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HomeMy WebLinkAboutNOASCANNED BY MIAM 1 St. Lucie County •DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 •(7R617 i 5_9590_ Fr786)315-2599 SEP 2 4 2019 ST. Lucie County, 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 f°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 10/10/14, 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, modeltseries, 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 I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. FtEV►EYYwG■® FOS NOA No. 17-0420.12 E C;0W1pL'AJ.G�/Expiration Date: February17, 2020 li 1&3®® COV{" E � Approval Date: September 28, 2017 ST o .V CJE Page 1 BOce File Cn� .. 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 I 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-60289 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) Jorge M. Plasencia, P.E. P 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) 5. 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. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014) and FBC-0 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® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6'h Edition (2017), dated 08110/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04118/17, 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 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I, approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct 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 & 90n/135e 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO. 3) ANCHORAGE: THE 33-1/3% 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 FBC 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 NORS. ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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: FT -5980, FR-5993, FTL-6001, FTL8014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL6024, FTL-6025, FTL.6028, FTL-6031, FTL6033, FRE036 AND FTL-7554 OmeeI Dexdll n alalad Onm Eatedmm inmdo0 ry1S•e HEATSIRENGTIENED T=TEMPERED •NB' •.OAP Ti051FOLm FVB BY IGIRAMY ANERICA INC. SG'=.090"SENRLYGLAb®BY KURAMYAMEPKA LNG DES'GNpNaSsuRERATMG I IMPACTMTINO SEE TABLESI,2&3GN SHEET98,]88 MTEDFORIARGEBSMAU. NUSSIMIMPACTRESISTANCE CODESISTANOARDS USFtI: •2017 RORIDA BUIWNG CODE (FBCy 6IH TON •014 FLORIDA BUILDING CODE (FBCj 67i EDITION .ASTM E130 •ANSVAF&PA NDS-20ISFOR WOOD CONSTRUGTO.N •ALUMINUM DESIGN MANUAL ADM-2016 aAISI S100.12 •AISCM6 la NOTES.............I CONFIGS...... ... 23 ..................... 15.16 TYPES......... 17 IONS ... ..... .... 18,19 .. .................. 20 i........... _....... 21.22 CERT. OFFAU111♦Amre Anchwr Grout/ Anmmr TypeMember Fmme 6ub9mm Wn Up Olpen® Mle. O.C. DISUrce Wn. Mem1 ThlCxnea A BI2 ISMS, 6,601kM,Fe Vikel) 012410688MS. (Fy N kaL Fe• 110 kap M SmNmm Fp (540•055) 3/1B' T/B- I-Nw 606315AMIImn w wt6' 0.090' A36 bfml wB' w10' 0050' W. Msteel am wB' Mir 0.045(18 Ge) 114•Elco Aggro tm Fy=51 kal, Fo`BBxal A8 Concrete M 2.2EW) 1-trz' 3- 4 w Jamb/P4wok Flletl Blmk AsiN G90 Y 3' 2' 015P-Imok Hmaow Ske% TM Y 3' 1-114' AB 6ouihem PNm eu=0.55 1' 1• t3'S B 912 SIeeI SMS K' 6) Sehw3NmtmMyw melm aubepate) Al seMSem PW (SO.035) w1B• T/0• 1-3IB• fi0&iT9 AAonhmn WRAF w16' 0.090' A3Bsmel wr w1C (1w 6.33SmMs'w 31B• BIt6' 0.0451E Ga C 110 IN..MImCent Fa•155 W, Fu•1Tl kal Al Cmmmm (rem. IN Nap 1• 4' 131A Jm,/P{ k Hollow Block(AST4 CNN V C 1-VP Iw Fle. Ul aCoI0 Fy=/SS kal, Fe In kel NI CaRcre 2 xal b12' 4 1�S JMRbl PAmk Flmd Block TM CB YIw 4• 134 Jerre/P4mak Wirow Bleak SW CN 2.1IY V IAW D VTMDSS VWCm%Fl XG Fye127.4kel,FelS0.7ka1 HeWISM Cwceele i,&Nke 1• 4- 130• Jamb/PMck Cmvale n,m. 3.35ke 1• B• 13r4' Jembl Ptmak HNllow Bbck A6IM CBO z-12' 6 1-114• AS swFe. Pine G•0.55 1• 1• 18�8' 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANO-10RAGE FROM MORE THAN ONE W THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE UO STUETIER FOR ALL TABLES IN THIS APPROVAL 2l ALL ANCHOR H FAO TYFES ARE APPLICABLE 3)FORETEELS VAUMIN.N=4SKSL MW DINHFBI. 5)ANCHOR$ MUST 09OFIES MAY ALSO BE NT LENGH80TH T A BLOCK MINUIU ➢OFF TONS GANCHORSNNbT BE OF SUFFICIENT LENGTH bOT1ATA MMPdUM OF 3 THREADS EI(IEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE 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. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-tYZ' THICK. PRODUCT REVISED oa comet Ine wun 16e Flmida PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS BuBdingoae NOA-Na 17A420.72 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12°THICK OR GREATER IX AND 2X BUCKS EaplmNon Date 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER er LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Mlam Pr uc coalTo 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. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4e THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. sax,no I MS I 1 + 22 NO.5870S EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH--1�—"I NOM. PANEL WIDTH PER TABLES 13 1 g MAX UNIT t ij6 HEIGHT PER TABLES I3 I Pacrcer I 1. MAX. UNITWIDTH NOM, PANEL WIDTH PER TABLES 1-3 POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX UNITWIDTH jam— LOCATIONS USING DETAIL'A,Y,'Je,'Ke OR'Ke INSTALLATION. EXAMPLE: 4PANEL>O=IN POCKET (P) CONFIGURATION CAN BE p)000CP, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH CAN BE OXX%p. PER TABLES 1-3 2190' 1,135: CORNER CONFIGURATIONS CAN BE COMBINATION � OF ANY 25TRAIOHT CONFIGURATIONS. IGHT K2 3) FOR NOM. PANEL WIDTH, SEE TABLES I3. PER TEA13LES 13�Hgg1.0' = NOPERA13LE PANEL, °N'p'=POCKEDF—DETAIL LETTER ___ W = WOOD OR METAL INSTALLATION �o'=CONCRETE INSTALLATION -PANEL CONFIGURATIONS MAXUNITWIDTH DLO WIDTH -NOM. PANEL WIDTH -T DLO HEIGHT= DOOR UNIT HEIGHT- Ia.125' NON. PANEL WIDTH _ + A p a 1 PANEL HEIGHT =DOOR UNIT HEIGHT -1.666' PERTABLESI3 MAX UNIT V_+.P�y/ 1 -e + to i 1 114 97 HEIGHT PER TABLES 73 J� � � � POIX2>• 3-PANEL CONFIGURATIONS r 1 I + MAX HEIGHT . UNIT to +e t t i8go t ice$¢ j PER TABLES I3 Y / / I l� POCItET j q 4-PANEL CONFIGURATIONS PRODUCYCT REVISED . e,eep1ding Oep w10 Me Fleaaa NoA .. 