The URL can be used to link to this page

Home My WebLink AboutNOASCANNED MIAMI•C1ADEBY MIAMI-DADE COUNTY ® St. Lucie County PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208Miami, Florida 33175-2474 BOARD AND CODE ADh1INISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w miamidadc.gov/economy P Inc. 1070 Technology Drive, Nokomis, F. 34275 FILE COPY, � —6F/�—'SCOPE: t / 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 A14J (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-670" Aluminum Sliding Glass Doors w/ 90e & 135' corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impacf', sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and seated by 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. NRSSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables I tbru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 because 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 # 16-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MiAMwauE COurrrr NOA No.17-0420.09 • , Expiration Date: April 07, 2020 pi Approval Date: October 12, 2017 old2`1� Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals . A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF 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/ TPS, 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, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10, 09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated I 1-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file 415-0430.08). C. CALCULATIONS (submitted under file 914-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. SL.4� 1. L� haq I. Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file 414-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5`h Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5a' edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS I. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (01 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'h edition) & FBC 2017(61h Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: AprU 07, 2020 E - 2 Approval Date: October 12, 2017 SERIES 670, NON -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 & S. 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 E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3)ANCHORAGE: THE 33-1f3Y 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 8-14. 4) SHUTTERS ARE REQUIRED PER FED REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. O REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSVAFBPA 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: FTL-5254, FTL.5979, FTLS980, FTL.5987, FTL-5994, FTL-6002, FTLE034, FTL-6035, FTL-7554 AND ATI 72138.01-1401-18 TARI F R AFF nFTAII S ON SHEETS 4 & 5: Glass Type DeSCIIPBon (Listed San EXeDor W kileDor) G1 3/18• TEMPERED GLASS 01A 1IP TEMPERED ON" W 1'I.D.:&Is'TEMPERED GLASS +&S' AIRSPACE•&16' TEMPERED GLASS CIA 1' LQ: 114' TEMPERED GLASS -10 AIRSPACE a 1M' TEMPERED GLASS DESIGN PRESSURE RATING IMPACTRATINO SEETASLES1,2&3ON SHEETS 6,]fle NOTRATEDFORMIB&IE IMPACT RESISTANCE COOESISTANDARDSUSED: -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (MC).6TH EDITION -ASTM E13OUS -ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL ADM-2015 -AISI S10012 -AISC36D10 3&A GENERAL NOTES.............I EXAMPLE CONFIGS........ -2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE .....................6-14 DESIGN PRESSURES......." 1 SILL TYPES......... 17 SECTIONS............ 18.19 LIST ....................... 20 Gwf)4 I D CERF. WAUIN. 2A TART F A Aatl r Group Anchor lYpe Frame mine -r sdOtlrem Min up DlMame Min O.C. ie Oa. Min' Bn#-dtnantw McMI TIJCION® A 0421MSMS, (F,=6DW,F,0k-8 #12410 S9 SAPS, (F,•BOkaLF,- 110ka1) MI sWMW PIre (SG=O.SSJ MI6- 71W I.Iew 608}1S Akmwm 3R- W1S' &MV AM Steel ale' SAW 0.05D' G, 33 Steel Stw we Slte• O.Nv(te Ga) 114'Elw AWre4>etovb Fv, 57 keI, Fo 98 kal All COre2N M. 2.22 kM 1-Vr S I4r J [P-Ilwk FEW Bbek TM C90 r 3' r JW6I P41ook IIMb(r Bbcx ASTM CW r 9' 1-114- Al SaulMem Nae G•0.55 t- V 1ST B #I3 SMelSMS (Gr. S) (min.cf3voesdak-yocd melel eueetas) NI SaMve Plre (SO= / ISH' A &e' 9118' QOBD' A36 Steel &8' Wle• D.OW' D, 33 S"I Steel &e• Wis. O.a6' 10Ga C 114' Elco U104CoA F,• 155 kk4 F,r•ITI W All Commte min. 2.85 kelp 1• 4- I- r JWSI PHbck Hallow Black (ASTM 090) 1' 6' 1-VP 114' Ei F,-IWka1.F. 1T7kel Concrete mN. 2.B5 keg 71 4' 4e• 'W'a lP Filled Sack TM CM 2.1r 4' 14v J !TIP+ lblbw Sbck ASTM Ctb 2I1 w 1-U4- D 1NV10 BE Ebo CRt-FB]O F,•121.4kD,Fu, 189.7 kM Need ISIA Coacrtb Stan. 135 kM 1• 4' 1d14' JWp1PJnok Comas M.SDSksl Y W 144- J !,IP4mk Holbw Bbck(ASTM C90 2.147 e• 1-04' All SCMIbm PIre RIG-0.55 1' 1' IJw 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE A CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPL ILABLE. 3) FOR STEEL ENDS. MIN. FU=45 KSI, MIN FY-33 KSI. 4) RULED BLDCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS 5)ANCHORS MUST K OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3 THREADS E%TEND B ANCHOR NOTES 1) FOR CONCRETFJCMU SUBSTRATE APPLICATIONS IN MAAMI-DADE 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. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-1FP THICK w(aoucrnEYlsm PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS uw�PM-a.Nkrke RNN bua-a Ctl INSTALLED DIRECTLY TOTSOLID BOOKS AmpM-ee N-L7-ONld •OS THICK OR DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. IXAND 2%BUCKS &kp,_.. urtw va oT zr,2o (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS k$u.�'Ik,Ji 'P,mwr-cw 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 0"1U NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY ;.0 0 ••- . SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO ,`1r; U•�•E. A,•S�.. �;• THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF _ No, 58705 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED * 1 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. H I I �--� A.LYNNMn3ER.P.E } • 72 PGRI}Z& C P.EA58705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL °Jw',-Je,-Kw OR'Xe INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH NOM. PANEL WIDTH PXXXXp, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 A PER TABLES 1.3 t CAN BE OXXXp. 2)90°8135"CORNER CONFIGURATIONS CAN BE ACOMDINATION 1112 STRAIGHT CONFIGURATIONS, 10 I u� Q�Q , t t to i'A 0 3 FOR NOM. PANEL WIDTH, SEE TABLES 13. MA%. UNff t I"S MAX. UNIT iz>r ) PER TABLES I-3 i� � HEIGHT / / i��w W-OPERABLE PANEL, PER TABLES 1J / �gw 'O'= INOPERABLE PANEL, POCKET f—DETAILLETTER _1`r___f (��W- WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL C'7 'c'=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS 1 SHEET NUMBER DLO WIDTH - NOM, PANEL WIDTH - r NOPERABLL WI 1-3 MAX. UNITT WIDT�� NOM, PANEL WI J MAX. uNl; WIDTH ' PANHEIGHT EL H IGHT=DOOR DOOR UNIT HEIGHT tp ` to&U MAX. UNIT MAX. UNIT t` t Ian HEIGHT HEIGHT PER PER TABLES I1-3�t 1� f vocXeT I TABLES I-3 --r`r--• III 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH 3 t PER TABLES 1-3 IfftHEIGHT i PER TABLES I-3 J� 5-PANEL CONFIGURATIONS �vm FoLI(Er K VEI:ICF, 0.J193 1DIIf IBYf6M CEFI. P'AU1K 18IW I 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT 1 PER u2m— CORNER, TABLES 1-3 (OUTSIDE CORNE INSIDE CORNER FRIES 670 ALUM. SGD uoeroF--T- I NTS 1 2 • 22 � t.% ZTI / sm sxe PGTD128 u m'o..R.�c.4. ORIICrRF.NbPD oMee.t>lwet'trw CE tfCEN * ; No. 58785 p0�•., `aTE'bF :•off; EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 13 1 13 MAX. UNIT HEIGHT, 1 96' OR 120' 1 MAX. TESTED UNIT WIDTH 355-7116- c :.HEIGHT .L, I - HEIGHT /lP. /.AaB!9/SaanT.a 4:A 1 fkliET„yiElyiC m m m a. WE 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NON. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PER TABLES 1-3 1 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PERTABLES A1�a/T�I:i�I A:�InTa l.T� fEliF7fE)�!70 7-PANEL CONFIGURATIONS HVEIimaw. jwfj lw Mr.. OFN PdiA' B CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL -Jw-,-Je.'KW OR Ye INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. W - OPERABLE PANEL, 'O' = INOPERABLE PANEL, 'p-= POCKET DETAIL LETTER 7%.—W = WOOD OR METAL INSTALLATION ®1 'C=CONCRETE INSTALLATION LSHEETNUMBER DLO WIDTH= NOM. PANEL WIDTH- 7' DLO HEIGHT = DOOR UNIT HEIGHT - 10. 125- PANEL HEIGHT = DOOR UNIT HEIGHT-1.866- so I NTS 1 3 • 22 { PST0128 No. 5B7p3 P.E.IUM GLAZING DETAILS (G1 & G1A) 3/16' T GLABB EXTERIOR a KGLASS 76 EXTERIOR 3/16" TEMPERED GLASS, TYPE G1 1/4'TGLASS 74 1ROROOramm . w� EbI.II wn me iN.td4 EXTERIOR Ex ew+.ee.x Aa.W..a N. T7�ci GLASS n,ar BITE 78 54 +pllll111.�� 1/4' TEMPERED GLASS, TYPE GI � JAY Lrfvlv No. 58705 _ S GLAZING NOTES: 10101EC1'^'0LO°YO x rErxs.aae74 ti., GLAZING DETAILS ��t�`'••,<oaloP,:' �n` �' S ��'rs�ONAL T=TEMPERED ry.+14aFleao Rwiq: wnca m+7.�eurxa.