM8lURN 108 1740 Tt'40 NANDIE XIT - KAISER EXTERIOR HANDLE 109 t)31 T016KN NVIDLE KB- RECESSED NIVIOR WADI TALKS TURN 110 1T32 TBt78 HANDLE KR- RECESSED EXTERM NULL 111 TIOXHPPS!VOQ4OX3f4`PH_ N.lEK-8.8. 112 1235 m610 WSTP, .2TOX.IiO-fN 9EAL 113 D12 NOW .IR'X230'FNSEAL Ifd T10MISPPX IT -1@' Hs 710lPPT Flo%Y 116 THDOX 1142OX1'S.S. 1D 72MIM 6142OX1-UZ*S.S. 110 IT030 fi1T336 93OEGREE WRNER RECEIVER 119 I= OWGJl 9ODEGREE OIRSDE CORNERASTRAGAL 120 1T330 011T3]8 9ODEGREE aeluc WRHEft lSTRA(4Al 123 17352 81]352 FOEO PANEL RETAKEN, 7AF 1811)4BO1660 CERT.OFAR]K esma sT2unB I NTS 1 20 • 22 _ L PGTO130 NOTES: 1) ALL ALUMINUM = 606346 2) ITEMS # 33-39, 66-59, 66. 78, 84 09, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF 912 OR #13 REOUIRES MIN. #10 EMS OR 3A6' MASONRY ANCHORS @ 24- MAX. O.C. PRODUCT REVISED as complying with Me Florida Building Code NDA-No. ` 17-0420.12 R j * No. M705 or O S }E c 4/ ` �NALtE,r° I 5.069' 8.582' 0.080' t.zn, lsos° 0.081^ t0 O2-TRACK HEAD 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198' 1.211' 0.081" O2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) 6.526' 0.080, ULA505' O3-TRACKSILL (W0 T6 AL) 7.105' 6.221• O.D80' 7, LZ 1.505' 0.081' 0 3-TRAC HEAD 02-TRACK SILL W/SCREEN TRACK (6063-TEAL) (WiU-T6 AL) 9.142• 4.49- 0.080' 1.2 1. [ 1 1.505' htTFTFTTi .Oq 4-TRACK HEAD OyTRACK SILL (6063 T6 AL) (BW W AL) 1.514- 0.062• 1.2fi0' 0.532^ 0.080' 1.516. OFRAME HEAD/JAMB SCREEN FRAME BILL SCREEN ADD-ON 12 A00-0N (6063-T6 AL) (6063-TEAL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24- MAX. O.C. 99-'0.060' 0.760 1.990' FRAME SILL SCREEN 13 ENO ADD-0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 31 6' MASONRY ANCHORS @ 24- MAX O.C. cmtDFartx eawge' 18' 02-TRACK JAMB WI 15 SCREENTRACK (6063 T6 AL) 16 3-TRACK JAMB (6063-T6 AL) Sr m I NTS 1 21 • 22 7.87T 0.062. 1.01e^ 0.081" SCREEN D STILE (6063-T6 AL) 5.069• -y r 1.045^ 1.993' 0.06T 14 2-TRACK JAMB 45 SCREEN TOP RAIL (6063-i6 AL) (6063-T6 AL) L7 4-TRACK JAMB (6063-T6 AL) 1-- 0.875• 993• L 0.062' GSCREEN 46 BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as plying with the Florida euname Doan NDA-No. 17-0420.12 Expiration Data 02I7)2020 # ; No. 58705 �. 1 r � JL•-._ I,unn.. A. LYNN MILUR P£ P.E.a 5=5 0.718' ^-j 0.83° 3.802" 2.304' 3.802° 0.752' +�7 I1 Li0.]52• 0.574' 0.]961.183"I 0.885' ' 0.233' 1 0.062' � 0.080" � �� 0.062° J 0.06� 0.264° JJJ 0.075' P-HOOK MOUMING I P-HOOK SCREW O5 FRAME 11 SILL pg p-HOOK YB ADAPTOR 29 COVER 0DB0" 88 P4100K FOR BOX RISER SCREW COVER OTRACK 6063-T6AL (6063-T6 AL) (6063-T6 AL) (6063-Tfi Al) (fi063-T6AL) (6063-T6AL) ( ) 4" 4' .155' 1 0.080' O.Ofi2' O.B30° 0 1.600 0.133° 1.80 .080" 1.870' 1.974' 2.44" 31 135-CORNER 0135` FIXED MOUNT 66 STANDARD STILE 61 HEAVY DUTY STILE (6063-T6AL) (6063.T6 AL) (6063-T6AL) (6063-T6 AL) 3.979' LuL0.075• 1,645" O.125 67 STANDARDASTRAGAL (6063TG AL) 1 003' 0281- - 1- HEAVY DUTY ASTRAGAL (6053T6 AL) 1.739° -1 0.062' i'� 303 7.888' II�'�m�l`�-J'I��r1L 0.325" O.Ofi2° INTERLOCK INTERLOCK AD T 85 SCREWCOVER (6063T6 AL) (6063-T6 AL) Imo- 4.126" F �1.050' j^ � 1.050 0.062" 1.3D4' I 28(9�' 3.25' i .045' .617°.045' �.465.04Y GLAZING O7/16'GIAZING O9116-GLAZING PRODUCT REVISED 60 TOP/BOTTOM RAIL 78 66 61 O BEAO I.G. BEAD FIXED READ a I In wlN we Tlorlaa (6063-T6AL) (6083-Tfi AL) PANEL CLIP (6063--T6AL) eacmBpig (W63-T6AL) NOA-Nn. 17-0420.12 A2.826' T.apballon Date 02M 712020 4" --y 5sz1'050'i6s FIXED J_T0.709° 2.0.133" PANEL CLIP 1.490"0.733' 1498"(6053-T6 AL) ,550"�0. EDPAN 0.]09' 14a FIXED PANEL S.fi21'RETAINER. ]/8'7xo 90INSIDE CORNER ASTRAGAL�6663-T6AL) a 0.080'--.-1(6063-T6AL)11090'OUTSIDE CORNER ASTRAGAL ( 4; '•�IGENSF'�CF� 118 90" CORNER RECEIVER (6063 T6 AL) j •..P G FIXED PANEL No. 68705 toff RETAINER 9116. (606346AL) _ *! (6063-T6 AL) -11*� lu� GE ..OFAWH.l 770 22 • 22 1 PGTO130 A.