17-0420.12 MAX. UNIT WIDTH MAX UNIT WIDTH Expirauen �q /q�� NOM. PANEL WIDTH eT NOM. PANEL WIDTH +3 ® + PER TABLES 13 1 611am1- PER TABLES 13 T— tp +9 t +9 MAX UNR + J 1 9 1 +e HEIGHT + PERTABLES I-3 5-PANEL CONFIGURATIONS N LFRI.OFNRiLPIDNt MAX UNIT I TABLERHEIGHT3 � @� �. ... gluu No.567o5 o I t� 1E F ��'+ ALM MILIER P.E 2 +22 PGT0130 C P.Ep56105 EXAMPLE CONFIGURATIONS GONFIGURAT ONSNOTES: ' MAX. TESTED UNITWIDTH= 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116' Q 96- HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114- @ 120• HEIGHT LOCATIONS USING DETAIL'Jx','Jc', °Kv.-OR'Ke INSTALLATION. NOM, PANEL WIDTH P EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1-3 1 s PXXXXp,pXXXXORXXXXp. O%XX IN POCKET CONFIGURATION CAN BE OXXXp. s 2) 90° 8 735° CORNER CONFIGURATIONS CAN BE A COMBINAT{ON t 0 OF ANY 2 STRAIGHT CONFIGURATIONS. MA H SHT, a 96"OR WIT` a +a / / I;';yy'�BS�gp 3)FOR NOM. PANEL WIDTH, SEE TABLES 13. / / / / / 'X°= OPERABLE PANEL. 'O"= INOPERABLE PANEL, 'P'=POCKET 6-PANEL CONFIGURATIONS e + + DETAIL LETTER= . WOOD OR INSTALLATION MAX. UNIT WIDTH 0—•d=CONCRETEMETAL INSTALLATION " L—SHEETNUMBER NOM. PANEL WIDTH s + PERTABLES 1-3 OLD WIDTH= NOM. PANEL WIDTH 1B 1 1 is 1 I I ijQQ GHT -1 OLD HEIGHT EIGHT= O DOOR HEIGHT PANEL HEIOHf=DOOR UNIT HEIGHT-1.366° MAK UNIT HEIGHT 1 PERTABLES i-3 7-PANEL CONFIGURATIONS PRODUCT REVISED 1 3 Plying with IM1a Plodder NCAJlP. 47-0420.12 MAX. UNIT WIDTH E pl.OPP caeo 02/� 1712020 NOM. PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT 1 PERTABLES 1-3 19 18 9 1 B 9 i `v"i'� 12 g q .PULXET i$"� c ..OFaull mo SGP710 g)di] * Na. 58705 *: _ a GLAZING DETAILS (G3 G3A G4 G4A, G5 & G5A) 7f76' NOM. 7/16' NOM. 1° NOM. 3f16' HS GLASS — 3fi6' HS GLASS 3/I6' HS GLASS .090' PVB .090° PVB .090" SG 3I16' HS GLAS 3115' HS GLASS 74 - 3/16- HS GLASS 74 318' AIR SPACE 74 3/16° T GLASS 3/4'NOM. 3/4'NOM. - 3/4-NOM. GLASS �+LAS' BITE f24-127 GLASS BITE SITE EXIENOR a _ eo 7/1 G" LAMINATED GLASS, TYPE G3 9/16' NOM. 1/4° HS CLASS— .ago- PVB 74 1/4' HS GLASS '7 31VNOM. A GLASS BS 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 911W NOM. 1° NOM. 3II6' HS GLASS 1/4" HS GLASS p90° p .090° SG 3/16' HS GLASS 1/4'HS GLASS 16 5/16'AIR SPACE 74 1f4' T GLASS PRODUCnTnggREVISED 0 BS as Me Florida Boildle9 CetleWiN NOA-No. 17-0420.12 IXTERwR 314° NOM GLASS 14n"f xl 3f4° NOM. E"p'r'uen Cam O2I17/2020 t-, BITE GLASS B� - EXTEAIOR Mta roduCt Cnntm P1 9/16' LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1' LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: 'ANN"=ANNEALED 'HS°= HEAT STRENGTHENED SEE SHEET 16 FOR SPACER DETAILS. °T'=TEMPERED Ima PVB°=.090'TROSIPOL PVB BY KURARAY AMFRICA, INC. 'y s1� GANG DETAILS °SG'=.090'SENTRYGLAS®BY KURARAY AMERICA, INC. ry40aest4m ac wdm,.tKbuncrn:ae SERIES 770ALUM. SGD-LMIMPACT %, JR 04D.7 C NO pIAM1OES THIS SHEET. ua.wu ms mww x �' ^=7 sao-no NTS 4 122 PGTO130 �R iNfOl14 yT: No. 58706 GLAZING DETAILS (136 G6A, G7, G7A, G8 & GSA) 1-NOM. 7116-NOM. 1-NOM. 31JGLTSS- 3/16' HS GLASS 3/16• ANN GLASS .090• SG .090' SG 3/ 3/16' HS GLASB -S T4 3IB' AIR SPACE i4 3/16' ANN GLASS 3 74 3/16'TGLASS3/ib12a12 3/4'NOM. 3GLASS3GLAS5 GLASS BITE BRE EMIRIi0 BITE 54 55 65 ' 1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS, TYPE 37 1" LAMINATED I.G. GLASS, TYPE G8 1'NOM. 9/16-NOM. 1'NOM. 3/16' HS GLASS 311T ANN GLASS .090• SG 1/4' ANN GLASS .090• S 3/16' HS GLASS- .090' SG 3/16- ANN GLASS - SPACE 1!4•ANN GLASS 74 .74 6/16•AIRSPACE 74 1/4' T GLASS 1/4' TT GLASS PRODUCT REVISED ' Mm m. PIONia S3 83 OoiminglCO' 3/4' NOM. '0A-No. 17-0420.12 flat EMERDR GLASS 12a12i 3/4'NOM. PaPlmuon Dato 02/17M020 (G�LASS a BRE GLASS SITE .1 E 1110R ,. mlam a rotluct Control a 91 EMRIOR B 7g 54 55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A `tttlll N lllil]] ]�• ; No. 56705 G NO _ # _ -� -ANN'ANNEALEALED ANN"= 'HS'= HEAT STRENGTHENED SEE SHEET IS FOR SPACER DETAILS, 0���:�` 7=TEMPERED •PVS'-.090'TROSIF0e PVB BY KURARAY AMERICA, INC. roro7tOmwoavowve q o..w. GLAZING DETAILS ' s':"4DRI0�: :]]SYDNALIENG`�. 'SG•=.090'SENTRYGLAS°BY KURARAYAMERICA, INC. (911]49h1&O cEm. oPwrxsm2ve SERIES 770 ALUM. SGD-LM IMPACT JF 04116'f] C NOCILWGE59115S1E£i. ewv� ar: mr+r w ALVNNMILLIIi,PE ns ® a'co-77o NTS 5 122 PGT0130 C PF356105 1WW4 TAB E is Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes: (for all approved configurations on Sheets 2 & 3) +601-60 psf For cmneTutagd--homes- W or I W coma wd%, see -heel 11 (M, be liMted by Table 1A) Dow Una Height la Glas- TYPs- 3, so, W Bm w 7, 7A, 8 & BA and 63718' Ol0 731/B' DLO ]8-711V OLO &i7J8' DLO tbel Types stuMm Anchor Gmup A-horGmup Anchor Group Anchor G.W below. q g D D A B C D A B C D A B C D Ileadl$ilt CAN TAN C4+1 +1 C4+ CAa1 CAai W Jamb B B B B 8 8 B B 8 B e B e B B B P4wok 6r7 8+7 8+7 6+7 7+8 AB ]*8 7+8 Tab ]+B lab 948 7+8 ]+B 7+8 748 Waitaki CA+1 .I CA+1 C4+1 CA+1 &+-I C4+1 CA+1 CAN GIN C4N CAN CAN C4+1 C4N G+1 0 a J-mpB B 88 8 8 8 B B a BP-0ock L 6+7 BN BB 6+] 7aB 7+8 7+B 7+B A8 7+B 7.5 7 B 7-8 7+B 7+a11saNSNI C4a1 CA+1 G+1 CAN G1+i U+1 C4+1 Cga1 CAai CA+1 C441 GN GSN GH1LQ Jamb B B 8 B 8 8 8 B B B B B a B BP-0aok 8+7 aN 8+7 Ba7 7+B ]+0 7+8 ]a8 74+ AB 7+e 7+B -44 7a8Need561CAN C4r1 C411 CAN Cq+i GH1 C4+1 CAN 4+1 G+1 C4+t CAN Cga1 4+ C4+1 G1+7 Jamb 8 B B 8 B 8 B 8 8 8 a e e 8 0 LO P.h.nk Ba] B+] N7 8+7 7+a 7+8 7+0 ]+8 7+8 7a6 7+8 T. 7+8 7+8 ]a0HeaNs01 CA+2 GH2 CH2 G+2 CA+2 CA+2 C4*2 CA+2 CA+2 C4+2 Ca+2 CA+2 Gat OM2 C4aD1- Jamb e B 8 0 0 8 0 8 0 a B B 10 e B 8 P-haak 8+7 6+7 Br7 6+7 7a8 RB 7+B NB 7a8 l+B 7+8 NB 7+B ]+8 7.8 ]s8 FOR EXAMPLE ON USING TABLE. SEE SHEETS. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OFTHE 3-114- SILL. 2) WHEN USING THE 2-1W SILL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 3-114' SILL• POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE M 3) IV, 3 14-AND 2-112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112' 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 CODE (SEE ADJACENT DIAGRAMY THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. B) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE INSTALLED. Sill Height to Max. (+) DP (Water lnflibaHan Pang) Sill RLser HeiOht (a)Oesi9n (FIMwBox, aee pmssiae. psf SAeet 17) Fbah-1-72' sea note3 Law-2-1/T a4a.67 Medium-3V4' +W.D High-4' aE0.0 SEE NOTES 1-3 OH LENGTH OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT = PRODUCT REVISED DOOR UNIT HEIGHT - 10.125- a pivine v4tV Flerlae emid'ma code NDAH4-. 