�e SERIES 670 ALUM. SGD-NON-IMPACT JR OWYI) L NO f114lJOE5 TNISSNEET. u.rR• 0.LYNN Nl1E11.P£ a �•�^'"F M � sLo-E7o NTS 1 4 • 12 PGT0128 0 P.Essmas GLAZING DETAILS (G2 & G2A) KA�SILIOCNE HOT -MI STRUCTURAL 1' NOM. ,. SILICONE STRUCTURAL 1/C•NOM. FOAM POLYISOBUTYLENE WITH 3/16'TGLASS WITH DEstcC DESICCANT 5/8' AIR SPACE EXT. GLASS EXT. GLASS 3/16' T GLASS 74 f TEMOR INT. LASS IM. GI a 63 3GLASS KODISPACE SUPER "' 1x 127 4SG TPS SPACERS'M BITE nnrvrunutmervl POLYISO- DESICCANT FILL AREA V I.G. GLASS, TYPE G2 BUTYLENE 611w NOM. 511VKOM. SEAL 6UIYL& SILICONESEAL DESICCANT ROLUFORMEO FOAM STAINLESS STEEL GLASS 1'NOM. EKT.GIASS - 1/4' T GLASS W. GLASS INT. GlA53 112' AIR SPACE 1/4-TGLASS ,x DURASEALO In XL EDGE'" OSPACER SPACER EMRI tutx 3/4'NOM. Part# Description Mawrlel GLASS WE 124 Kommeding 4SG TPS Spacer System She'th� 125 Ouanex Super Spaer n%T whh Hot Melt Butyl 126 Olmnex Dumseal Malefials 127 Cardinal)(L Edge Spmer REFERENCE TEST REPORTS: M-0717, S%8 & 8970 1- I.G. GLASS, TYPE G2A �. yNo.55887005 GLAZING NOTES:•x 'T'=TEMPERED irrucaniraT6 p)1DIaafFW moo`"uMfa9� atuyn e7 GLAZING DETAILS "; FS'•^zoRlDa.-G��;' �'os/ONAL EN�`� fffllllffllr ALYNN wIIER P.E P.EoseTos +.� SERIES670ALUM.SGD-NON-IMPACT m . c No CHANCES Tws axEEr. soo-em NTS ° �'^'^ 5 +22 PG70128 C m m.W4 Design Pressure (DP) and Anchor Quanfiees Required, (tor all approved configundions on Sheels 29 3) For com rastmgd smears, M 90' or 13Y comereaN, sin shoo 11 Te apples to ell Glamtypes and Door UNI Hm9h1 BP 84- 90" 1. Its Stm Asto al typos StePm beee. Posgke I-) OP may Whined! by T"f0. 'I -re' 0 I 10' L c r T. c Gmup cBor a Gmup Ancm Gmup A B C p A B C D A B C O A C D Dos oP.. +P0.0/-12Z1 •80.0/-t20 rB00/-110.8 •900/-f02B 1 HJambBl GN G•t G+1 G+1 GN G+1 G+1 G+1 GH GH GH G+1 U+1 G+1 GH G•r N, OLO e .nine 10 0 0 8 f0 B B 8 10 8 0 0 10 8 0 B P-0mk BN BN 8•T 6+1 HB H8 7.8 ]•B h0 H8 i+a T•B ]+0 T+8 AB 1 o ' nPn rse. .9001-1083 +9U.01-100.2 •00.0/422 •86.3/453 23• I HeeGBlll G+1 GN G+1 G+1 GN GN GH GN G+1 GN GM G+1 G+1 G+1 U•1 G•1 OLO .nm6 10 8 8 e 10 8 6 B 10 B B e 10 e 0 0 P-0mk BN B•7 6+T eN 7+0 AB i+e 7+8 7+6 T.B 7.6 7.8 7+8 7+8 T+e 7+0 Oesbwpressu)e +000/42.9 .87..3147.3 +bUo"60 "8/43.8 Nead0ilI C1.1 GH G.1 •1 G+1 G+1 COI G+1 GH G•1 G+1 GN G+1 G+1 G•1 GN me I .bmh 10 0 8 a 10 1 a e a 10 1 B 1 B I 0 10 0 0 e g I-e. 611 8+7 6.7 a.T 7+8 7+8 7+0 ].a 7+9 T+B 7+e 7•8 ]+0 T+0 T+8 T+8 Pmssure +81714 7 •78a/-784 -71.61-71.6 +669/460 36"edlSlll G+2 G+2 G+2 G+2 C4+2 C4.2 G+2 G+2meunb ID e a 0 ID 0 8 8 10. a 8 0 1+0 T+0 7+8 7+0 7+8 AB 7-8 7•BPmesam .n.1 /-T7.1 •izo7-7a .6aB/454 .6001a0 N'ed501 G+2 G+2 G+2 G+2 G•2 G•2 G•2 G+2 G•2 G•2 G•2 G+2 G+2 G+2 G+2 G+DLOamb R.comon 10 8 a 8 f0 B 8 B 10 B 8 B 10 8 8 0 link eH 0+7 - BN T•e 7+e 7+B T•0 T+8 T+0 T•e T•B T•B /+8 I- H8 P�ome +725/-]2.6 +U.4147.4 +610/41 +54.]/44.4T G+2 G+2 U+2 G•2 G✓2 G•2 G+2 G✓[ G+2 G+2 G+2 G1.2 C1+2 G+2 C4+2 G+2 DLOamb 10 e 6 B 10 8 0 0 f0 11 B e f0 8 8 8 link BN B+7 7 BN T•e )+B Aa Ina 7+8AB 7•0 AB' 7+8 ]+0 NB NB DesImP]e5su9 +681/L9.1 +840/41 +5/9/478 +50.8/408 53' H0Bd611 G•3 G+3 G+2 G+2 G@ G+2 G+2 G•2 G+2 G+2 G+2 G+2 G+2 G+2 G.2 G+2 car, DLO Jamb 10 0 8 0 10 8 8 8 10 8 8 8 t0 8 8 8 Plink 1 6+7BN 8+1 0+ f"I 1+at ..1 11.1 1, PB 7•e NB 7•B 7+8 AB 1 7.0 FOR EXAMPLE ON USING TABLE, SEE SHEET/. DLO WIDTH = NOM. PANEL WIDTH- 7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.666" TARI F IA - Sill Height to Max. (+) DP (Water Indigestion Reding) 5111 Riser Height (.I Daslgn (Flat or Box, see Pmsswa, psi Sheet 17) Flush-l-1/Y see role3 Inw-2-1/2' a46.eI High-4• *>O.e SEE NOTES 1-3 ON LENGTH OH LENGTH am' rc OH FtATlO= OH HEIGHT x owl OH RATIO 21 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 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'80.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4', 3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1 /Y 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 DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS /0-14 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. �- �...-�........... .. ..r.. a........-.,...nvc cunt, oeueencneTnole.cc. c.c,00f2vv rAM 1oS1oTnI1AFNCIr1UCAMn RHFFTR IRA 1R FOR ARSFMRI VDFTAll S. Interlock P-hook Wckstile@Jamb Straight Astragal Assembly Lockstile@ SValght Astragal 90-Astragal Assembly Lockstlle@ so -Astragal 135•Astragal Assembly Lockstile@ 135°Astragal Ste ndard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty5tile HeaWdury Stile Heavy-dury5tile Standard Astragal Outside Comer, , s,_i`I�`r�lllla {I� Outside Can Corner Corner Insl e Corner Oursid Insltle Cork n�l Corner Part 1160IQ) part860 Part 860 Parts60 (S tile) Part860 Pan #61(Stile) Part 01 is (Comer part 0119(Out.) Part 061(Stile) B31&032 Part461 Parr667IAStIle) Receiver) Pan part p120 (in.) (Corn. Mount) Film J CERT.. OPAYIK /N3tl 6 • 22 1 PGTO128 01AN Y LYN 1' �........ UCENSF/(C� *; No.58705 •13 IHOLC L: 0ealgn Pressure (DP) and An6hor Q9arltlWs (teraproved ntlone on ena0mz8a) rcrwmnoNnOel nrcMleRgeDqcnualnMam, lsscodnvurt,... 11 DmU'Hal N _ T64e npPbs 1oN 01efe lYBb.n1 60' t01- t09•- tu- tFe 8111tlAe"(4)rlaebNT fig-I.OLO 1w Ill' L P 0S/0' O LO 1 I 109 I8 W pebw. PoOehe 1+10P mar pa "a le r o Ir r wP zw D nc ncMr c P KrAW1v/Teae2A. A Bw C 0 L A C 0 A B L 0 A B C 0 A B L 0 A B C O A B C 0 A B L 0 PRvus ♦ -+b.0 • - ♦900/-YLO ♦W /-11 •D0.0/-fC40 •96 D.0 • ♦ / 1r' IMad811 G+t GH UH GH G♦1 G+f CNl CM1 G♦1 GH CNt G+1 G+1 fMt GH GN GN GH GH Gr1 GN G♦1 CNt UN UH CNI GH ONl G+1 G•1 CNt GH 24' h0 Jamp 10 a B 8 10 0 B B 10 0 B A 10 a B 0 10 t0 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 P+mk ]+B r+a r♦e ]+B 7♦B )+a r+B ]b )♦B )+B )+B hB HB ]+6 i+8 AB B+9 e•9 B+B B+B &0 8+B B+0 e+9 Bf10 9H0 BMD 0 o BNO p10 BHO W10 NemD Prcsswe 9 .W.O/-Isxe .Dna/.r2S.9 .W.O/-nse .BO.a/-+Oze .DO.a/-9Af •saa'A.l ]a' WeNalll C6.2 C5+2 C6+1 CB+f CSr1 C5+1 G•1 C6r1 L8♦1 GMl U•f Ur1 CBft Grt G+1 G+1 Cs+t CH1 G+1 C5+1 C5+1 G+1 G+1 GN CHf G•1 CBN CS•1 G+1 CN1 L5+1 UH �, 0.0 Jvnp 13 t0 8 e 1R tD e e 13 l0 0 B 13 f0 B B R f0 10 10 12 10 t0 t0 13 10 10 10 13 10. fa 10 PLmk B+9 &B ef9 Ba0 6♦B B♦B &B Ofp ea9 8+8 0 N8 0+8 B+B B+B e+0 &B NB B+B B+0 B+B 8+9 0♦9 6+9 BHO BND BHO 9•m 0+10 F10 9r10 B•10 mavrR . +910/4219 •W.0/-II4L .9001-I047 +80.0/.21a fB0.0/i1.1 +B59/dSJ •N.0/R0.0 H4]/d4] xW WW9N C5+2 C5+3 C6+3 G+S L8+2 C9+3 G•2 LNR C8+1 G+2 Gax G+x CS+E CH2 1 CHt C0+1 GN C6+1 U+1 G•1 CSr1 G+1 C0+1 CB•1 C6+1 Ce+1 cs+ 20 U•1 CNt c5+1 b, DLO 10 a B H 10 e 0 13 f0 0 8 11 10 B a 13 10 10 '10 13 10 ID l0 1} 10 10 10 12 le .10 10 JvM P.ea1k 12 'a+8 e+B B+0 6+9 8+8 0+8 B+B 6+9 0+9 B+B B+0 B+D b9 B+0 S+0 8+9 e+0 I B+B I a•0 I &9 8+9 0+0 B+9 1 B+B B 10 a+10 D+10 B+ 0 8+10 9, 10 9.10 D+10 wakn Re.. •90.01-11l.6 ♦900/404s •Po.0/-0S4 .eae/-11.e - +Bf.vdu b17145. ♦ro.e/ave •Ltari6s ]6' IbeW810 8 Gr2 Cara C5+1 G+S C8+2 G•2 CS+E LNS C5+2 G+2 CN2 G+S Ca+l CB•E LSa3 CN3 Ca+E Cs+R Cs+x G•2 G+E G+2 G+3 Ca♦3 LS+R CS•R CS•1 G5+1 CS♦1 U+1 Cs+t CSN 12- [5' 15 10 B B 13 t0 8 B 12 10 8 B 1x 10 a 0 1R 10 10 111 12 10 10 10 tP 10 1D 10 12 ID 10 10 PJM 6+9 8•B &B B+B Br9 B+B Br0 &D 8+0 &D 8+9 0+9 B+B 5+9 e+0 5♦9 &B B+B B+9 a+9 &9 B+0 0f0 0+9 B+fO W10 FIO BNO Or10 9.10 W10 B+1D be P/a+aure +W.O/-f039 +90.0/A40 •MI.O/-ND ♦rs.8/ds.B M&6/d0.6 +84.0/-M.0 •60.0/d0.0 41' 19W G+S Ca+3 C5+2 CS+R G+S G+} G+3 C6+3 C5+1 LH3 C5+3 CSN CS+R CH3 CN2 G+S C5+2 Gr2 G+2 C9+2 C5+2 CS+x C5+3 Ca+2 L5+2 CSr3 G+2 C8+3 C5+2 CSrx U+x C6+] 40, v 6 e tx 10. B e 13 io e e 12 10 e 6 Ix +0 SO ID u 10 10 10 12 l0 m to n 10 m m Jamp PA. ao 10 B+B a+B eN B+9 a+9 B•9 bD &9 a+0 Br8 0+0 0+8 B+B B♦0 B+B 8+0 8+9 b0 B+B a+8 8+0 B+B e+0 8+B 0+10 9N0 Btl0 W10 9H0 8+10 M10 B+fO G Pnmum •Bao/d40 .na/.n} NA6/dAB •ale/$e.B 41' W WI9N GN GN G+R UN U+2 U+3 CM1 GN Ur4 G+] Gr2 G+2 G+2 CNS G♦2 G+3 G, qA ,plop 10 B B B 10 a B 0 10 a e 0 10 6 e 0 Not evallable In ft. aims P ]•0 )re )re T+9 r+e r•e r.e )re ).e r.e >•e Ha )+e r.B r+e ].B CbSp,I P,nnewe •I&2/-I9R ♦r19/-rls ♦040/d00 rn.0/r100 - WSU9Y U+9 UN GN GN G•3 GN GN G+a CM3 G+3 G@ G+S 4N UN U+3 CN3 ro, . CLO JarM 10 0 e e to e a e 10 B a e [0 6 0 e PJvh )+0 rN +0 ]♦a )N ]N T+8 ]+B HO He HB Pe ]+B. ]+e ]rB HB `EXAMPLE ON SHEET 1n 2 10 C/1Q aCCFe6RI V nI All A IrIC rVLLVYYIIYV J11L�unol,v+a�,.,,, +-�•a,.wi �•. .. ... Stralght Astragal Laclatile N7 904 Astngal Lockstile@ 136'Astragal lGks[ile@ mndock v-nook Lockatile La Jamb AS+embly 6Vaignt Astragal Assembly 90'Astngal Assembly 13Y Astragal Heavy-duty Stiles I Heavy-duty Sine Heavy-duty Stile Heavyduty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-cuty5tlle Heavy-duty Stile rj{y}�--�/J Standard Astagal Outside Cornerr 1 Out `e lnsi e Corner 0.- ��L-I1�..�pv9---{I` corder Inside Corner outside .-IJJ Inside W er' I I Corner Part 061 (x2) Part Part#61 Part p61 (Stile) Pan #67(ABtrzgal) part#61 1 (Stile) Part #Pad18(Corner Part #119 (OUL) Part N120 (In.) Parts 43l`8#I32 Part#61 Receiver) (Corn. B Fad Mount) NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1 a- 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 r SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. OH LENGTH 3) 4', 3-1/4' AND 2-1/T 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.t0 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 i of OH RATIO 2 1 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. ON RATIO = OH LENGTH 1 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY: DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEENOTE3 f0A1EY/6VOlO0YONVE MP N y£.vlt8 rlimla DPAND ANCHORAGE (Brf/LlufwB A..B,. ItFRE CFAI/ee af&1tlSERIES 670ACUM. SGD-NON-IMPACT JR OM&YI) C REVISFI4TABLEa. N6WYr94Dn '-' \�J yam' .---- .- "" °""D'" a..onr. Ds ea' /p]amwd�ac & gG06)0 NTS 7 a?2 Po70128 Sill Height to Max. (+) DP (Water MEltmdoo Rating) Sill Riser Haight (.)Design (Fmt or Box, see Pressure, psf Sheet 17) Fush-1412' see note Low-2-1/2' +4B.fiT Medium-3.114' -W.0 High-4' t90.0 St= NU I M. l O DLO WIDTH= NOM. PANEL WIDTH -7, DLO HEIGHT = DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1.866' Pge9ut ragy6B ar arrlrinB .M Tar ratd4 Na.4we Celle Awv2yanw Ne "p p'o2' gsPlraM•e p1e 6, Wa' P No. W705 Ao''•. 5 ATE F� . A. LYNN MILLER, P.E. P.E.# M705 TABLE 3 Design Pressure (DP) and Anchor Quantities Required. (for all approved configurations on Sheets 2 S 3) Farooesr satenol enchomge on Sir or 136' comer units, sae sheet 11 Table applies to all Glass types and Ore St a/Aalregal types shove bebw. Pcshhe (+) DP may W belted by Table 3A. Dow Unit Height 80' BY IB' DLO ]3-]/0' DLO 1W 0- /B LO S7/0' MO Anchor pe thou Type nc r ypa chrr Type A B D A B C D A B C 0 A B C 0 4 17' HB U+1 U+1 G+1 U+1 U+1 U+1 U+1 U+1 U+1 CI+1 U+1 G+1 U+1 24' DLO JwTb Jamb 11 10 B 0 B 10 6 8 e 10 a 0 0 B 8 10 0 8 B P4nok 7+8 7+0 NB ]+8 7+e 1+B ]+a 1+B 7+8 1 7+8 1 T+B 1 i+e 7+9 ]+B 7+0'1 T+B Lbrign Pressure +90,01-159.5 +90.0/450,3 +9a0/-13&2 +90.0/-128 1. Heailsill C6+2 C8+2 C5+2 C5+2 C6+2 08+2 C5+2 C5+2 C6+2 C0+2 C5+1 I C5+1 CB+1 09+1 C5+1 C5+1 Sir DLO Jamb 19 12 0 B 14 12 e 6 11 12 B a 14 12 0 8 F4Rek 8+10 BHO BNO BNO 9+10 9+10 9+10 9+10 B+tO 8+10 B+10 9+10 B+10 BNO 8+10 8+10 Design Pressure +SaO/439.4 +90,014W..8 +W..O/-120 +90.0/410.8 HaaNSul CB+2 C0+2 C6+2 C5+2 CG+2 Ca+2 C5+2 CSn 08+2 C8+2 Un C5+2 C8+2 CS+2 (-- C6+2 98' DLO Jamb 1q 12 B B 14 12 B B 14 12 B B 14 12 B 8 g P-0ock B+tO 9+10 8+10 9+10 9+10 AD 9+10 9+10 0,10 9+10 9+10 9+10 9+10 0+10 9+10 9+10 `+ Design P.. +9&0/-125.6 +9a0/-1/Z6 +9D01-107.3 +90,0/4&7 3s• Headlsill ce+z C8+2 cs+z can ca.z ca+z cs+z cs+z U+2 a+z cs+2 C5+2 C6+2 C6+2 c6+2 C5+2 42- DLO Jamb td 12 a B 14 12 8 9 td 12 8 B 14 12 8 B P4 k IBIO 9'a 9r 10 9N0 8+10 9N0 8+10 0+10 8+10 8+10 9+10 B+1D BHe 9+1u 9+10 8+10 Design Pressure +9a0/-/1-V +9a0/409 +W0/-9d2 +90.0/-90 41- Heed1311i CB+3 C6+3 C6+3 C5+3 C8+3 C8+3 C5+2 L5+2 C6+2 CB+2 CS+2 C5+2 C6+2 Ce+2 C5+2 C5+2 48' DLO Jamb 14 12 8 B 14 12 6 e 14 12 B a 14 12 8 0 P4tcok 0+10 8+10 1+10 9+10 8+10 Br10 BHO BNB 8+10 9H0 9*10 8+10 9+11 8+11 9+10 9+10 Oesi,e Presswe +83/-&1 a77.2/-17.2 -0..8149.8 +62.61426 4P Head/slu U+3 U+3 C4+2 U+2 U+2 Ua2 G+2 G+2 U+2 U+2 U+2 U+2 U+2 U+2 G+2 U+2 �- DLO Jamb 10 8 6 0 10 a a 8 10 8 8 a 10 0 B 0 P4wak 7+8 7+B 7+8 7+B 1+0 7+B 7+B 7+8 NB NB ]+e ]+0 N8 7+8 7+8 7+0 Des nPmaswo +9.2/d8.2 +73.3/dA3 +66/d8 +56/-SB kedusill 01+3 C4 3 a'+3 U+3 G+3 U+9 U+3 U+3 Un CM2 Gr2 U+2 UH G+2 U+2 U+2 DLO Jamb 10 0 B B 10 B B a 10 8 s 8 10 8 B 8 P4nok 7+e 1 7+8 7+e 1 7+0 1 T+B 1 7+5 1 7+8 1 1+8 1 7+B I 7+8 11]+0 INB 7+B 7+0 7+a ]r8 FOR EXAMPLE ON USING TABLE, Shia SHLt 1 1. OLD WIDTH =NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT-10.126' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866• Sill Helghtto Max. (+) DP (Water Imitation Rating) SIII Rear Height (+) Design (Flat or Box, see Pressure, psf Sheet l7) Flush -1-112- an note Low-2-12' +46.67 Medium -3.1/4' -60.0 High-4° +90.0 Set NU I LS I-J OH LENGTH KIo OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4• SILL. 2) WHEN USING THE 2-12' SILL, POSITIVE WATER OF 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 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4', 3-1/4• AND 2-12• SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' 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 CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TOCOMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. c o+ a oo C/1G OAGT IIIMFNCII`OJS AI, n GHFFTS 1A R 1n FOR AACFMRI Y nPTAI1 S Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile@ Straight Astragal 90, Astragal Assembly Lockstlle@ Be. Astragal 135'Astragal Assembly Lockable@ 135•Astmgal Heavy-duty5dles Heavy-duty Stile Heavy-duty Stile Heavy-tlun Stile Heavy-duty Stile Heavy-duty Stile Heary-duty5tile. Heavy-duty5tile Heavy-dutyStile Heald-0ury Astragal outside Cornet„ outside Inside Corner e..1� Corner Inside Comer Outside Inside Career I Corner Part N62(x2) Part 061 Part461 Part 961 (Stile) Part#68(Asbegal) - Pad N1 Part p61(S61e) Part 031g (Corner part a31910ut.) part g120 (In.) part#61(Stile) Parts g31 E.#32 Parta61 Receiver) (Corn. & Fxd Mount) REVISED TABLE 3. I CENT OFALIL r�ee soosm �IJIS� I 8 +72 r amfHEvmw ascaephes'sUbtasiHM4 h„rJt, Cwlx Anupuuc Ne 17ro421-61 BaVlaIalaa Date 41��1 �:lp M+a•'naa rodaar Caena L.... i•,�: No. 58705 •� k'J ; *_ � � ; a: !ttl � N SEE SPLICE NOTE, THIS 24' MAX. O.C. 24• MA O.C. NOFRAME -8-9'P-HOOK ANCHORAGE CONSISTS OF: JAMB (8)P-HOOK ANCHORS, SEE'C5"CLUSTER MAX. UNIT WIDTH SEE'C5'CLUSTER DETAILS, REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR EXTERIOR PLANE) SEE TABLE 2, SHEET INTERLOCK REQUIRES °CB' SHEET IO FOR INTERLOCK POCKETS CLUSTER, SE AND DETAILS, SHEET l l SEE POCKET (9)P-HOOK r- „- _ % yPANEL WIDTH x /x JAMB MOUNTING MAX. %% _z INSTALLATION, ADAPTER �°r( x %% x x THIS SHEET ANCHORS MIDWAY �o� 3•MAX. x I '+ & SHEET 14 BETWEEN P-HOOK ANCHORS &AT 3' o x=FRAME FROM TOP& i� 14• to ANCHORS 96" BOTTOM a 7 MAX. O.C. I 114• MAX. C.C. c UNIT 'MAX. TO OPENING i ° Oc O®=P-HOOK HEIGHT EDGE OF POCKET SEE l u ®� j ANCHORS INSTALLATION iok ® ioi Z DETAILS'Jd&'Ke, I%g IRO=P-HOOK END PANEL SHEET 14 & PART I 0 .0. A MOUNTING -ANCHORAGE DETAILS'J'&'K. % � � 10, r_ 3'MAX. ADAPTER (2 ANCHORS) SHEET 19 FOR 18 olI--JL - ANCHORS P-HOOK .7 - ANCHORAGE ANCHORS END PANEL x, xxx xx x ANCHORAGE x xx x (SEE SKETCH BELOW) CENTERLINE ��.� �•� �.� Y TYP. 2 2' 2' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL 1 2.04jj - EXAMPLE 5-PANEL 2 TRACK 90" OUTSIDE CORNER-oXX?XXO. EXT. MOUNT POCKET ANCHORAGE PLAN: 42' X 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2. SHEET 7) 6. ANCHORAGE EXAMPLE NOTES' 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13 SHEETS 6-8: 42' I CENTERLINE OF NOM. . INTERLOCK HEAD & SILL: 8' MAX. FROM FRAME CORNERS. USE PANEL SEE'C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, WIDTH DETAILS, SHEET 10 SHEETS" AT EACH INTERLOCK AND STRAIGHT FORINTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE '.TANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" TERLWE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR ANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE ,. P-HOOK ANCHOR DETAILS ON SHEET 14. REQUIRES *2'ANCHORAGE SEE'CS'CLUSTER END PANEL CENTERLINE "C6° CLUSTER, CENTERLINE , SEE I-� DETAILSSHEET 10' ANCHORAGE- DETAILS,SHEETII INTERLOCK FOR ASTRAGAL rASTRAGAL (2 ANCHORS) CENTERLIN CENTERLME EXTERIOR �7 OF PANELS .+2'ANCHORAGE I OF PANEL 4E "*2' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS otl) fw m ..DEAM a �OFPANEL 5 9 - 22 E lillllill IIIIIII� III1III1 SEE'C5"CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL U(. O.C. 4 PAIRS OF ANCHORS (TOTAL 8 21•MAX. ANCHORS) O.C. PERJAMB x X� (SEE JAMB r DETAIL BELOW) END PANEL B•MAX. ANCHORAG I ._. SKETCHBE SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. N!OMUCTRFVIS® vwp/MO�Kh lie Raids 6aWini Ce,Y A.xyyaea IV.1'I-a.7n.05' R.Nerw 1ru�_�oyo Awv eslc 2-TRACK FRAMEJAMB ANCHOR PAIR B• MAX. �* VLE PLANS , -IMPACT pPGTO128 C `111111111 /Ill �L,O,........... •1fj '. LICENSE'.. (� i No. 587W IS70NAl1EN° A. LYNN MILLER P.E. P EM M745 ASTRAGAL OR {.SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6-DIAG. 2 �• INTERLOCK- IF NEEDED INTERLOCKyj CONDITION, USE INTERLOCK-IFNEEDED 2.04' CENTERLINE i CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I 7.75 EXTERIOR 7" 7" 75' 3.5° 21° yyy--- 4' G. 'DIAG. MAX' _ O.C. z.oa^ ga2.04'z.od 21 5.84' MAX. EXTERIOR 3'5" 7- EXTERIOR 4"DIAG. 7' EXTERIOR T' 3.5' O.C. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 6• MAX' A ASTRAGAL OR INTERLOCK Col ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK �'-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED.'C4') ANCHORS ARE REQUIRED,^C5•) ANCHORS ARE REQUIRED, -CV) ANCHOR PAIR 6* MAX. ASTRAGAL OR SPLICE LOCATION INTERLOCK--hF NEEDED CENTERLINE I ARE REQUIRED, -C4-) ASTRAGAL OR (..SPLICE LOCATION INTERLOCK--( IF NEEDED CENTERLINE I EXTERIOR v 4-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4') ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I 'C6-CLUSTER DETAIL) 43.5' 4.08° EXTEERIOR 4'DAG. E%TEEFIRIIO V 3-TRACK FRAME HEAD/SILL V A ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, -05-) ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 2.04* 3.6' 7' 21" 4'DIAG. MAX. O.C. 2.04" r 3. 3-TRACK FRAME HEAD/SILL CoI ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6") ASTRAGAL OR-4 ASTRAGAL OR (FOR SPLICE INTERLOCK �i (FOR SPLICE IRTERLOCK� CONDITION, DO NOT CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL) C6' CLUSTER DETAIL) 3.5' F� 4-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, -CS-) NVFMCE,nN (B11)4& I W L' .OFAUR4/lp68 1 2.04" I° EXTERIOR Ia1 2.04" 2.04' 6' MAX. I 4-TRACK DIAG. FRAMEJAMB EXTERIOR ANCHOR PAIR ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) DIAG. I 1 NOTES: 5.64- 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. �I ALLOWED.. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3-TRACKFRAMEJAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION 7IF NEEDED --I 3.5" Fes-= I--- 7- —+1 '-.4 3.5' I+ ' 4-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. "C6°) WITH & WITHOUT SPLICE CONDITION sm m I NTS 1 10 + 22 1 PGTO128 manucrsEvEm �Inr C�i4�dtPkd®4 Arcepturt No 17b47 •O'' elptr.w.uu1 .�,-y 1� q �SL� Llt. l WN P,4 vEpe-� 1(biMI - * No. U705 '- 2.04" 2.04' INTERIOR 2.04° INTERIOR 2.04" NOTES: 1. ALL DIMENSIONS SHOWN INTERIOR INTERIOR ®R4' 7° ARE BASED ON MINIMUM 4°DIAG. 4°DIAG ALLOWED.874• 6.12' 3.5' 2. DETAILS DEPICT ANCHOR INTERIOR !WERIOR 7' INTERIO INTERIOR QUANTITY AND SPACING, 90 3. ' 90° 3.ExTEaIOR 1 • AND WOULD eE IDENTICAL EXTERIOR EXTERIOR 4"OIAG. 4'DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. '+1'ANCHOR 3.5° p. 3.5' 4- 3 4"2.04" EXTERIOR 2 Up• 7° '-°- 2,Oq• EXTER2.04- 7" EXTERIOR 8.94- 90° CORNER 90° CORNER 135° CORNER 135° CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OF PANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER -.2-ANCHOR ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,°C� ANCHORS ARE REQUIRED,'C6') 4.08" INTERIOR EXTERIOR INTERIOR 204' 4.08' •+1°ANCHOR 4' 7.41" 4' DIAG. INTERIOR 3.5' INTERIOR 3.5' 135° CENTERLINE 90° 7' OF PANEL EXTERIOR .3 I LA 35. '+3'ANCHOR 4.08 04.08" p 5.37° AG. 5.37" G. CENTERLINE 2.04' 4' 3.5" OFPANEL EXTERIOR 9.6" EXTERIOR 7' 4" INr�ERIOR ON •+2'ANCHOR 7° 3.5" 4'DIAG. 7" EXTERIOR ALL CENTERLINEOFPANEL 90°CORNER 135'CORNER n VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL ("CANCHOR CLUSTER REQUIRED ('C6" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT e° AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORN ERB) 4'DU1G. AIYOUOtRE"m uwkgc E4 �Mh neEhH4� INTERIOR 6.72' INTERIOR 2.04' Atli -.N. 17-py7- Oq 2.04" ,t2. RS—II! 6Eyirry oRF3eJe ExrERloa CENTERLINE 4" INTERIOR 5.88' OF PANEL 49hI�4m.Fna.Tc.�t•- INTERIOR 0 4. 3.5. 135° 2.04' I "+3'ANCHOR 7- 6.12' 4'DIAG. T fi.t2' f` 4.08' 7" EXTERIOR --;;i 2.04" 3.5" 4° 4°DIAG. 3.53.5' Tllu uuT To EXTERIOR ` 7" y EXTERIOR 4' CENTERLINE �T.ON..... NH 2.04" OFPANEL `' 0 ..1cENpF: ��(�� 90° CORNER 135• CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL \# ;' - No. 587, ('C8' ANCHOR CLUSTER REQUIRED ('CB- ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT = f— ATALL4-TRACKGORNERS) ATALL 44RACK CORNERS) (3TRACK SIMILAR) ; u 1 0ERT.Os4urn rmne SERIES 670ALUM. SGD-NON-IMPACT '16 ryq�I��`� AZ Oa05'IT C NO CHANOESTHl4 SHEET. "` ` 1 W yyR�. s.� �� RNLd14 b u� 4c m sOOBTO '-PG0128wCNB 11 s 22 A. LYPREA W74RP.E. INSTALLATION DETAILS r EDGE DISTANCE: 1 SEE TABLE A, SHEET 7 EXTERIOR 21H6" 1�3r MAX.7 CCL �� o - 1 SETEXTERIOR EMBEDMENT: T r� SHEET 1 2X WOOD WOOD ANCHOR TYP.,SEEANCHOR SEEANCHORNOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 6 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYR. 2X WOOD SEE ANCHOR NOTES TYP., SEEANCHOF & TABLE A. SHEET 1 NOTE 3, SHEET i SEEANCHOR NOSHEET TES 4' MAX.) ..... -. , T _ _�__ 1 EXTERIOR I - — 2-1/16'— . EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Ow WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR — NOTE 3, SHEET 1 r WOOD ANCHOR TYP., SEE ANCHOR NOTES- & TABLE A, SHEET EXTERIOR V 1/4' MAX. SHIM EDGE DISTANCE: 2X WOOD SEE TABLE A, TYP SEE ANCHOR 1 NOTE 3, SHEET 1 �SHEi(ET 2.1/18" ' 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 EXTERIOR V 1/4• MAX. SH EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET I SEE TABLE A. SHEET 1 2-1/16" 2-1/16'• NOTES: 1/4' 1/q' 1. ALL DIMENSIONS rMAX. SHIM EXTERIOR MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. -- -- T Gj _ 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME (WOOD WOOD ANCHOR TYP., METAL TYP., SEE SMS ANCHOR TYP., TYPES PER TABLE A, SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES ,ATE TABLE A & ANCHOR SEEANCHORNOTES NOTE 3, SHEET 1 & TABLE A. SHEET 1 NOTE 4, SHEET 1 & TABLE A. SHEET 1 ' DIAGONAL O.C. 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4' (HEAD &SILL) S WOOD INSTALLATION METAL INSTALLATION OR 6' (JAMB) SEE WOOD ANCHOR TYP., 2XWOOD SMSANCHORTYP., METAL TYP., SEE DETAILS, SHEETS I0&11 SEE ANCHOR NOTES TYP., SEEANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTES TABLE A &ANCHOR SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 SEE :HER 6 ANCHOR [Ih9 NOTES I� �� MIE METAL SUBSTRATEOND EXTERIOR EXTERIOR TEr EDGE DISTANCE: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET I -'I �O 2-1/16" IM C T.. OFAUTH/19h'9 EDGE DISTANCE: SEE TABLE A. SHEETI ®4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 I�— EDGE DISTANCE: METAL TYP., SEE SEETABLE1 A. SHEETI TABLEA&ANCHOR l NOTE 4, SHEET 1 2-1H6" EMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 TABLE A. SHEET, EDGE DISTANCE: SEE TABLE A. SHEET 1 MIN. OF 3 1�Or a unl, THREADS EXTERIOR BEYOND THE ��1TI!.•-''•••. O MG TI METAL e V SUBSTRATE *.' • No Gams 114' MAX. SHIM U— A LYNN MILMR, P.E. \= J m Rw RJR 01/1WT4 ,,,10,'NR,rs�.m�"' scnmo NTS 12 w22 PGTO128 C P.E.a seros INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: SEE EDGE DISTANCE: CONCRETE PER TABLE TABLE A, SHEET 1 CONCRETE SEE TABLE A. SHEET A, SHEETI 2-1/18" PERTABLE A, SHEET 1 EXTERa - 1 r 1 EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: CONCRETE SEE TABLE A. SHEET PERTABLE 2q/16- A, SHEET MSEDMENT: I 114" E%TERIOR 1/4" EXTERIOR BE TABLE A, J MAX. MAX. SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES B WOOD BUCK TYR, SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 S2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ac CONCRETE INSTALLATION e CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., SEE ANCHOR NOTES 8TABLE A, SHEET 1 �WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8 ANCHOR NOTE 3, SHEET I TABLE A SHEET SEE ANCHOR SEEANCHOR NOTE 5, SHEET NOTE 5, 1 (1/4- MAX.) SHEET I 1 (1/4' MAX.) EXTERIOR I �TA 2 1/1WEDGE DIC EXTERIOR I 2 1/16"' SEE TABLE A, SHEET I PERTABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET I ®2-TRACK FRAME SILL oc CONCRETE INSTALLATION NOTES: I. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 1/4' • DIAGONAL O.C. IS MIN 4- (HEAD & SILL) SHIM OR 5' (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED IX / CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES 8 ANCHOR NOTE 3, SHEET I TABLE A, SHEET I S44RACK FRAME HEAD cc CONCRETE INSTALLATION PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCKTYP., SEE SEE ANCHOR NOTES& \NCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEEANCHOR NOTE 5, SHEET 1 (1/4'MAX.) 1 EXTERIOR �21/16 EDGE DISTANCE: 4----, SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 — ®Ec 3-TRACK FRAME SILL CONCRETE INSTALLATION PROPERLY SECURED IX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET WNum IC EDGE DISTANCE: --I PERTABLE SEE TABLE A, SHEET A. SHEET I EMBEDMENT: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Ec CONCRETE INSTALLATION EMBEDMENT: SEE _y TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 .' EDGE DISTANCE: .PROPERLYSECURED EMBEDMENT: SEE CONC./CMU ANCHOR SEETABLEA, IX WOOD BUCK TYP., TABLE A, SHEET —~ TYR,SEE ANCHOR SHEETI SEE ANCHOR NOTE 3, PROPERLY SECURED I EDGE DISTANCE: NOTES & TABLE A, SHEET 1 IX WOOD BUCK TYP. SEETABLEA, SHEETI-%.2-1/18'• SEE ANCHOR NOTE 3, SHEETI CONCJCMU ANCHOR SHEETI _ TYP., SEE ANCHOR CONC./CMU ANCHOR ' 2.1/16"" PROPERLY SECURED NOTES B TABLE A. TYP., SEE ANCHOR iX WOOD BUCKTYP., S EE ANCHOR NOTE 3, CONCRETE SHEET 1 NOTES & TABLE A SHEET 1 OR CMU SHEETI _ CONCRETE PERTABLE E nRloa EXTERIOR OR CMU E%TTE�RIOR '•, A, SHEET 1 I 1/4- MAX. SHIM --.iIf PER V V A, SHEET 1 i/4'MAX. SHIM +II-�-� 1/4' MAX. SHI 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4 CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION Ic C fomlEmNaOm'm MVENIw.awl6 ' ANCHORAGEDET/ 18NfKSP1SW .M. 00.D5H) C INo CHANGESM1SSHEU CEFf, OFA fl�Y SERIES 670 ALUM. S o I NTS 1 13 + 22 CONCRETE PER TABLE A. SHEET 1 IRORUCERENL'� u�w �.wm ro.R,nH. I EDGE DISTANCE: R,� dh-1Z?_ oYYZ4•orj --44;ZT.0 SEE TABLE A, SHEET 1 I l{3•i.,�_ RW C.OI,q CONCRETE OR CMU PERTABLE A, SHEET 1 pot, 8 - S/ONAL E011 'f f11111111\\ A. LYNN MILLER, P.E. Rem U70 INSTALLATION DETAILS FRAMEJAMB REQUIRED ATALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A. SHEEP 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: &TABLE A. SHEET 1 SEE TABLE A,�I (ALSO SEE TYP. SHEET 1 _ __ ZB I ILLUSTRATION, SHEET 9) j L — — �iE DISTANCE: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. 