17-0420.12 PANEL HEIGHT= DOOR UNIT HEIGHT -1.86V Bxplm0en Doro021712020 Interlock P-hook WcksHle@Jamb Straight AStrggal Assembly Lor aue@ Straight Astragal 90'Asmgal Au nnb Locen"@ 90-Anragal 165'M-9-1 Assembly LadaHleCD Ij5'Astragal Standard Stills Standartl Stile Standard Stile Standard SHie Standard SHle Heavy-duty SHle HeaWd-[YStil- Heavy-duty Sol- HeavyduNStile Standard Asbagal Outside; Outside Imide J1, I =54 Corner Corner %rmnel Outside e1�� . I-Itle [o `I I Corner Part 960 (#) Part p60 Part p6D Part N60(SHIe) Part N67(ASlragal) Part 460 (SHIe) Part q6111111 Part Owl#119(Out) Part N320 (Ini Part U61($die) Part A61 Er)mer (Corn.&Fxd Mount) N+)4-P1mo ossv aPADntaimm scan I NTS 1 6 + 22 1 PGT0130 .......... \} No. 58705 0 A : )8 It LIENG' ALYNNMILLERP.E P£NS 05 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations an Sheets 2&3) Maximum Os PorcarneJ eeBa9a1 exDorepa an 9m ar 105' come+ wxs, s¢ abeel It Wclby Vable+BO/-60 (May be timllM by Tahle?A) mer W0f Wool Table to Olesa Types 4, 4A, BP 9 80' 10T OB' 1W 12T eppks 6, BA T. TA B d BA..:. 6?]JO' 0 TS118' LO ]9-T1B" DLO BS110' RA 81-]19' O 81-]IB- LO 103]18' f1L0 10D.1jr RO SUI&Mw,al TM. .rows bel.. AreMresuP I hs,Group A KsrGallp Mcnor Gaup I Isr Group Aralus Group I An 'Group Armhor Gm A B C ❑ A IB C I D A B C D A B C D A B C ❑ A B C p A B. C D A B C ❑ BW + ♦ et I e +1 UN11+8 1 +1 UN 01+1 U+1 U+1 U+1 U+ U+1 UN U+1 U+1 U+1 GWL U+1 U+1 U+1 UN U+1 CI+I 1 +1 U+1 O Jamb 8 0 8 e 0 8 B 88 8 B 8 0 8 10 10 10 10 10 10 10 f0 10 10 10 10 10 10t0 10 24' [ PMak6N B+T B+T 6+1 ]+B T+8 )+0 ]aB AB T+0 ]+0 NIt T+8 T+B 0+9 O+B 8+9 B+B B+g B+B 8+9 8+8 8+10 9H0 eN0 &10 9+10 9H0 9+10 &IDF4ad18i0 U+1 U+1 U+1U+1 U+1 U+1 U+1 Uaf1 Cb+1 CW1 U+1 Ua1 roN U+1 U+1 GI+t U+1 UN Uat G+1 U+1 U+1 Ua1 UN U+1 lil+t U+1 U+1 U+1 CMt ALA Jamb B B 0. B 8 8 B e0 0 e B a a f0 tD W 10 10 10 10 10 10 10 10 10 10 f0 10 10 90' &7 eN fi+T 6+T )+e NB T+0 T+B8 AB B AB IB T+8 T+0 8+9 &8 B+B 8+8 B+9 B*9 ea88+9 0+10 8+10 0+1(IW10 9+10 9af0 8+10 Ba10 pikmk HeedlBill CWt U+1 CWf U*1 G I U+1 U+1 UN1 L1a1 UM U+1 UN U+1 U+1 U+1 U+1 U+1 U+1 �1 U+1 Ua1 U+1 U+1 U+1 Uat UH UN UN U+1 CW1 OB' 0 Jb a 8 8 8 8 e 'B 9 8 0 B 0 B 0 /0 10 f0 0 10 10 10 10 10 10 10 1D 10 10 10RhadR 0 6+) 8+] Gi B+T i+e T+0 AB 7+8B ]+B 1+B i+B T+0 7+0 ]+8 e+9 0+9 er2 e+9 8+B 8+9 6+8 h9 W10 9q0 9N0 8+10 B+fO 9+10. -'a3S U+1 U+1 U+1 Uaf GN U+1f U+1 U+1 C/+1 U+1 ; 1 U•1 U+1 G+1 U+n Uat UN U+1 UN Uaf C,1 G+1 U.1 U+1 UH CS+T Uaf Ue1 qY Heeal0n JarM U+1 8 U+1 8 B 0 0 8 8 a 8 8 8 B e B 0 B 1D 10 10 10 10 t0 10 10 10 10 f0 10 12 10 10 10 u DLO T+0 Teo 7+8 7+8 740 7+8 T+8 7+0 7+0 7+8 7+8 7+8 0+9 8+9 a+9 B+B 8+B 8+9 B+B B+8 9+f0 8+10 9tlu 8+10 9H0 BHD 9N0 8+10 HeadAnL U+2 U+2 U+2 U+2 U+2 U+2 U+2 OW2 C 2 Ua2 U.2 U+2 U+2 U+2 CO2 U+2 U+2 U+2 U+2 Ua2 C5+2 05+2 U+2 01+2 c$+2 C6+2 05+2 C0+2 05+2 05+2 C5+2 Fa+2 48' �l0 Jamb B B 0 0 B 8 8 0 6 8 0 0 ID 0 e 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 a P4mak BN 8+] 6N 8*i ]+8 7+8 T+8 )+B T+8 ]i0 ]+8 AB Ne ]a8 T+B 7+8 B+9 8+0 IM9 B+B B+B 8+8 e+p e+9 8+10 8+10 8+10 W10 BHO et/0 8+10 9+10 l0ad1581 O02 CO2 U+2 U+2 CA+2 roa2 U+2 U+2 U+2 Cq+2 U+2 G+S U+2 CW2 G+2 U+2 84• 4Y0 Jamb - 0 e 8 8 a B 0 B 10 B B 0 10 8 B a CL I Not available in these sizes Pdook 6+7 8+1 s+1 e+T ]+a AB A i+8 T+0 7+0 1 7.8 7+8 AB ]+a IT+8 7+B Heaal901 Di-2 ON2 fM2 U+2 G+2 U*2 U+2 U+2 Ua2 U+2 U+2 c4+2 U+2 U+2 U+2 U+2 6P Jamb e B a 8 B 0 8 0 10 8 8 B 10 B 8 a OLO p4mok e+] 6+7 8+7 B+7 7+0 ]+0 i*8 7+8 ]+0 T+B ]a8 7+5 1 7+0 7+8 1 7+0 T+e rVR CN+IYIfLC Vry Voi,w ,�ow,.a��.s„�+• .+. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE St/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 OF IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX - (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4', 3-114-AND 2-1W SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-It2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS 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 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. Sill Height to Max. (+) DP Mawr lamination Ra ing) Sill Rear Height (+)Design (Fiat or Box, sea e, Pat Swat 17) Flush-1-12 t.3 lmv-2-1/T JOST Madium-3-114'.D.0 SEE ND TES IK NOM. PANEL WIDTH-7- DLO HEIGHT= OH LENGTH DOOR UNIT HEIGHT-10.125' PANELHEIGHT= DOOR UNIT HEIGHT -1.866' OH RAT1021' PRODUCT REVISED a epmply119 wllb Me FloridaeuaafnB ❑aao NO o. 17-0420.12 F PbaaaA Da1e02117/2020 OH RATIO = OH LENGTH OH HEIGHT ce.eaa v DGTen s Simight Astragal Lockitil¢@ 90'Astraeal ry _._. _._._... LodaUle@ ]35'Astragal IaU3Ne@ Interlock P-0ook Lackstlle l?Jdmb Assembly Straight Astragal Assemb 9a'Artmgal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavyduty501e Heavy-dutlSNe Standard Astragal OutsMe corner outside Insl ¢ Come Carre� mruIdd� Comer outside Iasiae Comer Comer Part 461(a2) Part O61 Partg61 Partg61 (Stile) part 116T (Astrzeal) PartN61, Part B61(Stile) PartRlree Part#119(Out) Partk120(ln.) PaRH61(SHIe) 22 Partp6l )mer (Coco aixd Mount) cmr. oralrrxr2nTm SON770 I NTS 17 = 22 ](. Na. 58705 - TABLE 3: Design Pressura(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 It 3) Maximum DP shown below For comer esbmel emhaega m 90° or 135' caner oNte. see sheet 11 (May he BmOed by Table 3A) Ddbr UNl NeI h1 4, 4A, ev B4' EO' 96" 102' 10B' Tat1a epp0es to Glesa types 6, 6A. 7, 7toA. e e N end i4. 69• /B° DW 7S 18° DLO Te71P ULU eS718' DLO 9 -7/a° 0L0 97-71W DLO SludAstagal types shewnbebw. AneharGreeP Arches Qorq or Gr AnchWp ArclnrGmY Archer Getup Anchor Grp A B C D A B C D A B C U A 1 B 1C D A B C D A B C D Des nPlessure a/.We C4+1 1"+11 C4+1 I Gal N+1 14+1 N+i CA+1 N+1 G+1 C i C t C4a1 N+t G11 C4+1 C4+1 CA+1 0+1 G+1 +-]. G+1 CA+t Psi CA+1 Gat 1P Head100 8 6 0 B 8 e e 8 B 10 10 10 10 10 10 10 10 DW Jamb 0 B B e B I Ie I0 T+e T+e ya0 7+0 7+0 NB 7+0 7+B ]+8 7a0 N8 8+9 Ba9 0+9 8+9 aH, 1 8+9 8a9 8+9 P4mok 6+7 6+76+7 6+l 7+8 +F9p.0 f +1426 Pat +/-7&0 Psf 23° Design Pressurz Head501 C4+1 C4+1 G+1 N+1 C1+1 GN L'4a1 Gal N+1 N+i CA+1 C4+1 C4+1 G+1 N+t C4+1 C4+1 C4+t C4+1 G1+1 CAN C4+1 N+1 C4+1 m" DW 8 B B e 8 8 8 B 10 8 B 8 10 8 '8 8 10 10 10 10 10 10 lu t0 Jamb 6+7 6+7 6+7 7+8 1+6 11 7+0 I—I"7ae ]+B ]+8 7aB ]+B ta0 i i 8+9 8+9 8+9 0+9 Ba9 8+9 8+9 B+9 P.teok Hal +F90.D pst +14126 sf a/-7GO psf a° Oas00 Pressure m+t C4+t C4+1 N+1 G1+1 CAN N G 04+1 N+1 04+1 NN C4+1 C5+1 Cb+1 NN Gal C5+1 C5+1 C4+1 GN 05+1 G5+1 C4+1 G+1 5 6" DLO tleedrsm Jamb 10 B B 8 1 10 8 B B t0 8 0 8 12 10 B e 12 1D 10 10 10 10 10 10 P400k 6+7 6+] 6+] 6+7 7+B ]+B 7a0 N8 ]+8 ]+e ]+8 ]aB 8+9 B+9 Ba9 BI9. 