2E EXTENOR SHEET 1 PHOOK WOOD ANCHOR TVP., P-HOOK SEE ANCHOR NOTES CONCRETE ORS & TABLE A, SHEET i CMU PER TABLE (ALSO SEE TYP. 2.693' MIN. p, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE %P-HOOK FOR USE WITH FLAT SILL RISERS 4+•' PARTS #18 #20, #22 OR #24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYR. SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET 1; TABLESHEET1 ADAPTER SMS CMU PER TABLE, MIN. OF 3 THREADS ANCHOR TYR. SEE A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 29 & TABLE A. SHEET I EMBEDMENT: (ALSO SEE ILLUSTRATION, SEE TABLET, EMBEDMENT: SHEET9 ) SHEET I SEE TABLE A, DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 2.693' MIN. EDGE C N ICI AU ANCHORTYP., SEE 26 ANCHOR NOTES & TABLE A, SHEET 1 1-1/4' MIN. EDGE DISTANCE EMERIOR n m. P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE - ANCHOR NOTES&TABLE EMBEDMENT: SEE A. SHEETI TABLE A. SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) FOR USE WITH FLAT SILL RISERS ISP-HOOK PARTS #1 & #20, #22 OR#24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A. 2J & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: BEE ADAPTER CONCJCMU TABLE A, SHEET 1 ANCHOR TYP., SEE ANCHOR NOTES & TABLE (ALSO SEE ILLUSTRATION, SHEET 9) 1-1/4' MIN. EDGE DISTANCE P-HOOKSMSANCHORTYP., SEE ANCHOR NOTES O ET�RIOR P-HOOK CONC./CMUANCHOR TYP., SEEJ EXTETIRIOR V 8 TABLE A, SHEET 1 V ANCHOR NOTES & TABLE (ALSO SEE TVP. 2.693' MIN. A, SHEET 1 2.fi93' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) FOR USE WITH BOX SILL RISERS - ® P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK Xw PARTS#19 921 #23 OR#25 Kc PARTS#19 #21,#230R#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT (SEE TABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY MIT. OFAU P NO wiu v I NTS 1 14 s 22 1 PGTO128 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN, ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY, SEE TABLE A, SHEET I FOR ALL APPROVED SUBSTRATES. 3. SEE TABES E' SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. NOOU<TREY16E0 b�a,ePle> �wIH tk PL W {a B H.ww Whl Uln,.. `2,U ntlr was NJGEN3F R;' A '��SSYONAI ENG�� A. LYWIIti♦AIEIt1 P.E. P.E.# 5870 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ad, SHEETS 12 & 13 SILL DETAIL'D', SHEET 18: INSTALLATION DETAILS 'DW & Dc', SHEETS 12 & 13 MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH TYP. PER TABLES 13 EXTERIOR 1 90° PANEL PANEL PANEL TYPE rypE PANEL CORNERDETAILN2', TYPE SOS, 'AS' TYPE SHEET 19 8 CORNER 'K' ANCHORAGE SHEET 11 NOM. i]NIT MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL ! WIDTHTYP. J OLD PER 'M', SHEET 19 HEIGHT HEIGHT TABLES SEE PER 13 EXTERIOR INTERIOR NOTE 2 TABLES 13 JAMB DETAIL'G3. SHEET }( 18; INSTALLATION DETAILS Li Xju— 'GW & SHEETS 12&13 90° EXAMPLE: 90' INSIDE CORNER 4 PANELS - XX/XX #10 x 1-1/2" PH EMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH =NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT - DOOR UNIT HEIGHT-1.866' F I'ASBedr— 4e�' }: NO.6688770..5��r m, PY rort GEmR dShcPi' SERIES 670 ALUM. SGD-NON-IMPACT "✓]i'UNAL ✓R 0496H] o C NOOHANGES1HISSHEET. N �,,,� m.,or JRY 01:'L mm�arn�m sGodro NTS 15 a71 PGT0128 C P.ES seros CONFIG. EXAMPLES !NTERLOCKE `'M., SHEET 19 S AMB DETAIL'G2', /ASTRAGAL HEADER DETAIL 'A, SHEET 18; INSTALLATION DETAILS'L1' 8 18: INSTALLATION DETAILS 3'GW &'Gc, L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 C T HT ES I 1B DETAIL'G3', SHEET 18; DETAILS'GW &'Gc', SHEETS 12 & 13 HEADER DETAIL'N, SHEET 18, INSTALLATION DETAILS -A,/ 8'Ac', _SHEETS 12 & 13 . 90° . TYPE 'PANEL PANEL TYPE TYPE 'CS' OS' TILL DETAIL D', SHEET MAX PANEL 18: WITYP. INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 'DW &'Dc', SHEETS 12 a C'7 X 813 , x x L SEE FAME 8 L_ PANEL CORNER SILL DETAIL'D', SHEET 18; f - MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET IS 2-TRACK 'DW&De, SHEETS 12& 13 EXAMPLE: 900OUTSIDE CORNER -XX(XX(2-TRACKI JAMB DETAIL'11', SHEET 18: ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V. SHEET 19 INSTALLATION DETAILS'IW& L2, SHEET 19� ,'1 INTERLOCK DETAIL'M', SHEET 19 'IC. SHEETS 12813 l HEADER DETAIL - �ETAIL'H2'. SHEET P-HOOK DETAIL'J' &'K'. SHEET V. SHEET 78: 1 IN ' 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL. 12'. SHEET 18; INSTALLATION 'HW 8'Hc', SHEETS 12 & 13' 'JC.'KW &'Ke, SHEET 14 DETAILS'BW 8'Bd, DETAILS'IW &'IC', SHEETS 12 & 13 SHEETS 12 & 13 MAX DLO PANEL TYPE MAX. A UNIT / HEIGHT PER SEE TABLES NOTE 2, 13 4EET 15 a 1EETS 12 6 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' .12 MA NOM. PANEL UN HEIC WIDTH TYP. % PE MAX. PER SEE TAB[ DLO TABLES 73 NOTE 2, 1, HEIGHT a Lid O %XI MAX UNITWIDTH ,MAX, UNIT WIDTH PANEL PANEL I PANEL r TYPE TYPE TYPE 1' M. 'F i NOM. go MAX. UNR HEIGHT PANEL WIDTH TYP Q g og PER TABLES MA%./ /SEE PER 13 DLO NOTE 2 TABLES 13 HEIGHT SHEET 15 l0 a Imo— MAX. UNIT WIDTH -----I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'F F. P. MA NOM. UN IPANEL 4 HEIC WIDTH TYP. // PE SEE —NOTE 2, SHEET 15 MAX. DLO HEIGHT PER TABLES 13 TABI 1: x x x o EXAMPLE:OXXXD SILL DETAIL'e.SHEET 18;�y EXAMPLE:XXXO (&TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK BY-PASS) TV 8 Ec. SHEETS 12 & 13 tom rEcxxaoovlR rt uamcEn4lzm EXA�°1°` MPLEE wo. fm cmr.OFAUIIL fRdB SERIES 670 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gc', SHEETS 12 813 IY INTERLOCK DETAIL ('M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 198 CORNER ANCHORAGE t PANEL H TYPABLES3 HEADER DETAIL'C', SHEET �18; INSTALLATION DETAILS 'CW 8'Ce. SHEETS 12 & 13 SILL DETAIL'F, SHEET 16; INSTALLATION DETAILS 'PAI 8'Fc', SHEETS 12 & 13 R. SGD - NON -IMPACT 16 • 22 �rPGTO128 ��ol�pNY LYryyy�.,,. ► y No. 58I05 ' p :Q y TE PANEL'S RIGHT STILE TYPE PANEL SINGE INTERLOCK SINGLE INTERLOCK FIXED HIDE LOOKS E LOCH ILE ASTMOPL AS RAGA ASTRAGAL BOX OIR ASTRAGAL BOXIN INTOORNER oO LOCKSTILE EXTCORffR 9O LOCK5T6E EXTCORNER 9O RECEIVER RR CORNER 90 RECENER E CORNER 90 RECENER NERMID EXTCORNER MRECENER INTCORNER 35 RECENER TYPES WT IN WIHBOXOM BOXOIR BOX IN WIHANDLE W/HANDLE W/HANDLE W/NANOLE WINANDLE WI HANDLE W/�DµE Wt DUE ol —zm —Tcm —T= B9 ftit6 081 IIB1. pet mar F PP K L TR TQ TC TA TV TW OUf tOm"O�O N Ocl( B E P A C C IC SQ SC SA SV SW INEar Amon PXUM FDOED RR R S S / FD FC FV FW STILE / LOCKSTRE .yam WI HPNOLE -I`dl' D M / INOVT) �rM w ASTRAGA Box OUT LR PANEL NOTES: WI HANDLE 2GKnM 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL l /tl SIZES B DESIGN PRESSURE. QINTERIOR RIGHT w BOx IN LEFT 2, PANEL TYPES NOT SHOWN OR CROSSED OFF Wi HANDLE (BGKM PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR AND AVAILABLE. r ASTRAGAL T U STILE STILE ARE NOT � BOX OUT mRKGm IeRKPn6 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES PANEL'E° SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (961). CORNER RECEIVER (0118) AND EITHER EXTERIOR (#119) OR INTERIOR (#120)CORNER w BOx IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J AmM �rM TO USE HEAVY-DUTY STILES 0C1�mLL RT Cl4.135-ASTRAGALS C (#81)AND CORNER ADDON(01). _7 W/HANDLE#t]O w JZ E Z ILE 7N7 ER Y81 ER QT CT CIS �� SILL RISERS OPTIONS 23p' E� EXTERIOR . EXTERIOR p32• EXT R pop- a 062•S RMT' 1.S6T2655 .'. 1(.. Elb ER.062' AT ASFDF �if E P118 eo te'FLUSH SER2FLAT' OLOWR21/2°ISER,FLAT z2 MIEDLL NMER,FLAT 24 HLL 4'ER FLAT RECEIVER k6 EM GARNER 35 RECENER W/HANDLE IMCOR1d=R pOT 35 RECEIVER VT �IVT VS WS - VF WF EXTERIOR a IP �..75W T50' � EXTERIOR T50- EXTERIOR EXTERIOR 08T .WY a .GOT a a W/HAIIDLE /•g T �5•LJL GIA......... LYIV Fo SILL RISER. BOXI' `�.` ZN"cE:?i SILLRISER, BOX SILL RISER, BOX SILL RISER. BOX• 19 11 23 MEDIUM, 3-1/4' 25 HIGH, W: No.W705 .• FLUSH, 1-12° LOW, 2AW *_ ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6.8 %P ': (117 ^��` ' Lam TEaTNaooromE T. NWmcem PANEL TYPES trm, o{Aurxn9s9e SERIES 670 ALUM. SGD-NON-IMPACT JR 04USgl C NO CHANGES THIS SHEET. mwwnnsIDn r.,/ue s vie mate ne 0.LVNNtAV R P.E w.nd-uz .IN .awe me ON[O'14 A,M,`�,,,RFID1,� e N75 17 a 22 PGTO128 0 P.Es66To5 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 14 1060FJAMB v,.. 5 B0 OR 61 G3 - G1 11 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 8°LONG CLIP #105 WITH 113 105 (� W/RETAINER#106 MIOSPAN (SHOWN OPERABLE PANEL ) FIXED PANEL TO PANEL 5 ,I.EXTERIOR 103 LOCK PARL 113 ]5810]-11 THE INTERIOR) �EMERIOR 1a 15 6 112 Ga pSIASX 123 FULL LENGTH OFJAMe 2-TRACKJAMB 41 2-TRACK JAMB 6MB,%3 CLIP#BOOR#105 - 51 52 W/SCREEN 6' LONG W/ RETAINER #123 (� MIDSPAN B0 (SHOWN WITH "—'— FIXED PANEL TO B0 OR 61 THE EXTERIOR) 53 �I.EXTENGR 11 EXfEflIOR SHOWN WITH OPT. SCREEN TRACK EXTERI a 2-TRACK W/SCREEN 0 FRAME SILL ' ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS "FOR DP (PSF) ASSOCIATED WITH STILE. JR Oa,9Nf] x m. C I NO CH4NGES RIIS SnEET. 100 FULLPANELJAMBLENGTH BOOR 81 105 158I 10�1 17 60 OR 01 10 5 5 SEE DETAIL GI FOR FIXED LOCK PART PANEL CLIP BO 758 t0]-11 SEE DETAIL G2 103 FOR FIXED PANEL CLIP 5 103 fig oR 81 5 18 1T I'l 600R 81 fl E%1ERnR �. yEMERIOR �EMERIOR .1 EXTERIOR V 3--TRACKJAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACKJAMS ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH 12 SHOWN WITH H1 OPERABLE PANEL) H2 FIXED PANELTO 11 FIXED PANEL TO 12 OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 4-TRACK C FRAME HEAD 4-TRACK P FRAME SILL MAX. UNIT HEIGHT PER TABLES I3 SG m I NTS 1 18 > 22 1 PGTO128 /MOBUCtBEY� �ewhtlen>rW Atnyiumno 11 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 8 INTERIOR 81 113 118 T 11n 110 103 82 III 63 600R 81 *�RIOR, *jEXTERIOR 14120 ,6i1 I, V P-HOOK FOR FLAT SILLS v P+IOOK FOR BOX SILLS EXTERIOR INTERIOR EXTIET�R�IIOR ®j TEXT. OR TNT. MOUNT) EXT. MOUNT ONLY (�INTERIOR VOCK MK PAR fi00R et PgRT103 TSS1W-1175818T-11 Bi5103^��^ INTERLOCK STANDARD ASTRALWITH HEAVY-DUTY ASTRAGAL CORNER L1 STANDARD STLES#60 I2 WITHHAVY-DUTY STILE7 S 61 62TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) INTERIOR ID EXTERIOR O®135° INSIDE CORNER 2-TRACK SHOWN ®135' OUTSIDE CORNER O1 2-TRACK SHOWN 5 _ V ' REM #61 (HEAVY-DUTY 90°INSIDE CORNER STILE) SHOWN, ITEM 960 NT 2-TRACKSHOWN (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 8 9 FOR DP (PSF) ASSOCIATED WITH STILES. monUOTREY® 31 lavNaQ.enFhtlIEIOIN+ OCK PART Aa 10T-11 A.nWa.te No 1 E.11/.liw4- 01 8 INTERIOR ' MI 11111111 // oN....... N41 VCENSF':1:- _j * : N0.58705 ._ =_fin •'•. �Ii:QY I � %.1u�; N VEM(E. �)5Lp dVf(ILVIVIHL JCIi IIVIV UCIHILJ, IiVRIVCRJ "�'SS,..