1 1 1 019 0+9 8+9 8+9 8+9 8+9 8+9 I49 5 E De nPmssura 4F90.D pill +1412.0 psf 41-75.0Psf C4a2 C4+2 C4+Z G+2 N+2 Na2 D9K G+2 CN2 C5+2 C4+2 C5+2 C5+2 C6+2 G5+2 C5+2 C6+2 CSa2 C5+2 C6+2 LN2 C5+2 C6+2 C5+2 35" Head15111 t0 8 8 B 13 10 B B 12 10 0 B 12 10 10 10 12 10 t0 10 DLO Jamb 10 B 0 8 7+8 7+8 8+9 8+9 8+9 8+9 0+9 8+9 8+9 B+9 8+9 8H B+9 8+9 B+9 9+9 e4o 8+9 P4nok 7+8 7+0 7+8 7+8 7+8 7+8 +/60.Opsf See MLA w +/-82.6 f +F75opsf 4V Dea0n presses Heedis8l C8+2 C5+2 N+2 G+2 C5+2 CSa2 C5+2 CSa2 C6+2 C6+2 C6+2 C5+2 C612 C6+2 2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 W+2 C5+2 C5+2 �, 10 e B B 12 10 B B 12 10 8 B 19 12 8 8 19 12 ID 10 14 10 10 10 DW Jamb 8+9 0+9 8+9 a+9 8+9 8+9 8+9 9+10 4+10 1 9+10 s+10 I 9+10 9+10 8a10 9a10 9410 9+10 9+10 P4xmk 7+B 7+8 7+e 7+8 8+9 rvv,cru.,-a........, ............. ... ......._..-...EONS• F�(AMPLE ON SHEETT g NOTES; 1) WHEN USING LNTABLE 3ARE BASED U IS USE STHE. SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3.7/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3) 4-, 34W AND 2-11T SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-7/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDrfION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 1044 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. OLO WIDTH = NOM. PANEL WIDTH -T DLO HEIGHT= DOOR UNIT HEIGHT - 10.129 PANEL HEIGHT= DOOR UNIT HEIGHT - 1.666' atone. v ",uI c THE FOLLOWING STILE & Straight Astragal le@ 9o'Astragai ............ lodaule@ ]36. 0.5bagal Loikstiie@ Interlock P-hook Locksdle@Jamb Assembly Straight Astragal el li Assembly 90'Astmgal Assembly 13S-Altra4ial Heavy-duty sulm Heavy-duty stile HeaVrcu1y5tl1e Heavyduty Sole Heavy-dutysule Heavy -dory StOe Heavyduty Snle H¢avydvry5tile HeaWduty%le Heald -duty tt gal Omslde meter Outside Corn Insure mete ' Ins Garner Ou tnslde Comer oul mrncr PaRp61 (x2) Part961 Part 061 part N61 (501e) part p68 (Astragal) Part#61' Partd61 I601e) Partell0(Corner part#119(Out) part0120 (In.) Parlm(Stlle) Parts del&032 Part961 Bm&id) (Com.&FrA Mount) MITE OFArrM dPmY 690-m I NTS 1 8 e 22 1 PG10130 SIO Heightto MaX. (+) DP (Water bddUe0on Rating) Sill RLser Height (+)Millen (Flat or Sox,8ee Prassum, Paf Sheet l7) Flush-1-1/2' see note Low-2-7y2' +48.87 Medium-3-IM" +60.0 High-W +90.0 SEENOTES 1.3 OH LENGTH ON RATIO 21 OH RATIO c ON LENGTH OH HEIGHT PRODUCT REVISED as comPlyyln9 with the Florida Building Cado NBu-No. 17-0420.12 * ; No. 58705 =V; •.• 91: S'., ORIDA. '0NALI£; ALYNNMUIER NO FRAME ' 10° P-HOOKANCHORAGE CONSISTS OF: SEE'CS• CLUSTER SEE JAMB (9)P-HOOKANCHORS, SEE'C5•CLUSTER MAX. UNIT WIDTH ETAILS, SHEET IO SPLICE REQUIRED@ (PERPENDICULAR TO GLASS SEE'CS 10 FOR ETERLO K' FOR ASTRAGAL EXTERIOR PLANE SEE TABLE 2, SHEET 1 DETAL TERLOC ID FOR REQUIRES'C6' SHEET IO FOR INTERLOCK NOTE, ) INTERLOCK 24' MAX. O.C. THIS POCKETS AND 48° NOM CLUSTER, SEE SHEET SEE POCKET 10P-HOOK _ \ PREL WIDTH DETAILS, SHEEP II j1�. ( ) r_____Kul x x JAMB MOUNTING I z x x x z e•MAX INSTALLATION, ADAPTER I I+ x x x x xxx x x x� THIS SHEET ANCHORS MIDWAY i o• 3.1A &SHEET 14 BETWEEN P-HOOK I lol 4PAIRS OF ANCHORS & AT 3' = FRAME x z ANCHORS •';';1,, FROM TOP& iota 14°MAx. o.C.j �o �xANCHORS 98' (TOTAIB BOTTOM Igo �� o UNR 21• ANCHORS) 4.051' •MAX TO OPENING imn I®I OD=P-HOOK HEIGHT O'C' PERJAMB • EDGE OF POCKET SEE Ig O ANCHORS ( (SEEJAMB INSTALLATION is®I Io� O'G Z x j DETAIL BELOW) It 0 END PANEL SHEET 14 & PART i to i l X o MOUNTING ANCHORAGE DETAILS 'J'&W. I � �o, r 3-MAX. ADAPTER z 24' MAX• (2 ANCHORS) SHEET 19 FOR $ 1 oll�y ' ANCHORS - x O.C. P-HOOK L____ GM - _ - x xx -�• ENP PANEL END PANEL ANCHORAGE ANCHORS ANCHORAGE x' z xz x xx xxx xx xxx GNKETcHH BELOW (GEE SKETCH Sam) �•+2 °1Y �•a2• st ANCHORAGE CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.W 24°MAX. E7(AMPLE'5-PANEL 2TRACK 90°OUTSIDE CORNER -P)OM - EXi. MOUNT POCKET ANCHORAGE PLAN: O.C. 48•x96-NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SHEET 8) 6° SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BEAODED 1 1) APPROVED ANCHORS SEE TABLE A. SHEET 1 I 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFEO IN TRLES 13. SHEETS 64k 48' CENTERLINE OF • . INTERLOCK HEAD & SILL: MAX FROM FRAME CORNERS. PANEL PREL SEE-05-CLUSTER USE SPECIFIED AND WIDTH SHCLUSTERFROMRPROK DETAILS, SHEET IO TABLES, SHEETS 641 AT EACH INTERLOCK AND STRAIGHTAND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL •+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3 5' ADDITIONAL ANCHORS 24° O.C. MAXIMUM. AS NEEDED TO ALIGN THE �mGR HEAD OR SILL IFA SPLICE 21' It; OCCURS AT THE P-HOOK. MAX PRODUCT REVISED O.C. ag comPiyyI .[MN. Ficri4a Cocc _ XOA-n9 NOA-No. 77-0420.12 5.fi4' ExpLa4on Dab 2%712020 6° MAX 6y Miam ucl con e CENTERL/NE -JAMBS & P-HOOKS: 6' MAX FROM BOTTOM: 21' MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-e. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES '+2'ANCHORAGE SEE"C5°CLUSTER END PANEL ANCHOR PAIR CENTERUNE CENTERLINE `) °06° CLUSTER, SEE {.�OF DETAILS, SHEET 10 {�.pF ANCHORAG DETAILS, SHEET1 I INTERLOCK FORASTRAGAL I ASTRAGAL (2 ANCHORS) 8• i• 4.051• �I__ 3.5" I MAX . ^ . ` �.iONV LYNN�� �ceN4•F •.;(� TT11 �CENTERLINE 1� CENTERUNE n CENTERLINE �>} 14u 53T05 IE _ EXTERIOR OFPANEL9+2'ANCHORAGE I OF PANEL '+2•ANCHORAGE I OF PANEL •� _ Vt SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ...,..e � A C6(l WAU1NRBZPe s ?m I NTS 1 9 + 22 ASTRAGAL OR L...SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE P IMEERLINE I IF NEEDED INTERLOCENTERUNE� C6•C CLUSTER DETAIL) CONDITION. USE CENTERLINE I T 75' EXi a w 2.04" 1.2.04` 3.5• EXTENOR IXTERIOR TE'IN�OR v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (a) ASTRAGAL OR INTERLOCK (01 ASTRAGAL OR INTERLOCK (C(USE WHERE 5 CLUSTER LUSTER ANCHORS ARE REQUIRED,*C47 ANCHORS ARE REQUIRED,'M ASTRAGAL OR SPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE I 3.S 4,08' rxrTE'Irt_ioR T ExTFwm V 3-TRACK FRAME HEAD/SILL (aT ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, °C4' ASTRAGALOR SPLICE LOCATION INTERLOCK-1 IFNEEDED CENTERLINE FMTETNOR V 4-TRACK FRAME HEADISILL A ASTRAGAL OR IEERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'CV) ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION,USE* CENTERLNE I'06-CLUSTER DETAIL) 3.5° 2A4' 4.08' I I -�-mot 4'DIAG. Fes- T 3-TRACK FRAME HEADISILL (la ASTRAGAL OR INTERLOCK _ (USE WHERE 5 CLUSTER ANCHORSARE REQUIRED, •C5•) ASTRAGAL ORK (FOR SPLICE INTERLOCCONDITION, USE CENTERLINE .06. CLUSTER DETAIL) 3.5" w 1.75` 3.5` 6.OwG. LOCATION 2.04' an 2.04° I - 21" MAX. J O.C. w 21- 5.64' MAX. 2.04' I F-.