`;�R��{^..•�G`;� II cEm: oEAI/Ixia7m SERIES 670ALUM.SGD-NON-IMPACT o„�NAL 1E,r JN 0011Y77 1 C 11 NOCNANOESWISSNEET. ��' °� � • A. LYERP.E. 5070 NT$ m orzt4 � n19 >n yPGTFr2B kC P.EAmT5 Item A POT Dw .A PST# DeseriptIon 1 17306 817" 2-TRACK HEAD 2 ino 617M 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617M 3-TRACK HEAD 4 17312 017312 4-TRACK HEAD 5 17314 61T314 FRAME SCREW COVER 6 17317 817317 FRAME HEADVAMB SCREEN ADDON ] 17304 617]04 2-TRADI( SLL 8 17MI 61MI RA biCI( BILL. WIR/—SCREEN RAL B 1130] 617M }TRACK BULL 0 MID 617310 !TRACK SILL 11 17313 eIM13 FRAME SILL TRACK INSERT 12 17315 617316 FRAME BILL SCREEN ADOON(SEE NOTE 3) 13 1Td16 61=16 FRAME SLL SCREEN ENOADDON(SEE NODE 3) 14 1T306 01=W 2.1PACKJAMB 15 17302 B1T302 2-TMCKJAMB WIIH SCREEN PAR. 10 173M B1730B I1WCK JOMB 17 17311 617311 !TRACK JAMB 18 11322 617322 SRL RISER -FLAT, RUSH. I4M' 1B 17319 017319 SILL FIBER -BOA FLUSH. 1-1YY = 17321 617UI SLL RISER - FLAT, LOW, 24W 21 17318 61]318 SLL RISER. BOX LOW. 2-117 22 173M B17R5 BILL RISER- FLAT, MEDIUM, 1IIV 2S 1735! B1i359 SLL RISER- BOXMEDIUM. 3.114- 24 113D Bt)32J BILL RISER -FLAT, HGK 4" 25 173= 61== BULL RISER -BOX NIGH 4' 20 I= 617M3 POCKET P-HOOK 27 7070 61010 NEOPRENE BULB MW FOR R4iOOK 28 iT3A 5173M PMKETPI4OOKMOUNT 28 173J5 617335 PJIOd WiIIER = 1734S 617US POCXETP-NOOK FOR BO%RGER 31 17378 017376 195 GOPHER 32 17378 617376 1135 FMD MOUNT ITEMS 40,63 ARE SCREEN PARTS: 40 1 4319 612258 SCREEN SIDE RAL-LOCKSTLE 41 1 7LOCRWGSK SCREEN LOCKSE1 /2 !laid SCREENKEEPERSPACERSET 4J 8152 fiB152 SCREEN INIERLOG( ADAPT ER M 6128 Was SCREEN DOUBLE INIERLOCK 43 491I 61"S0 SCREEN TOP MIL a0 d.118 El— SCREEN BOTTOM ML 4T BBB ]SRAZ STANWRDROLLER 48 86B ]6RA% STANOARDROLLER-STSTL- 49 Z 643M SCREENAS7RAW. 60 11349 617318 OM SCREEN ASTRAGAL ADAPTER 51 1W2 01692 SCREEN6PLNE-Aw 52 1S94 016BI SCREEN SPUME -.150' SJ 61BI6C= SCREEN MM 54 1R5 1 IIY X4-X Ill SET. BLOCK, NEOPRENE BS NS 55 ins I 1"Xd"XIlt6" BUT. BLOCK, NEOPRENE M-14 Rom A PST Dw .A POTA Description BO 17325 617325 PANEL STUE 61 11326 017320 PANEL STUE(HEAVY DUTY) 62 IM7 617327 INTERLOCK ADAPTOR 0 1215 611P246 VWYL BULB WSW.- WN(INSIDE NTERLOOK) 64 IMB 71TJ9 SLL END WEATIERSTNP PAD 65 173= 017$28 WTERLOCKSCREWCOVER m 1=29 617328 ASTRAGAL fiB MIS- 817339 REAW DUTY ASTRAGAL w 11324 8m24 RAP 6 BOWOM RAL 70 173= 41M )ML% ERSTRP EXDENSIDN(WECTON MOLDED) 71 105 711195 114W X 1' XYP 100H FINSEAL DUST PLUGS 72 sin 78153X TANDEM ST. STL ROLLERASSY. T3 aim 76153N TANDEMNYLONROLIERASSY. 74 SILICONE D 4198, OOW895 OR GE-T100 75 aim 781M GEMOOMORDICE 3-PLY DUAL LOCK WL9.I ONGTRPLATE IS 710WWFPF)I H2 X 1'F SS SCREWIM WPE'P TP LW T7 7103239 l=STEELZNCLLNUT 78 17358 817358 WIG 81/C BEAD 78 17]57 011357 V 0BEAD Go 17359 817359 7116-BEADIFPEOPANELOUP 82 IV4 6TP247K VWYL BULB WEATHERSTRIP 03 61745 1745 LOWE WD I1Y X VIT SOL SIDE Alit. TAPE, POLYETH 100 00m 48052 ROLLER AM HOLE PLUG 101 72087 JAMB BUMPER 103 1INfi 71B96 DUSTPLUG 1B1 B108 781661E II -KEEPER IN an TSOKEEP SCREENLOOKKEEPER 105 17M 617344 FIXED PANEL CUP -8'LONG 108 17352 6173W FIXED PANEL RETANER-Sn3' to? Ina Mns RANDLE Kr-WIEROR RAISED WRH TIIUMB TURR USED WIM In t08 1740 71740 HANDLE KIT- RAISED EMIGOR HANDLE, USED WITH 95 1. 11J1 781628N I-AIIDLE XR-RECESSED INT. IMH TLIMB TURN, USED WITH WS 110 1T32 78178 HANDLE KIT- RECESSED EXIEROR PULL, USED WITH WS III 710X34PPSOXX 010 X Y4' PK PIN. TEK -S.S. 112 I= MIS WSTR.270X.170-FINSEAL 113 1712 64068 .15TX.23VFWSEAL 114 710X115PPX o1DX1-IW 115 1 710XPPT 910X1' 118 720XIX 9%21 XP S.S. 117 720X112X 014.20 X 1-0IY S.S. lie Inns 617M W OEGREECORNERRECENER 119 IM7 1 617337 90 DEGREE OLUSDE CORNER ASTRAGAL 1= 17338 GIV335 BOOEOREE WSIOE O/JRNERASiRAGAL 1= 17352 6173M FOED PANEL RETAILER. 7W NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 3339, 5659. 66, 81. 84-99. 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24- MAX. O.C. IIm NO.58705 -.r °Aii veJ R.M:7a PARTS LIST Lps �:..°R..... N46dMIW0 'OgONAL1EN�1�`. Mr. reAtmcs292w SERIES 670 ALUM. SGD-NON-IMPACT I..IN` O — nee off- 4� ALYNN MILLER P.E. sDDmo NM20 •22 P0TU128 C P£e sB1D5 6.069' 8.562" 0.080" 1.211' 1.505° T 0.081' O2-TRACK HEAD to 4-TRACK SILL - (6063-T6 AL) (6063-T6 AL) SAW 1.211' 0.081° O2 2-TRACK HEAD W/SCREEN TRACK (6063-TEAL) 6.526" 0.080, J4=41 1 1.505' '03-TRACKSILL (6063-TEAL) 7.105" 6.221'. 0.080" L=-�1.211' 1.505" 0.081° O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49- 0.080' 1 211' 1.505" 0.081° 4-TRACK HEAD 7O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1.514" 1.2 0.060' OFRAME HEAD/JAMB SOREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 2• 0.53Y 0.06 .516" FRAME SILL SCREEN ' 12 ADD-0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24° MAX. O.C. 0.760" 1.990' FRAME SILL SCREEN 13 END A00-ON (6663-TEAL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24- MAX. O.C. Mr. oF4 ease 18" 2-TRACK JAMB W/ 15 SCREENTRACK (6063-T6 AL) 15" 16 3-TRACKJAMB (6063-T6 AL) SG"m I NTS 1 21 n 22 1.36' 1.872' 0.062, -- 1.01W 0.081' SCREEN 4o STILE (6063-T6 AL) 5.069' y 1.046' 1.993° 0.062" 14 2-TRACK JAMB @SCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) 54-TRACK JAMB (6063-TB AL) 0.875" 1.9 93' UL -Tl� 0.062• SCREEN as BOTTOM RAIL (6063-T6 AL) No. 58705 IN | § | �§ m ) @ &) : r I , !§E8 §'$ > k o 70;( ,0 i§ /� ! � SCANNED BY St. Lucie County MIAMFDADE a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE PGT Industries, Inc. FILE ®�` Y 1070 Technology Drive 1 North Venice, FL 34275 L SCOPE: DIIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roam 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.eov/economy CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD 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: Seties "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06119/17, signed and sealed by Anthony Lynn Miller, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. MIAM4050ECOURrr ' 1 -^^ �L12.w��l b T2v-t,Tu ST. LUCYE COUN7i UUIL15INS BIW_; THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NE05%W. y ER TO C( U" LE CODES. Approval Date: November 09, 2017 Page 1 rLWiVJ ANO HERMIT MUST BE KEPT STTP AD Ain PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections.' (Submitted underNOA No.10-0819.05) 2. Drawing No. 6300JK titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25. dated 08129/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation' diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-l), dated 02128111, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50, Edition (2014) and with FBC 6t° Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Nflami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 - Sorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6i° Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries; Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge 1Y1. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS sFE l4 ra2I / ATWNG: sIE£IS 3J SHOWN ARE FOR THE SUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND PRE TO BE DESIGNED RVOTHERS. 2)HETYP5MI) NUMBEROFANCHORS IS CRRICALTO HE STRUCTURAL PERPORMANCEOFTHEMULLED UNITS. MULLIONS mFHw5w0THFPivER11G1MNl Al1UlEeroSC see GETMs INSWEFDINEOE EN9L1M MVEBEENTESTEDAS•FREE-FLOATING•AND DO NOT NEED TO BEDIRECTLYATTACHEDTOHEMULUON CLIPS, BUT SIWLL NOTHAVEAGAPOFMORETHANIWFROMHECLP. AaAlt� SKETGDN 3)HEMCHORAGEMETHOOSSHOYMMWBEMDESIGNMTORESISTHEWINOLOPDSCORHESPOPDNGTOTNEREOURED DESIGN PRESSURE MULUONSARECALCULATEDTO DEFLECTNO MORET JIMTHE IDSTRESS NCREASE WA9 NOTUSED MMOFWOODSCAEWS INHISPNCHOREVA MTION.THEI.GLOP➢DUMTONFACTORWASLSEDFORHEEVPLU iN 3T 4)PROMRSEALNGOFENT ASSEMBLYISHEP MNSISILT'OFOTHFASAIDWBEYONOHESCOPEOFHESE NSHUC IONS. IIHII-III iW, USEWE WMENED WIDTH OR HEIGHT OF ONLYTINOADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES MIL I nowzwTu. �f' /SF£DETAYS sxEErs>A .smTH HwrswrAL U ADDITIONAL BXAMPLES OF MULL CONFIGURATIONS' --mENwGwnM—' —1 Itr�G`*N r SINGLEMULLION SINGLE MUUwON "'+SEE WRRESPfNGWG DEFACE FftGNFDUPEtA00VE COOESISTANDMI)SUSM: •2017 RONDA BUILDING CODE (1FBCL BIH EDIDON R%d FLORBTA BULLDWG CODE (FBC), STH EDITION •ANSVWVA NDS MIS FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MMUIL, ADM-2015 •ASI S100-12 •AISL360.10 1 suouT ANCHORAGE FORTHE COMMON MULUON, SEE EXAMPLES ON HIS SNEET ANDSI0:ET24. FOR MULTILEUNGS, CONSIDER ARRUC. ONLYTWO AOJACEHTUNTS ATATIME WHEN USING THE DESIGN PRE59UREANOPNCHOR0.OETABLES. THELOWEST DESIGN / sxSi: " PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHA-LAPPLY. HIMAT HF�T 8)WITEN FINDING YOUR SI2E IN HE MULLION TABIES,MWAYS ROUND lP70 THE NIM SIZE 51gWN ON HETABLE(S). 