- 7' --4 6-MAX. 2-TRACK FRAME HEADISILL 0TRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, •C6-) 2-TRACK FRAMEJAMB 6- ANCHOR PAIR ASTRAGALOR SPUCELOCATION INTERLOCK -`IF NEEDED 204°E CENTERLINE 1--� yin r- 21• • DIAG. MAX. O.C. 2.04• T— R— 4 3.--.-1 3.5` 3-TRACK FRAME HEADISILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6' ASTRAGAL OR (FORSPLICE INTERLOCK—] CONDITION, DO NOT I USE THIS DETAIL) 4• DIAG.Elf 2.�" y 8• LxrENOR TEzrTe'Inroa 4-TRACK FRAME HEADISILL ASTRAGAL OR 04TERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'M r . OE41fIN11.9L9B 11-ifi!T.IYA 1 4-TRACK 6•DIAS. FRAMEJAMS ExiERwn ANCHORPAIR 6.64' 13TRACK FRAME JAMB ANCHOR PAIR FORSPLICEO CONDITIONS ONLY: 4-TRACK FRAME HEADISILL a ASTRAGALOR INTERLOCK (USE WHEN H&LWITHOUT SPLICE CONDITIONI�s�,) SG67I0 F. SGD - LM IMPACT �w 10 s 22 1 PG70130 DIAG. I MAY BE INSTALLED THE EXT. OR INT. T. SHOWN) NOTES. T. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED Bs1 nlgIjying with the Plodda NO"e. 17-0420.12 E"InOCRDale.p2N 12020 * i No. 557o5 r = T . '��SIONAL gN�'N rrnnn1111 ALym MILLER.PE. P.E#59T05 u� �'- � � III► II GO- CORNER 90° CORNER 135' CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SKL 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. '94D ANCHORS ARE REQUIRED,'9T) ANCHORS ARE REQUIRED,' E EwOly INiER10ft 4.08' I3.5 INTEMR 7.41°T 13'3 A4* FOR3.5'4.4.08' 3T' O G, 7-4- 3.5' ON E%IERIOR T'4 INIEMR ALL 90-CORNER ExIEgIDR 135'OCRNER707VIEWS 0 3-TRACKFRAMEHEAD/SILL 3-TRACK FRAME ILL HEAOS I ('C_6° ANCHOR CLUSTER REQUIRED ('CT ANCHOR CLUSTER REQUIRED .I AT ALL 3-TRACK CORNERS) ATALL3-TRACK CORNERS) , INRAroR 4• .8.12 2.04' EMERIDR I Ew 2.04- .12- MJERIOR z.oa a Owo. 136' CORNER 2-TRACK FRAME READISILL 3.5" I (USE WHERE 5 OR 6 CLUSTER I CENTERLINE ANCHORS ARE REQUIRED,'C6')- I`OFPANEL 'hi' ANCHOR '+3' ANCHOR 2,0p 4' DIAG. 7' 1—CENTERLINE CENTERLINE I OFPANEL OFPANa 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED ulENsneewlth he Fl.ri4a6iCo4a NO .. 17-0420.12 P.aPlmu,re Data 02/17/2020 INR9il011 SO 4° 3.S 136° "° `+3'ANCHOR T 8.1Y 6.12' 3'5' 4.08' T EX fROq II IIII 2.04' �3.6' 4' 4' DIAG. R RJOR 4. 3.S I�_ICENTERLINE E%IERIOR ..� pNY LYN,y �.. 90-CORNER 135°CORNER _ 2.04° I OF➢ANEL 4-TRACK FRAME HEADSILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL * i ND. 58705 '•P ('CB° ANCHOR CLUSTER REQUIRED rgT ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT _ AT ALL 4-TRACK CORNERS) ATALL4-TRACK CORNERS) - *- (3-TRACK SIMILAR) NOTES: 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I4mJEaeua.GGvmavE a-naa :�0,�'•,• 6JA D�•��/�� 2 DETAILS DEPICT ANCHOR DUANTITYAND SPACING,ANO WOULD BE NVErngrt4rsm ANCHORAGE, EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. �1I'80^600 >< %/ S crnr.urnuJnmam SERIES 770ALUM. SGO-LM IMPACT _ '1'141L,EN"1 JR 0607 C NOONNGESJNISSREEJ. m=rrruva®n �"a"` A.L I U P£ f0/IW4 „u "�,^,,,^' ®„a"a SGo- NTS 11 +22 POT0130 C P.EREBNS INSTALLATION DETAILS BEDMENTSEE TABLE A. SHEET I EMBEDMENT: SEETABLE A. SHEET i MIN. OF 3 THREADS BEYOND EDGE THEMETALSUBSTRATE EDGE DISTANCE: AEDGEDLEA. SH A SHEET 7 SEETA LEA,SHNCE: SEETABLE A, SHEET 12-0/16'•2-1/i6NOTES: SEE TABLE A, SHEEP 1ABLE 1/4' 1tv LALL DIMENSIONS ExTBRtoR 1/4' MAXEx1EPo0SBASED *SEE M SHOWN LLOWED. SHIM2.METRATES MSHM ON MIIN. M OD SUBSTRATES MAYBE EMBEDMENT: USED FOR ALL FRAME SEE TABLE A. ---- TYPES PER TABLE A, TYP.. SEE ANCHOR NOTE3,SHEETI 2-TRAI A WOOC WOODANCHORTYP.. SEEANCHORNOTES & TABLEA, SHEEP 1 1 (1/4' MA)L) (� I 2-1/16" EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET Is2-TRACK FRAME SILL WOO (INSTALLATION EMBEDMENT: SEE ~ TABLE A, SHEET EDGE DISTANCE: 2X WOOD SEETABLEA, TYP.,SEEANCHOR SHEET NOTE3,SHEETI 6' • WOODANCHORTYP., SEE ANCHOR NOTES & TABLEA, SHEET 1 B Rlm ,j 1/4-MAX SHIM I+ 2-TRACK FRAME JAMB WOOD INSTALLATON 2X WOOD TYP., SEEANCHOR NOTE 3, SHEET I WOOD ANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTET'RLIDR V 1/4' MAX. SH WOODANCHORTYP.. SEE ANCHOR NOTES & TABLE A, SHEET 1 TYP.. SEE ANCHOR LSEEANCHORNUIE NOTE 3. SHEET &TABLE A, SHEET 3-TRACK FRAME HEAD WOOD INSTALLATION 2XWOOD WOODANCHORTYP., . 2XWOOD TYP.,SEEANCHOR SEE ANCHOR NOTES TYP.,SEEANCHOR NOTE3,SHEET1 SEE &TABLEA,SHEETI NOTE 3, SHEET ANCHOR NOTE S, SHEET 1 (1/4-MAX.)"DISTANCE: F RIOR2 SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 2-0/16' IM EDGE DISTANCE: SEE TABLEA, SHEETI cmr,oFwrN.'mzss METALTYP.. EMS ANCHOR TYP., SHEET 1. SEEANCHOR SEE ANCHOR NOTES NOTE 4, SHEET &TABLE A. SHEET 4-TRACK FRAME HEAD • DIAGONAL O.C. IS MIN 4' (HEAD & SILL) METAL INSTALLATION OR 6' (JAMB) SEE SMS ANCHORTYP., METAL TYP.. DETAILS, SHEETS 10 & 11. SEEANCHORNOTES SEE ANCHOR & TABLE A. SHEET 1 NOTE 4. SHEET 1 SEE NCHOR MIN. OF 3 THREADS BEYOND VOTE B, " THE METAL SUBSTRATE iHEET i 1' MAX) T o RICRl EMBEDMENT: SEE �2-1/16"' TABLE A, SHEET 1 EDGE DISTANCE. SEE TABLE A. SHEEF 1 EMBEDMENT: SEE PRODUCT REVISED TABLE A. SHEET 1 —7 es.c.gpI lag.IM Bw Flonaa 1 D0BNa9 Gotle Non -No. 77-0920.12 EDGE DISTANCE: E.Ptral .. Data 02117/2020 SEE TABLE A, METALTYP., SHEET By Mla ,-Da ro ud ono-o SEEANCHOR NOTE 4, SHEET 1 2-1116" SMSANCHORTYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 MIN. OF 3 I N I 1 THREADS FxTEao BEYOND THE `�` �914y YNN n- a METAL �.:' v SUBSTRATE •'(� 1/4'MAX SHIM F.— >ti: NAM" sco-no 1 NTS 1 12 a 22 I INSTALLATION DETAILS EMBEDMENT: SEE TABLEA, SHEET i EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: ,.ALL DIMENSIONS CONCRETE CONCRETE TABLEASHEET? SEE TABLE A SHEET I CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED PER TABLE 2-1116" PER TABLE 2-1/16°` PERTABLE 2-1116— ON MIN. ALLOWED. A. SHEET A, SHEET 1 - A, SHEETI 114' •;r • DIAGONAL O.C. IS BIOB _�yl�' t� - '(� - MAX. MIN 4°(HEAD &SILL) T,1 j� SHIM OR6'(JAMB)SEE EMBEDMENT. J 7/4° 1EyoR 1/4' pXMMOR 7 I DETAILS, SHEETS 16 & 71. SEE TSHEET � MAX �. I SHIM SHIM PROPERLYSECUREDIX CONCRETEANCHORTYR. PROPERLY SECUREDIX CONCRETEANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. WOOD BUCK TYP., SEE SEE ANCHOR NOTES B WOOD BUCK TYP., SEE SEEANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET I TABLE A, SHEET ANCHOR NOTE 3, SHEET I TABLEA SHEET ANCHOR NOTE 3, SHEET I TABLE A, SHEET FRAME HEAD 3-TRACK E FRAME % CK ME HEAD % CONCRETE INSTALLATION CONCRETCK INSTALLATION CONCRETEEIINSTALLATION CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP_ PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.. SEE SEE CR NOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE 0. SHEET i ANCHOR NOTE 3, SHEET 1 q SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 7 SEEANCHOR :TABLE SEEANCHOR SEE ANCHOR NOTE S. SHEET NOTE S. NOTE 5, 1 (114' MAX) SHEET 1 SHEET I E, �m T :....... EX EWBB „ . t t- - ez EwoRCONC �2-1/16" 2-1116' 2-1116' PERTABLE EDGEDISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEETI SEE TABLE A. SHEET I PERTABLE SEE TABLE A, SHEET I PER TABLE SEE TABLE q SHEET EMBEDMENT: SEE TABLE A SHEET" 1 A.SHEETI EMBEDMENT: SEE TABLEA SHEETI A•SHEET1 EMBEDMENT: SEE TABLE A. SHEET FRAMECK FRAME INNSTALATION CONCRETE ICK COILL NCCRETE STAALATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLEASHEETI pi mth me F1.6d. euliamp Cole EMBEDMENT: SEE NOA-No. 17-0420.12 TABLE A, SHEET �1 DISTANCE • EDGE DISTANCE: TABLEA Exptralien 0.1. 02/17/2020 EMBEDMENT: SEE CONCJCMU ANCHOR _ PROPERLY SECUREDEE SEE TABLE A. ROPERL aSECURE.,SHEETI WOOD BUCK By ��— mian.aa- a�To— TABLEgSHETI_y NP..SEEANCHOR SHEETI Sx TE3, oJ }: PROPERLYSECIXWOODBUCK REO EDGE DISTANCE: NOTES&TABLE&A. SHEET IX WOOD BUCK TYP., SEE TABLE& SHEETI 2-1/16" [2-1116— SEE ANCHOR NOTE 3, SHEET? CONCJCMUANCHOR _ SHEET1E TYP.. SEE ANCHOR CONCJCMU ANCHOR -1XWOOPROPERLYSECURED TYP., SEE ANCHOR EEANC ORSEEANCHOR 1XWOODBUCKTYP.,SHEETI NOTE 3', CONCRETE CONCRETE NOTE ' A. SHET7 CONCRETE :. OR CMUSHEET? OR CMU E%LEwoR PER TABLE ., `�fD......ex1F0160 - ORCMU EXTERIOR : PERTABLE nA. SHEEI'1 SHEET V �`�•�-:'�JCENyF-;�(��� TT77 'DIX NW. SHIM PERTABLE Il A, Q' No.5W05 A,SHEET 1 7/4'MAX SHIM �-Ih— 1l4° MAX SHI-� IM ' * ' S2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = V, `( ,A t, (:' 0: c CONCRETE/CMU INTALATION CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION cm..OFi111M11B138 Samno I NTS 1 13 + 22 t INSTALLATION DETAILS FRAMEJAMB REQUIREDATALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING ADAPTER WATERWOOOANOUNTING., WOOD ANCHORING INFILTRATION SEEANCHORNOTES MTABLEASHEErl EMBEDMENT:&TABLE A, SHEET 1 SEETABLEA, (ALSO SEE TYP.SHEETII ILLUSTRATION. SHEET 9) I L —T-=DISTANCE: SEE S E A, SHEET 1 EMBEDMENT: SEE TABLE A, 20 SHEET I Fxrewoa PHOOKWOODANCHORTYP., P-HOOK SEE ANCHOR NOTES CONCRETE OR 8 TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE TYP. 2.693MIN. A, SHEET ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18 020 #22 OR#21. WOOD INSTALLATION EXTERIORMOUNISHOWN (SEE TABLES IN 2A& 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEEANOHOR P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET 1; EMBEDMENT: SEE TABLEA.SHEETI r ADAPTER EMS CMU PE -� MIN, OF 3 THREADS ANCHOR TYP., SEE A SHE., 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE &TABLE A. SHEET EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEETABLEA EMBEDMENT: SHEET 9) . SHEETI SEE TABLE A. DISTANCE: SEE SHEET 1 T BLE A. SHEET I EDGE "2 CONCJCMU ' Y. ANCHOR TYP., SEE 26 ANCHOR NOTES & TABLE A. SHEET 1 - 1.1/4' MIN. EDGE DISTANCE .�. "•',: `�'�">' P-HOOK MOUNTING •�;j ADAPTER CONCJCMU •".�f;i'.�r.��.p j;: •. ANCHOR TYP., SEE ^' ANCHOR NOTES&TABLE EMBEDMENT: SEE A, SHEET TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS#18 #20 922 OR#24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TABLEA SHEETI ANCHORTYP.,SEE ANCHOR NOTES&TABLE 1-114' MIN. EDGE DISTANCE NOTES: I. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETAREFOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A. SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1.3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED 8uilEinglying with Me Florida NOA-H..GGaaCC 17-0420.12 P-HOOKSMS ANCHOR TYP., / FxTEBroR SEE ANCHOR NOTES) n P4100K CONCJCMU EKIERICR ANCHORTYP., SEE fl V &TABLE A, SHEET V IT; ANCHOR NOTES&TABLElp� (ALSO SEE TYP. 2.693' MIN. 0. SHEET 1 2.693' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) �f 1111111/2 P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS#19.#21.#23 OR#25, PARTS #19. #21,923 OR 025, EXTERIOR EXTERIOR UGEMyF METAL INSTALLATION CONCRETE INSTALLATION �� (SEE TABLES IA. 2A&3A MOUNT (SEE TABLES IA 2A&3A MOUNT No. 567g5 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLYD _ A7 _. IHIswM .. LR AUI =Mi seu-Tm I NTS 1 14 + 22 ALYNNMLtXRRIL P.E9 wo CONFIG. EXAMPLES MAX UNIT WIDTH M1AX UNIT WIDTH HEADER DETAIL'' A', MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYR PER TABLES IJ DETAILS'AW &'Ad, WIDTH INTERIOR SHEETS 12 & 13 NOTES: ERTERIOR 1) SEE SHEET W FOR INDIVDUAL PANEL CONFIGURATIONS AS - BYAPPLICABLE. SEE DP/ANCHOR PANEL PANEL CORNER DETAIL FOR MAX PSI' TYPE TYPE PANEL TABLES, SHEETS 6.8 TYPE •QS� TYPE ER SHEETGESHEE ER PANEL HEIGHT AND WIDTH. SEE A ANCHORAGE SHEET II SHEETS I8&19 FOR SECTION O. MAX. UNIT DETAILS AND SHEETS I2-74 FOR INSTALLATION DETAILS. MAX PANEL ! PA EL / / MAX HEIGHT DLO PER INTERLOCK DETAIL 1N', SHEET I9 2)(7)LOCK (BEMs 758107-110)AT HEIGHT SEE WIDTH TIP. PER HEIGHT TABLES E RIOR IWEWOR EACH LOCKSTILE, LOCKING INTO NOTE2 TABLES 1-3 KEEPER( ITEM 103) AT FRAMEJAMB ORASTRAGAL 3) PLEASE SEE APPLICABLE (� X r,'j X "- JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS J ASTRAGAL & INTERLOCK X X 'GW &'GC, SHEETS 12 & 13 COMBINATIONS PER E 1ANCHOR TABLES. WIDTH = NOM. PANEL WIDTH - 7 90•DLO DLO HEGHT=DOOR NITH HEIGHT 10.126• SILL SHEET 78; N DETAILS INSTALLATION EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XXlXX PANEL HEIGHT =DOOR UNIT HEIGHT -1.866- 'DW & Ve, SHEETS 12 & 13 —SIUOONE —1-1 T41 LT OLITiL „ PANEL CORNER FRAME CORNER DETAIL DETAIL Part* Description Material 124 Kommeding4SGTPSSpacerSyslem 125 Quanex Super Spacer nXf with Hot Malt Butyl See this Sheet fir 126 Ouan" Dumseal Spacer Materials 127 Cardinal )I Edge Spacer I I.crrncwt:c ,o i n=Nn, a: r•�p.,,, o,.„, o..