3EEPETuIB. � T) ANCHOR EMBEDMENT TO EASE MATMALSHALL BE BEYOND WALL DRESSING ORSTIICDO.W000 BUCH.S OY OTHERS, MUST SIIEET3 BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHAL, BE COATED ORCORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BEPROTECTED AS REQUIREDTO PREVENT - REACTIONS. RRESTMTWN B)REFERENCE TOT REPORTS:FTL-6"3; ELCOULTRACAWAGGRE-GATORNOAS pPMICTS WY ,omunmf. B)MUWONG AND CIJRSHAVEBEEN DESIGNEDOTIMPA TOPPUPTWi.MU=REQUIREMENTS OFTHE BEWWRDABNLOWG ' m LODE-ANDARE APPROVEDRIRODUCT HAVING CURRENTUCATIONS. MUILIONBARE RALLY TO REUSEDWITH PGTAPPROVED FFNESTMOON PRODUCTS RAVNG CURRENT APPROVALS. ev WT. 10) MULLIONS ARE IN COWLIANCE MR WE W THE HVIZ 111 DUWTRY OF UNITS WRHW A MULTIPLE MULLED ASSEMBLY IS INLwOT® PROODTD THAT HE SPAN AND OPENING WIDTIDEGHT OF EACH INDMOWL MULLION COMPIJES WITH THE REQUIREMENTS PHIS NDA MULTIPLE MUWONS INSTRUCTIONS: 1) OETERMWETRE DESIGN PRESSURE REQUIREMENT RBSIFT' FOR THEOPENNG USING HE ASCE•T STANDARD. 2) CHOOSE A MUWON TYPE WAT WILL FIT HE DEPTH OF THEFFNESTRATION PRODUCTS FRAME DEPTH. 3) REFERTO SHEET 25 TO DEFERWNE IF THE WIND LOADING 15-RECTANGUW OR TPVWGUTAPrtRAPE2AIDPl'. FlF'nTIDNB .......... ...... ........_..1 MULL T01% 6 M45DNRY._._... IN$TALLATxU1 NOTES, ...._._..._,2 MW.TOsiEEL STN___.3 ALTFA1UinTE CLIPS_.�._.�N l X2X.l WU.SKCN.. 1%1%.1 SWU.SPECS --S +x1%.TIE MULLS BCS_6 1 x 2T5 x 3T5 MULL svEcs_ ) +X&,Qox sMRLEPECS__E lx4x.l 300uRKm__e 1 xdx.+zs InnLSPEcs_—_1G 1 x. %Nxin TLWLL3x TWE6LSPECS 11 1TS GS_ll FORTHEOPSNNG USING 5) FROM HE SAME TABLE USED W STEP d) ABOVE, FIND THE VALUE IN HE NEXT COLUMN MICHOR CAPACITY REWIRED (LB$I. THIS VALUE REPRESENTS THE WINDWAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN HE FW-MULLION CAPA IV. S) FROM HEANCHOR CAMAR BSI TABLE ON THE SAME SHEETAND MIND YOUR ACTUMSUeSIFNTECONDRiON(MULTIPLE ANMO,WW,TRATEIANGNOR-CUP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERN AND VERIFYTHATHE REQUIPIDANCHOR CAPACRYISMEI. , T)IFTHEMUWONCAPACITY(BSIFHOBTANEDWHETMB ISHIGHERTHANHEDESIGNPRESSUREREQUIREMENTRDS'FPI FORME OPENING, YOU MAY USEHE'ANCHOR CAPACITY ADJUSTMENT FORMULA TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITH HIS VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORTHESAME SUBSTRATE Ion CVFRIITYll- ) GN OBTAINED FOR TTHESURE MMIILLILB NSYSTR THE FENESTRATION TEM. HE LOWER OF HETWG SFNLLAPPLY ROOUCTTO BE USED THEF_NRRBMUUM REN SE TMD ON PRODUCT ASSEMBLY. B) HIGHLIGHT OPTION USED AND TABLE VAUES USED IN A SPECIFIC APPLICATION WHEN USING HIS NOA TO APPLY FOR APERMIT. I PRODUCT REVISED a.aig., aing M Hre Florlea NGA410 Coen NOAHio. 17-0630-01 exahallon ORln 05/26/2021 A LYT FL No. 5870 DETAILA: MULLION TO 2X WOOD SUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) LIIP MAY BE ItSTALIFGOY EXTERIOR n °,�. FRONT VIEW MULLION SEE 91EEf5 LOCATIONS r-mvry , R A WUJ5 SIDE VIEW INSTALLATION NOTES; i)MCHORMBMMMYTOBASEMTERMSHALLSESUONDWA DRESSNGORMCW. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEME FORPIGTORIA- REPRESENTATION ONLY. BECAUSE THEANCHCR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS AA, EITFIEft THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. MEXHEAD OR FLATHEAD. 4) WOOD BUCKS ME OPTIONAL, SEE DETAIL C, SHEET & 6) FOR MASONRY APPLICATIONS IN MHWI-DADE COUNTY, USE ONLY MMFOADE COUNTY APPROVED CLOG ULTRACGN OR ELGO 1t4' S.S. AGGREGATOR MASONRY ANCHORS DETAIL S: .ON MULLION ATTACHED TO 1X utmmom Tw.M� WOOD SUCK AND MASONRY AND -Tr��,,ZNT semEs%IalF.a taus (STANDARD CLIP wow II II Y E E III cONCRm u ..IMCE I —F� ANCHORS c SIDE VIEW T'S 4 IE O.Y., EXTERIOR EDGE 4 owk� FOR OM.Ry up l5 A"M 91611 Ila 11"I'A PRODUCT REVISED W TRW g nn P&z with fte Ff.irid. 17-0630.01 E.BYOiNER9Ex&.6. D.to 0512612021 BY =ct C..twi FRONTVIEW m N0.58705 I df Vv:j UZ DETAIL E: -+r lzrMw MU MULLION g DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO (U-CLIP) 'g MASONRYSTRUCTURE 1) MAY BE INSTALLED W TEE' OR'ORONS' _ o (STANDARD CUP SHOWN) �� WTERSECTwNS. a vAwEs 2) MAY BE INSTALLED HORIZONTALLY BX 1 (SHOWN)ORVER ICALLY. ' 1 T9.I.NdGt i N FIINERiV6 1 PER6U69TNPi, STANOMp �6EE TNNES+&IEB 3)SEE BLLLP DRAWINGS. SHEETS c jlE U I - FORCORRESPONDINGMULLION w N oss,,4 11. TOP VIEW 2 4VANYBE 1 EiPNfF. U". W 0 Tna YPMw 1 II 1'1 EOG a a-Hd9 fDM1Y VMIES4138T1EL9d1EV5. ¢ ✓% 11•I �` -� bELF.pRILIL use FNEgL1 W Rom. •�I •��^wnua+u'D usesw d w w o EXTERIOR er ! Muww -i ;g O C7 ; Frc4wLTla mr Aw�Fw w 3 �x = AHCHOE F4MM6ffD snERSEa1PN A1800ZEUM. Ll A' • Dnur RuIMETYPEs. EXTERIOR Q 2 n TYF. M'd10R a e 3 Z O = N W 2. 6U'ATMTe, G Sff.TA01E910tb F cp TYP.ANCH00. 8FE 91+'�TBYI�FM w 1-$ yOm 03 - I P.SU..m. MG LOGTCI6 N 3 i eu / i sFETAsuas lo-lss FRONT VIEW E^^_ S 4E _ No Bva1xER.v, ME AIM 0 m N m EYBEOMFT 1 SHEET 11 Itr+]9 Lis Q ? 2 O O D STANCE I'-'I--1E118 s sloe VIEW 3 E�nK uw 2TRM co FR.mmuONITME Mwa.T IDEVIRl2Edul lo-na FROM VIEW SIDE VIEW DETAIL C: PRODUCT REVISES MULLION ATTACHED TO m c.mpiYi wIm m. Fl.Hea STEEL STUD o.ueme C. (STANDARD CLIP SHOWN) ROA-Np. 17.0630.Ot STRUMAE erplm0.n oat. 05262021 INSTALLATIONNOTES� - T9.ANfJWN B O ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLORESSWG OR STUCCO. a PEBSU00TE1R ® Ml.m ua .mm ` �9EETA0LE914+m 2) QUANTITY OF ANCHORS M10 MULLION IS B SHOWN ED PA ABOVE ARE FOR ANCHOR TO ANCHOR RESFMATON ONLY. CTQUSETHEANCHOCCAPACITY INCASES PARTLY FOLLOWNLHOEFERTOETAB ES ONT HE Szla Fat I CORRECT G SHEETS, T'AND LOCATION OF ANCHORS MUST D FOLLOWED, ETCUP O THE TABLES ON THE H°LL FOLLOWING SHEETS, FOR DETAILSMD, EITHERTIE ST/WDARD OROFFSETCLIP MAY MUSED. � wwnaW 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD.` 4) MOD BUCKS ARE OPTIONAL. SEE DETAIL C, MIS SHEET. �,/\\/\\/\\J\��\/�(�� •�► V 6D E 5) FOR MASONRY APPLICATIONS IN MWe4DADE COUNTY, LINE ONLY MMMI-DADS GOUNTYAPPRDYFD 1`II Y LYN I'T ELM ULTRACON OR ELCO 114- S.S. AGGREGATOR MASONRY ANCHORS. SEET. \;1 q�A fORSTEDCWM9 WWnVE SEETABIFS `; Y+O�?......,!V,(Y FRONT VIEW +4wAHs couwuNrwlm TMEEL Bulwww lo-lsa a'�,, LICENSE ;�! •'� Eme,Azt wom BAdrsnuusr USEu ArrAdWlEN Pas. Na. Sam LINE WODPPN.WS61W15PEC4 � Yf ; EXTERIOR SIDE VIEW - NOTE: 1)FOR2 WOOD.BACKEDSTEEI.NTUDS,WOOD so.. TATE !� •tJ(,/p, ` ANCHOR VALUES MAYBE USED. !•�ls'-,!'(ORIOP, �_`� 2) SEE CORRESPONDING MULLION TABLES. SAO�NG�O� SHEETe E20, FOR OUANTIT'OFSCftEWN. A.LY I R}4 DETAIL F: DETAILG: DETAIL H: nd FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION r>} (FFCLIP) (ANGLE CLIP) (ANGLE CUP) Y{ $ seeDErAesnO. m'a+u• 6x Z sxssrsaNlRawxwsrulAnw sarsuu TomwwcsuseraAas. N v,, OZ paW O UI O O O O O J w Lo TOP VIEW DIX" L SIDE VI G§ ©� m O $ m arwxNwrtxrxrx.laa �1 TOP VIEW R// IN tY F Ell ._W . ,/� NuuloN 1 N .EXTEROR i sEs1Anliwmles z mTawocR,erssL, AWIy CUUOR N/tONRY 1®i® NOTES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1 W X2.1 T-X.12S MULLION. 2) SEE TABLES 1&138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3) THE VS CLIP IS NOT SURABLE FOR THIS APR TION. m PRODU^E CT V16ED of OOUI E No FloHda . Bu4digq Codo ,/� IMO WWNI•. NOA-No. i%.OBJO.O'I If act WN,"oo Dam0512612021 EXTERIOR oRNAsoxRv / �� c � By \y` 1_ / upl Mlvm uc< n r wolwa4vrff4 I a KU4CWORNM4OXIY! 1 EDfE OH nBTNIE_ YFA G .rIL1CJt NOTESFOR INSTA TIONOPTIONOAR ��ONYLYNN OD o \ aa� ' VGENSF�CC 1)USE 2ANGLE CLIPS PER MUWCNENO. UPS MUSTBE INSERTED INSIDE OFMUU.pN. 2)UETNLG: SEETAULES I9-1413 FORANCHOROUARRTISAND SHEET521-23FORHOM taa _; �' NO'587, LOCATIONS. — *— S)DETAILH:SMTAELMIMORIMFORPNCHOROUAMRIS SHE nFORHOLE „ �'0 �2 a-T r•�� A. IM LC TM M00on TebM Ope➢lnS WId11(for SafimlyHrarir0Dail")➢r Open'mB HeIdltQml4AmtelyspmL IupllYlao) mh 1WN Ibb go OOF )OF mF HOF ImF )F1.a.11! mela.pNr I°n9'O TnpTJen& L^Wn0 rixtaWWv 1^tlm n¢RAwO L°a06 RsmnWv lwble inp➢Iwp Lmdip Lnv00 Reatarply L^^duY TgJauq. laLuN9teWIunGN pm . 1WMbv. WelmWla myMrN. nWaiWWn molt V Loe4p TiglMag. W9n0aMNGNI glaI h1 11 gP �HI Nil hI h1 11 QF IMA 10l 19b ]]] 931 QL 1149 J33 A] Im IW] A, me U0 late 319 Ml eft 1dA ]le Ica No IN.A Fe HO IW IWA 31. We 111 1GA ]le no Il0 INA all Nn ie➢ ]O no ]Y a. m ile ]4 815 Me ei.0 2N 18A N] e1J N] e1.6 313 61] ]N ]T➢ ]H' III, M MAI H) Wo 2M 'A1 ]u WA 2N no ]O 81A 3M Sn42fb ®.9 331 )oe T!1 6V bl Llb Y] l]8 SI IlT b1 i9A b1 9].1 M A] bl m.t 2W ]I.9 211 e3] ]I9 Aa 2H at Me .. MH e93 21. 210 AN 16J Me { NN O➢ 20 Rb 29 131 Ni 11.8 2@ T➢ M el] Ibe Ile M 11b Itl bA bi 29A IM 2N w ]41 IN Z. ]I] At In 14 217 IlI 1W IM Nr :61 1W b ®F Ae 3W el] 1]0 s0 lql Ae 1M VA b] M., I6] VA 3m Me tm N] 2q 2I.1 Im le] 2m n9 1]) 19.. A] no fN 3 WN AI IBM WA IS Tl.e 1m J0.l 1W lA 1.1 Ra me al.) Tel bb lm 11A 1C1 me 1N Ica —TR 111 ]IA IQ 9 me aA tm 51A IQ no am 26.1 119 20.3 1W nil 131 11A IN 21.0 iN bb 9] 1]e n] Itl 7.a Ib 19.0 MIL' 169 1]0 174 M. )eN 11.9 12! 