�.., STRUCTURAL SILIMNE FOAM ta!sl ANT a. G.ASS1 PRODUCT REVISED comp yg, IN Me FIa4da iM. GLA55 WT. GLASS Bulldl." de NBA-Ne. 17.0420.12 rza KODISPACE 4SG TPS +a SUPER SPACER@NXT' B" "-"-nBa 2/171202D B7 Mlam Pro uct Oontro AWMWUM ,. REINFORCEMEW pOLTISO- OESICCAW FLLLARFA BUO'IXNE &W NOM. WIVNOM. am BUTYL& SNCONE SEAL -mICFANT ROLL -FORMED STAWLESS STEEL ExT. GLASS it"11.1" ON....... H t IGENSF IW. GLAS9 IW. GLASb � �:: �A.; No. 58ft16 +aa DURASEAL® SPACER XL EDGE -SPACER M ar< cEar.OFwm.Finaed SERIES 7704LUM. SGD-LM IMPACT 11,11 iiu "`t m oaavlr C No tlMNOes TNrs srrEEr. Ae. wraaarm°aee a sOa7ro NTS 15 +22 aw PGT0130 C ALrwIM IERP.E ion4na •dr�+�R� o CONFIG. EXAMPLES FD(ED JAMB DETAIL'132', SHEET 18, INSTALLATIOP DETAILS'GW &'GO. S &13 M.. SHEET 19 OPERAS NSTALL ASTRAGAL HEADERDETAIL W. SHEET DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 'AV &'Ac', SHEETS 12 & 13 SHEETS 2 FANS PANEL PANEL PANEL TYPE TYPE TYPE 2' 'D' 'A'MA NOM. / / UN PANEL HEIG PE MAWIDTH TYP. / SEE TAB[ DLO PER TABLES 13 NOTE 2, 1-: HEIGHT SHEET I5 p a x a JAMB DETAIL'G3', SHEEP 18; ON DETAILS'GW &'Gc', SHEETS 12 & 13 HEADER DETAIL'N, SHEET 18; INSTALLATION DETAILS'AW &'Ad, ^SHEETS 12 & 13 . 90' � JAMB DETAIL'G3', SHEEP 18; ON DETAILS'GW &'Gc', SHEETS 12 & 13 HEADER DETAIL'N, SHEET 18; INSTALLATION DETAILS'AW &'Ad, ^SHEETS 12 & 13 . 90' � 'jn PANEL PANEL .A. TYPE TYPE T HT SILL DETAIL NOM. t 'D', SHEET MAX / PANEL / ES 18; WIDTH TYP. INSTALL DLO PER DETAILS HEIGHT TABLES'13 'DW&roc', SHEETS 12 X MAX. DLO PANEL TYPE .K, MAX. UNIT 999% HPER PER SEE TABLES NOTE 2, 13 &13. X X SEEFRAME& MAX UNITWIDTH PANEL CORNER SILL DEI MI.1)', SHEET 18; MAX. UNITWIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW&'Dc', SHEETS I2&13 EXAMPLE: 90*OUTSIDE CORNER -)OQXX(2-TRACK) JAMB DETAIL 11', SHEET 18; ASTRAGAL DETAILS 1-T & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13 N u ' �HEADERDETAIL , �l J ETAIL'H2', SHEET P-HOOK DETAIL'X&'K', SHE 'B', SHEET IB; .� 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'IT, SHEET 18; INSTALLATION 'HW &'Hd, SHEETS 12 & 13 'Jd.'Kv/ & Kd, SHEET 14 DETAILS'BW &'8c', DETAILS'IW &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MA) HE P TA F^� MPA.UrvH WIUIN PANEL PANEL PANEL jx� I TYPE TYPE TYPE 'R' i' 'M' � 1 . UNIT NOM. PANEL ER T WIDTH TYPF� iLES MAX. SEE PERgg 3 DLO NOTE 2 TABLES 1-33 1 HEIGHT SHEET 15 OX EXAMPLE: OXXXp SILL DETAIL 'S',SHEET I8;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 tomtx4nrotasrt>wv5 ___ ____— KVEHIGE i19W3 r (B11)aB0.}6(O MAX UN IT WIDTH PANELTANE PANEL PANEL TYPE TYPE TYPE 'M''P 'P' MA NOM. UN 4PANEL 6 HEIC //WIDTHTYP. // PE SEE MAX. PER TABI —NOTE DLO TABLES I3 u SHEETIS HEIGHT X X X O JAMB DETAIL'GT. SHEET 18; INSTALLATION DETAILS 'GW &'Gd, SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 18 90' OUTSIDE CORNER DETAIL 'N7'. SHEET 19 & .( INTERIOR EXTERwR NOM. PANEL WIDTH TVP. PERTABLES UNIT WIDTH 13 HEADER DETAIL'C', SHEET '18; INSTALLATION DETAILS 'LW &'Cd, SHEETS 12 & 13 PRODUCT REVISED Bas Wliing Code Me Florida 17-0420.12 RM1ll�k E,iioNon D.WO211712020 C T HT I ES EXAMPLE:)=O SILL DETAIL'P, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'PW &'Fc', SHEETS 12 & 13 770ALUM.SGD-LMIMPAGT o wy a A1T5 16 + 22 PoT0130 * Na, U705 A EXAMPLE: OXXXp SILL DETAIL 'S',SHEET I8;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 tomtx4nrotasrt>wv5 ___ ____— KVEHIGE i19W3 r (B11)aB0.}6(O MAX UN IT WIDTH PANELTANE PANEL PANEL TYPE TYPE TYPE 'M''P 'P' MA NOM. UN 4PANEL 6 HEIC //WIDTHTYP. // PE SEE MAX. PER TABI —NOTE DLO TABLES I3 u SHEETIS HEIGHT X X X O JAMB DETAIL'GT. SHEET 18; INSTALLATION DETAILS 'GW &'Gd, SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 18 90' OUTSIDE CORNER DETAIL 'N7'. SHEET 19 & .( INTERIOR EXTERwR NOM. PANEL WIDTH TVP. PERTABLES UNIT WIDTH 13 HEADER DETAIL'C', SHEET '18; INSTALLATION DETAILS 'LW &'Cd, SHEETS 12 & 13 PRODUCT REVISED Bas Wliing Code Me Florida 17-0420.12 RM1ll�k E,iioNon D.WO211712020 C T HT I ES EXAMPLE:)=O SILL DETAIL'P, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'PW &'Fc', SHEETS 12 & 13 770ALUM.SGD-LMIMPAGT o wy a A1T5 16 + 22 PoT0130 * Na, U705 A JAMB DETAIL'GT. SHEET 18; INSTALLATION DETAILS 'GW &'Gd, SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 18 90' OUTSIDE CORNER DETAIL 'N7'. SHEET 19 & .( INTERIOR EXTERwR NOM. PANEL WIDTH TVP. PERTABLES UNIT WIDTH 13 HEADER DETAIL'C', SHEET '18; INSTALLATION DETAILS 'LW &'Cd, SHEETS 12 & 13 PRODUCT REVISED Bas Wliing Code Me Florida 17-0420.12 RM1ll�k E,iioNon D.WO211712020 C T HT I ES EXAMPLE:)=O SILL DETAIL'P, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'PW &'Fc', SHEETS 12 & 13 770ALUM.SGD-LMIMPAGT o wy a A1T5 16 + 22 PoT0130 * Na, U705 A P T INI f IM R WI W Ir— eEL l wi Af W J I wl A! F y .e F LL a W � J IM J wl Z d � WI w w WI w INI N WI m 95' EX '35 W IM 35 w a JR d e JR Ic 1L ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) AE%T T-am TRACK M. 0 2-TRACK JAMB C P #105 W/RETAINER#106 (SHOWN WITH FIXED PANELTO THE INTERIM 2-TRACK W/SCREEN D FRAMESILL • ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEETABLES 13, SHEETS 68 FOR DP (PSF)ASSOCIATED WITH STILE 5 G3 t 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) R 411 40 51 R 2-TRACK Wl SCREEN �EXIERIOR 1216EEDETAILONSHEETI5 WR 3-TRACK E FRAMESILL rob FULLPANELJAMBLEPIGTH BOOR 61 f05 LOCKPAR 75 B 107- 1 17 60 OR 61 10 S 5 SEEDETAILG7 FOR FIXED 8o PANEL CLIP i58 i0]-t SEE DETAIL G2 103 FOR FIXED PANEL CLIP 6 1at e6 OR et 5 16 fi0OR 6t fl EKTEPIOR TI_IXTERIOR J-I�EXTERIOR FI EXTERIOR - V S�TTRACK JAMB v 3-TRACKJAMB v4-TRACKJAMB 4-TRACK JAMB ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH 1 OPERABLE PANEL) FDIFOPANELTO I1 FD(=O PANELTO N OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DUAL ON SHEET 15 EXTERIOR a 1, 4-TRACK F FRAME SILL PRODUCT REVISED as rnmphhing w11M1 Ne Ffvatla MAX UNIT Omlmag coae NOA-Na. 17.0420.12 HEIGHT PERTABLEFxpimNon Dato 02/172O2O EIGHT T} Na 58705 D G a..m, cmr. oF.Wrxam2ml SERIES 770 AL UM. SGD-WINDOW-LM! "'11111" �Ba-o5nr c N�o cnANoESD+ce6x . wmvnnno ® �+^� °� Pv°n'^ n� ALmmmn P.E. g n02a14 zrTmuonasem rminm NTS 18 +22 PGT0f29 C P.ED56r06 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 41NTEMM 999 ,113110 113 19 L1 WITH STANDARD STILES S#60 SWIT EAVY-DDUUTTYRASTILES #61 N, 2TRACK SHOWN ER H EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) m�© 135' OUTSIDE CORNER Dt 2-TRACKSHOWN MTERIO IL E%TERtm 135- INSIDE CORNER oz 2-TRACKSHOWN 5 14 M INTERLOCK 5 tt • REM #61 (HEAVY-DUTY ] STILE) SHOWN, ITEM#60 (STANDARD STILE) ALSO INSIDE CORNER APPLICABLE, SEE TABLES 090• 2--TRACK SHOWN 1.4, SHEETS" FOR DP (PSF)ASSOCIATEO WITH STILES. PRODUCT REVISED seomplyine wiu line Florida 31 NOA-e Cotle OCKP ]5610i�11 OA-Np. 17.0420.12 41NIERIOR E.pinti oato 77/2020 o� 5 4' F * No. 56]05 m aamvn c xe nawres ]wssNEEr Omr. oFnurxamae niu SERIES770ALUM. SGD-LMIMPACT ]'14liVo. a..mep arow ALYN mlI P.P.E ro1O srnr]0 NTS 19 • 22 PGT0130 c p.E.ssems Item p GTN PGTO Description 113a9 817306 2-TIUIX HEAD 2 1=3 6173M 2-1PAIXHEAD WIM 6LPEEN ML 3 173a9 8I 311MIX HEAD 4 1T312 017312 4111AM HEAD 5 tT314 817314 FRAME SCREW COVER 8 1TJ17 817317 FMMEIEAO"DAODON ' 7 17301 617304 2-17ACK BLL 8 17301 517301 2-- MM STIL WITH SCREEN RAIL B 1nor 81TAm 3-TI mBLL 10 1T310 81]310 4TMIXSLL 11 1D13 BIM3 FRAME SLL TRACK NSERT 12 17315 61T315 FIUMESLL SCREEN AODON (SEENDTE 9) 13 1131a 617318 FRAIAE SLL SCREEN ENDADDON(SEE NOTE 3) 14 1]3SO 81T305 R-TFUM JAMB 15 17302 6InGZ --ITAM AAMB WRIT SCREEN RAL 16 173a8 01T.O8 1TPAIXJMIB 17 17211 517311 4-TMIX4AMB 18 17322 BJT ELL RISER-FIAT,FLUSH, -12 19 1T019 GIGG19 SBLRISER-80X FLUSH, I-Vl 20 1i321 BIn21 SLLRISFA-RATL3W,2-IW 21 ❑318 61731E SLLRISM-BOX WW,24M 0 VISO II1]355 [iLL RISER -FIAT, MEDNM, 3-114' M 17954- 817354 SOL RISER -BOX MEDDM, 1llT 21 11321 1-7 SILL RISER-FIAT,HSH, d' 25 1T391 81TY20 BILL RRQ4-BOX HDH,P 29 173]3 Bt]333 PoCKETP4100K 0 70M 8,1070 NEOPRENE BULBVSTP FOR PHOOK a 1]334 6I]334 PoG1QET"00KNWM 29 17M5 BIT335 P4 OKCCVER 30 1]me svm PoCKETP4100K FOR BOXRSER 31 17378 517378 1. CORtBR 32 1T3I8 Bt7378 135 FOED MOUNT ITE815 40d] PAE SCREEN PART6: 40 1 43U 012250 SCREMSIDERAL-LOC(eTOE MIN 41 TLOCKWSSK LOMET 42 41810 SCREEN Ia=EPEI26PACER BET 43 1 B152 I MI52 BCRETW UTIERIDIXADAP.. 44 44M U420 SCREEN DOUBLE TDERWCK 45 4317 812358 SCREEN TOP PAL 48 4316 BIM57 SCREEN BOTTOM RAIL 47 BOB 7BIW STANOARDROLLER 4B BBB 75RA% STANDARDROLLER-6T.87- 49 4W 64344 SCREEN ASIRADAL W 17Me B1Td19 OX)SG NASTMOPLAMPIER 51 1692 B1692 SCREENSPLNE-.IW 52 16W eJell ScMMSPLNE-.160' 53 81816C20 SCREEN CLOTH M 17M UP X 4' X V18' SEr. BWER. NEOPRENE a-1-0 55 17M 1'X4'XJ1Jr SET.BLOCKNEOPRENE85-S Item Dw9T# PGTO Description W-1 17W5 1 B17M IPANELSTHE 81 1T32e 017320 JPMELSI E(HEAWDUTY) 92 1T]211 917327 Nfp4LOCK PR4PI0R 67 1225 e1P218 WYLBULB WSTP.-THN RISDE WTERWQQ 04 Im T1T2R SOL ENO WEAIHEPBTRP PAD a11329 517328 WIERLOO(SCREWCOVER ST iT329 617329 ASTRAGAL BB I]33Q 617339 16A11(DDIYASTRAGAL 09 17324 6IM24 TOP b BOTTOM PAL 70 17350 41M YIEATHERSTRIP FXIENSON(RECTDN MOLDED) 71 1895 7105 1-AY X 1' XW HIGH FW SEW. DUST PLUGS 72 Bin T9153% TANDEM ST. STL ROLLER ASS . 73 SLOG 7015314 TANDEM NYLON ROLLER ASSY. 74 SLICONE DUW899.DOVF0950R W-77M 75 Him 781M GEAWIMOBWE PLYWALLUGK WABNO TRIO PLATE TB 7le32Y1FPF% 010.92X1'RSSSOLEW W/TYPET-TP ' 77 71=39 1032STEELDN0 UNLIT 79 17357 017357 1'G BEAD BO 17359 517M 7116'BEADIFMI)PANELCLP ' 81' 11360 617390 DIT DEAD 82 1224 WWI( VWYL BULB WEATHERSTIT? 0 51745 1745 LOWE WG ITC X 111W SGL BIDE AOH. TAPE, POLYETH. IN EO52 48052 ROLLER A01 HOLE PLUS 101 T2O67 "a BUMPER ' 1oZ 1490 71SO WSr PLUS 1B3 BIOS 781M VKEEPER 104 an TOGMEP SCREEN LOCKKEEPER 105 11341 0173" FCED PANELCLP-B'LGNG IN 17352 81T352 FDEOPANELPETMER-W10' 10T Inc 71739 N4NOlE KR-NIEPO0. RAGED WRHTHUMB TUfO) fOB 1T40 T1740 HMIDIE KR-MSFD E%IEROR HANIXE 1W 1731 76162SN HANDLE KR-PECEb5T9 WiFRDR WITH THUNBTUR4 110 1732 TB1T8 IBWDLE Kn-RECESSED E%IERIOR PALL III 71=4PPSOAX Slo X374-PILPRTEK-SB. 112 12Z WS10 NrSTP.S X.IiO-FWSEAL 113 1712 64068 .IW'X1 FVSEA. 1N 7fOXUsm BI0X1-im Its 71WK O1OXI' 118 7=X BR20X1'5.8. 117 7210311% 51420X1-1rz'SB. ' Ila 17330 617338 9O DEGREE DORMER RELENER 119 17331 BITSG7 9a DEORff OUTSDE COPHERA'u1PAGAL in 1T330 811TSI8 9OOEGREE WSDE CORNER A4TRAGAL in 11352 B1TJ52 FDEO PANELPETAWERTR 20 a 22 1 P TV= NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS 0 33-39, 56-69. 66, 78. 84-99. 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF 012 OR 013 REQUIRES MIN. 010 SMS OR 3M6' MASONRY ANCHORS ® 24- MAX. O.G. PRODUCT REVISED Ps comply MiM1 tM10 Florida 140d 9 NDA-xe. 17-0420A2 m *: No. 58705 f � I 5.Ofi9' 8.662' 0.080' 1211' 1.505° 0.081° Oj 2-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.19T �j� uu uu L 0.081' O2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) 8.526' 0.080• 1.505° 03-TRACK SILL (6063-TEAL) 7.106' 6.221° 0.080° 7.211' L-UL1.506' L: 0.081° O3-TRACKHEAD O2-111ACK SILL W/SCREEN TRACK (6063-TEAL) (6063-T6 AL) 9.142' 4.49' _{ 0.080° 1.605 Fn IT-m- 0.081° 0 4-TRACK HEAD 07 2-TRACK SILL (6063-TO AL) (6063-T6 AL) O.O6Y 1.260• 0.532' O.Ofi0' 1.fii6• OFRAME HERO/JAMB SCREEN FRAME SILL SCREEN ADD-ON 2 AOD-ON (fi063-T6AL) (8863-T6AL) REQUIRES MIN. 410 EMS OR 3/16' MASONRY SEE SHEET 17 FOR SILL RISERS ANCHORS @ 24° MAX O.C. D.760° 1.990' SFRAME SILL SCREEN 10 END ADD -ON (6063 T6 AL) REOUIRES MIN.410 SMS OR 3fl6° MASONRY ANCHORS @ 24- MAX O.C. ? r..OPAU/NI19ma 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 16 3-TRACKJAMS (6063-T6 AL) 1 1.36' 1872' - 11.079' 0.062° 0.081' SCREEN � STILE (6063-T(l AL) 5.069' -y j-- 1.045- II 1'� O.062. to 2-TRACK JAMB a5 5CR EN �-- TOP RAIL (6063-T6 AL) (6063-T6 AL) 17 4-TRACKJAMS (6063 T6 AL) 0.875' 1.993' 0.062 SCREEN 98 BOTTOM RAIL (6063 T6 AL PRODUCT REVISED nn wmpll1ing MM t6p FIp116p 9uIMInB Cad. Noapp. 17-0420.12 No.58705 54°",,,.,,... ��'.,w°"�'a..a.'m �V I We m 1 NTS1 21 122 7 PGTO130 I C I A-PN-=Pp c 0.718" 0.83° 3.80Y 3.80Y 2 0.752' 1+- O.T62. 0.885 0.574'1.163'� O.O6Y 0.080' O.OBY 0.,=. 0.0J 62' FRAME 0284'JJJ SILL 0.07Li�n5' P{HOOK MOUNTING P-HOOK SCREW 6� COVER 11 TRACK OP4HOOK 28 ADAPTOR 29 COVER p,p80" a0 P-HOOK FOR BOX RISER (6063-TG AL) (6063-T6AL) (6063-T6AL) (6063-T6AL) (6063-T6AL) (6063-Tfi AL) .155° 2.30 0.0aw 0.830° 1.974" +I I 2.44' --�I 31 135" CORNER (6063-TBAL) A88- .080' 1.810- 32 135-FIXED MOUNT (6063T6 AL) yam---- 3.979' 0.075' 1,146' 0.125- e] STANDARD ASTRAGAL (6p63-TOAL) 4' O.OBY 1.600 I'--- 3.126- O STANDARD STILE (60fi3-TG AL) 0281- -.4 40 HEAVY DUTY ASTRAGAL O TOPIBOTTOM RAIL (6063-T6AL) (6063-T6AL) 4" 0.133" 1.600 F.- 3.125' 81 HEAVYDUTYSTILE (6063-T6 AL) 1.739' +I 0.062" 1.303° 888 0.325° 0.96Y INTERLOCK INTERLOCK 82 ADAPTER 65 SCREWCOVER (6063-T6AL) (6063-T6AL) 1.304' I Ij�JI 289" ,811° .485 �oas .O4S .045° GLAZING W16-GLAZING 9/18"GLAZING ]8 pEA011.0.) BEAD. FIXED B1 BEAD PRODUCT REVISED 60W.TEAL PANELCLIP 6063-TB AL .-pl h .mth No Flerme ( ) ( ) pup41a9 ✓Toeu (6063-T6 AL) 3.=H. 17-0420.12 1.GG3' A2.826' 0080.4°0.050'PAN.2.8(606 LW AL) 1.498" 0.133' 496" (6083-Tfi AL)80° 1 �; .650" �i EDPAN0.]08' 123 FIXED PANEL $.fi27'-CORETAINER. 7/8°0.080"-^0--} (6G63-T6AL)11890°OUTSIDE CORNER ASTRAGAL FIXED PANEL 118 90" CDRNER RECENER (6063-T6 AL) 186 RETAINER,9116(fi0S3-T6AL) (6063-T6 AL) tear. aFnurnaa28e SGo- m 6.621" 0.137 4° 120 90° INSIDE CORNER ASTRAGAL (6063-T6AL) +22 1 PGT0130