18.T 1N 16) Ib 14a IQ nN n.] va 162 fN TABLE 1B Abh.) Table Coal 5W 11YCbate ]W fbv MIO�WV PatldPJ PTNbM LaW pIC Eb VISA F1'a Nlr Eke W SaFm Ho6twl HSetal H25b1 Pena vfr Ww HFeo� W'Ekouvsm IouKm vtr�ke Nrtaan IN'Etoumem AW1C. IAA Aggbgba oeme tC3lsw{esl sa-051 MNorG/D Patlama 1• alrr avr sW t• afR r }W r }W z ns Isr e.Tx F4}bFxaW IYY l.Vl' 'J• 1-W 4Vv }tN' 4IM 1-IN' EmmM➢m Wf 2MtXn OLW W O.GI b4ia m=-tRa IT =Im lY3• ]mb eab III 2Nb imb ]Nm TIOm J]eb f➢1b Gsm Nlb W0• YAm 6Arclm OtlSnh44/SINao(vfleC Ot ft efACE Tab WA WA WA WA WA 9➢b WA WA WA WA WA EWb WOl 11Ab /ArtbEOSMR4C.IRIhSAeab Relpy.R Raft lam ®b t`Lab 10tlm SWb Smb WA }mb leEOe waft IS@b W]m Wb tWm ]udv.O41r Ha 0.ClVOp Fb.lia'AEe0.li6Aa WA WA WA WA WA !W WA WA WA WA WA WA Nnl THIC• IArcOb/Fik l%b. SR 1Wm 1450e Zia 43m Mm Wm H02a ITfb Nob 1mb Wln 11— nwm nlla boa 2MeWn IJS Wv nC/Fda6b. o1 Mb Sa6 WA WA WA WA lab N'A WA WA WA WA Nlm N2m :Nlm WrJl H OBTANTWE•PNWOR TEFORWEOFFSE1`0.IP,USEWE5whM1nU191W1ioVv rv]H/m�.rn•n rrvW�a•.o m�o.rvwryvw. .._-- ---- --------- E.aplmnen Date 05126M021 ..,... DY Nlam aAt pntm FIGURE I: FIGU�REZ • ILLL---•— TABLE NOTES: S BEESHEE 2 FOR WSTRUCRON TAL USING THETABLEB AND SHEEP 25 FOR INFORMATION ON LOAOWG. SEESHEET524 FORGENERAL INSTALLATION METHODS. —) LOOM �-- 1) LWEM WTERPOLATION DEIWEBe M1NLL LENGTHS ANDroft WFNWO WIDTHB IBALLOWABLE FIGURE 3: • FIGIIREA: • . • ANGLE WPMUST BEIAm WPAIRS. FIGURES: FIGURE f➢ 3) MUWON AND MULLON CUPS SHOWN ARE NOT TO SCALE FOR FOTACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE ORLLOD IN THE FIELD FOLLOWING DIMENSIONAL RESTWCTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPRO%LMATE HOLE LOCAl10N5. 4)SUBSTRATES: CONCRETE 511PLL CONFORM TO Af.13N SPECIFlCATIOHS. HOLLOW AND GROUT -FILL® CELLOW)EBLOCKUNITEWYM S CONFORM UUMLNU ISHA WOOD TS ND BEAM FAUN OF.1 WICKgISOUTRERN PINEWIMMI U O0.55E ALUMINUM SNA M(IB BYTSANSM MNALS` OF.12S LH ST.IT THIUMDT B.AMWIMUOG NT3MO&SS'TFIICK(DATGE)T3SCTURALSTEEISBO ONT WSmAl7ERIA C 0&It ATICHORSI OWOODMETALSFWLLE1"SS.OR41ST 35fItEN/THREADS BEYOND )HEMATERIAL✓R10S#12 ANCHOR9IMO WOOD MAY BE STEEL, I6S SS.OR6103.3. 2AD0' -.125 � I•%2'%.Ixs•NVLGD/1 / ` oN,..... _N 1 1`t'.� VOENsp all No. 58TO5 _ #' —'0' STATE Fr So]Ft0R1OP....G�=�. 'G33HS SIH153O ON Gl/6N90 DISMOS(Zaf p,�❑iulh 009-O0+Oro1 O - "16UB0 IASMOSOH f c o 'e �.�`�\ -k vurr v ]xvn x °+01 am owa >.sw+Nw •xa ��*=+v Z w 9 Hf00E9 tl/N tl/N s w gyres �ws S03d5l1f1W 9LE' XZX�pJ{'I�ry,LL B w e ^ H: u �� Q.�.:.......4" ��" '�y �m 'I�ry-IdTL�J—:/lC)�,jv'JIJ^I� SNOIllf1W 38f11 Wf1NIWf1ltl 1NV151S3H-10WIN] m �T _ i °N"�+.a o[Z=a yp � y u a3na3s3e SLialH TN'aNI's31a1snaNumi LmoW in doo G ; 0 :3o c a a xoz a ms �,# p0. `�`�� Xis =��NZdZO€ LL Wa0`0 K ONE L 6Q3 ryQi po�3 W�pao ma'sm � m D 9§ �X Rm �v LLa�F3 ��3°du »g N G rd s e3:•e3aaaaa ?z�d�IDx p'1:8e 3a• �aaaa a��g a••<a;4 „�H'H as®ic3 3$3 Y m6 m�F.2 i8< a s;y3?g a o y3��a3�3� titlSgA0.a383��°� pp� a a a - b •+ � ry}HHH3 Si.IC w •aaa<aa" a ��Hea3p9 � _ m �` �aay3 S�P9 6wol.enqu p- L - N ��a m m m=B6B7°&eBE �SG 6 'eo555EEogE�u�"a�AP"`°„ L N� b lei P b p b L o�� g ��Y �a"��o 6•Y g ��pp 5iA5AxEE5AAc]SFEw'�R..e"�I o5p55EEe5A�u5AE"s a : E � : ' ✓ " = s 6 e ^gA"Byis y f� e ¢$=5 u E � b pp99FA��'�q 6� b g o IPJE IUP�t i b g ne b b pp Y L b� u F" Y a� e Y�e�CgtilY Rw�l Y H ye 's::AffiEEFxAEFAA�,`�"�� Fa�s�o@�@�go�a. 555EEe56�u9ggAR'�;`,�"" B� e a@= C m y=@@ 'Bi9Aan'egA55g: B ¢ m� m b@ $ U elm N b �a s5?ae4A9@A�i��' dEgi �9 9 5 E E o 5 E yL 5� C� �mempal o g Lei�im me� o�l�a"mr 3 56H S� Y$ S ':::mee��@so�Csptlq S� 5 Em=®ESA r;F�ml •: E&e5Au9yAeya9wP.e,�etl"� 4 vEe?9°.A�E9H�,�� u" u� Y b� b e e 4d1"11�7 3 "g ••A • 5 •m A Y m m �m = m n y m S®yy a' Gw Yss Y s • 5 m�$�ag� mi m:�S��IIwgg$ • °�Fy R m � € • � gssmewo8.'z n = • • N a88'888 • a y Ce SBB�Fd � i • ��e'sss.a g 0 8 • �>"i6>AY"� s s e.s >6>g rl$p"9n :' 95�d� m N N Kl mfn� E'E x -m G F5iaszo4; q ~ �f �8 g o-82 mg — s s s• @ s sH f g �ee,a�As IInn''�`eiss��: oaam 8Mjo V '. 4 gig60 Z5 a '�'�'s=.�§ 0NmOzpppp .y� E9EGZ Tay n o >�8 =ter €o c--->s=. R a 00 Hl °i}a �y?r yyy rrl yp_Z�'1 yy ZZ C �a°LNG �ZN F�Q vyO 'ao o `z Q ��gY J; pg f r�p � Y� YQ�E ERAP;mg§ zE d yy 6$ iLL g NNCma� mg S ? �6 WWI Ygi$ ��5 m p 8688 SHE5�� SOmS3 EE5D znmy 1" z OY OSG 2Im1 o >azS~G gii" ao Eg g Qs x��a�� i $ ~ gg��s x mi�^z.`7i21L e Y „ m °a �"E�i g $ coo WPYRIGHf02017 PWIN0U5 ES,INC.p RIWSRESER IIILJI I^\�I\ ,�Y�W�I IMPACT -RESISTANT ALUMINUM TUBE MULLIONS & ° b 6� 1X2.75X.375MULL SPECS ut. n m 9m e.n: s aew"l sm _ N/A N!A B300JR 7 m 2 rmo +mewu.:v axle "� P -O a.." c.c ao+..M o-rr. x wrce a arna Tr4nu111V N e JRO§OWSKI 05129171 _ C fore reo-lwP JASOWSKI 05H9/17NOCHANf 1IIS SHEET. F7cu.wv ,mme mi�inu/'ndp aa3ab '133H5 SIH153o ,iO�N Lll6 N90w INSMOSqur ; GLiM V'iA [i1 N '"" :wy qw Je0Naa0 :v09 Je'++•V z s arooe9 VIN W a es 09 503dS IIOW 059' X SL'Z X l SO SNOtiinN 3Bf11 WnNIWf1lV 1M i.si6Da-lovd, vp y. O3�M353a suip�a ilV 'OM'a3laaSftONIaOd LLPL®1HOMAd00 w U�oca �uaa aam7 6 0� w �osVzz�w'a0s to WO �aw3o 5 § �aBw �Y o S gg4 gg�os'ao�q¢qmo'� �t7 a �a �mip�rc� �3 $dzfup'�3-t3 o R9 IEaiRO � a w � s d a F NFvma wwn � c c�= A 9 g n cart _ A S o n 6 Nr+oma wsmv q� NWmavNq ma a 3$ 6 E A R ,C IwOwma+u NmmaA�nw p ffi ?S F a sjajij j� g t-0g g aA mp Va^/ 3R Nlaeaaa�m�n S F? '� n: A F C LV em7a�f+W P Iwo�aNai ' P ai $E��Sa 8 E ga ao>manm+v8=� g 5 F AwmFmu�W a o 99 s G d e o `a g yy lw0a•:am 9 F 8 A m 6 R m n 6 .^. 8 r IS n o� g5 Npm��n"a'H�s��ea'c3:��n g s€ Nc•mawsa; r? R TER- F S a S S A a a- 8 140 wm+Atl dv aY1+vW W � e _ m A e PdF � q .� 6 .S h 999E g Np�mauQma E S F A S d 8 S T S S n= m. rt �P N!�amr e N 9 2tlIw0 C% 1i 6__ W rt N FI s r Nm�a Darn ®§ lw0o w v$ G b F .�S 3 e k .� �' Np•man�nw Fgg Na•ma a+ry p 'u3 .% e n F �h i 9 C R g F� R 9 201F� e d 9 u Y 9 8 3 2 S R R a s Navmavvmv t^ �� Nn.maww 8 = R NNu.l u=et � . as ?$F ��IN�nP� eaaaaa G no ��a a a8 i aO§� 63_€Ra ae1 R3 p_ii 4a � i ag`<g3- aap . I =�x333 r3 's gases 0 aH� nS3a^C � e2 _�3�333- � HHH<HHi H9Ab�5 JGG S om g 56 Q3+<(nS ¢ m ilk'ai ¢'Fw 2 u 4•:y`I)` j u 0 3 z ee(az�wm�'�rdav '133HSS11' F`DNVHO LUW90. INSMOsgNr O LG/sABO IASMOSOa r .saua'iw °m, 1A°° a �o asa a Z wo6 af00E9 ale VM V/N SO3dS llNW 9'X5LL'EX L. wn �5 � o \ `Z:O $ os:Nan SNOIT(1W Jam W(IN1r4mvjm.LsIS3a•lOVdWI �-% e` a �� U°2. a, Zz a 03AN3S3tl SUE1Wtl 'OWS3Rll5 NIIOd LLUO"OMAdOO 'DJ u�pe 3 ° 'L � 08 aa 92�- � s9E)o y gI 9Lso�RUH 's. %5 �<7 �ez4�$j�j$`�tr� �'---� 6 U2�o6 Aw md9ol M € z z6-9 <z F ds`'wl 5�$ 9 ��° HBDD yHy pDp��'i Y��Gsfl^iaX O Ww w13 ih' a lilt F 3 Wl�� g'6'6g�a 5apxb lag HH $"i�e�C9e3�S tl w �woZF°1 s,• K u�iw Oma 6 a��8HS HH e� m go ftso -- --- -ex G �w Hm aNN°,H 68.MH dIU� E�g�D383a< °'d€o mzw(- R or} o `. Z zQjO OpO ,V 5Qy q '�yp'� oy Eon a � `�i'�g3F_A <3SSqtlK¢ USyw£6w U aWZ qp� u a N-Z, g�t�� o pbw =ionZO F u uz-yromBiU.6 tl3 Y O HSS<S<�' • • a a a�888<aH WOO " 9 „�98938a • a x HHH<SSa N • • � � V Og �II®j qq u W • P ow g$E� na u � • smH o� • u $ E 046 u 8 s : • aj, -$ u $ m3®y w 11 �pJ rc `1 ¢��a6 iJ LL • • LL �•• r F � i h m ^ b9 9� 'a K�RQS dvg�� a7233 9 aawa O � 9 s O $ Iwo&Y�ee9�g�a'e��n aWm]MRN �=b ffiF%S Sia R _? S @ am�asww $ 4a�a� � � fS3 s�� ar mo w�mnR R�RC �x e�`R %A9 A F. F O5 9 ar..ma WTn � � p• � � •"I •�_{ � 'd P• 9 � ry � % z 8 0 9 d � �9 m.ma mrsn _ E yy s s s s s a 8 8 s 8 s s k k s s s s s c mw"Av�'Imtiv 133HS SIHI S:1, ON LW6N964 ea INSMOS of • a �� _ s� ,v pxeaw O 9reo W 4n6l af06E9 Y1N VIN ,m w' ^ u u' •\`��•,. �O ,LL" w.w <n •rv. Aax s b5 o iA `2 '.,, Q. Ly.gw S03dS llflW SZL'XbXI SNOIllf1W 3Sfll WHN@VOIV 1NV1SIS3a•lOVdWN�� ; ° g �' W " f'S a3na3S3H S1VpIY Iry JNI'S31tlLS(IdNI LiE tloz 6lH9RUdW � me � �'r� :' �J' LL 3 -03 L r� "- r k zzw 0so r x ez ppa Qgjq�O�OOQ66GG 6� S ta"gOqw�" dYO� O Ve �ooS� yE =zi d U' CZCOZWx O jN.LL �w �2_r� = d �Q�j��QOQOV � 117 iV 4u�F�� tl QO(3 `s 1166 Z � uli a�a O � WN U'CLLmO " 2 LL Qw o_ mar o"o z �c Z o w3 A Alt o WE �w "i .a ao�690 _= s =wz. �:9s z2 <UY20.6 Ui��`,J' .�zz mF g io of 3no�" F yy pp w GOri ry 6LL2 N"Uq�Q z UOW WEfwaU �E yW 4 QWR, U. yF pO x z€ ou a �rrc 6 z6 UW�22 " LL P zd w°d maw< �r a=�o�g p �'IyW"-� 3mW w 90H w• • ti w LL = 4 �n = a U W w • 8M. LL o � r H M o • W w ' U O • �W o �• LL �a r = Q J £ ��m•s � am eaosea � a � a � la^M �4-NV y-q en� mural e A nm c•n�a ®a <� 3 g .. & � �wva.unmry N S F� 8 a Im�nawm.a Yamg��n� 5 N N { G i N n 2 � 2 A R 3 � '� d 8' n•^eq� x 2 F 7 w FJ F A .unm�nvHy 5� e qq ^ W+•b ran t� a N e�in C S 759356xC�RS88_Ai 5 S 2 5 L i£ 5 L S 5 L a � - - Wfiun mew p i W � a a ��•gg;@&ffigggffi pa33§��"8$gR E ��..ggffigg.<gg �55h��33��3�33 p5obgg<gffi<B< r .l_3x3x�?=3 mo ^ wffi g ag �S33g<gg g 3 F_sx3aa�^$ � $ ��3333333 p�paga<g�gggg� 3d3RX� �k�33��333� H b u igw§§bvgffi gg<g g � 1g�3��3�3§ 'g<g<� K 6 §g4g4 gffi<9g9 g� � a 'gggg eea 8 •��a�g�a�` w �DE4$y •gpgp EEgg afi 22 asa � aea �aaaa® �`S�a�s nN�®p®e L.n m L ®®®3C<® g a o p m � m •� i T N • r wA • T— �P ti � 9 5' m m � m a o • m •C D • m 0 ®p o m m • y •T m • • m oOH.81m IsS o nm Zr➢m-I �Py m >y Zy .N yb�m90m y�Z T mom" gF�9y3�ip NOC p NA payztoz ufoF y mz m nycoFor wok m ±c3 z p z �omzmco mm r Kz c`].z ay""F'f Np mph � ym m a➢e�`d prNg g �,- Nm+�d,'pNOf"' g03c�Z Z—y L� u >yy iQQN pip 6 6;cgs mks � o a o➢im�p Inge � o NNo m Fi Z Fx g�tiG— -f i?6 �sgag�a$ �"i¢>B¢aB¢y�4ee N �B@aB-BB v e-fln-H z4aaa`�;� mj Pfl eegqa>�'�aqq�:3$pm$� �3wu ^R R aawa g9 _ 5 ¢ga@@B@@.. q. aG6' 3 yy L's 'P vsq@R w �sii�ss�£'•' � c iwaoSg�&=Y B BC>¢B'•a i DDN DD�s K�ggB a ME. I 'RE u$&Ea�o£s4" ¢B¢BB¢9 4 MF 0,�Zo,'p ➢g�fai�a°aEna -IA�L"�jG ayO 56 g EOOm yrm �pc3�Fy��yld H i'•. d $ B a i d�a #$ i N s u gig e w e a c Im.mT q 6 yy m y� a L q 6 yb a 8 B DIE u v @ a G a w Pa4,�Ob1�-Pq G P3 �w aw a 4 8 'wm R. b b b e ili b b UN'�m)��p 5g b b H v m» a b o e e a e ON u pA�wF �� OOP: o em�mrawnir Aso y S m e e e�g£c"£Fzi3s35un9a w A::macm.en . n �pA m� � P j� e_e b ti b $� e� 2 e a Imvnm�] gg�•� a2 0 E NIA Ili A 6 v H: i u s 'we e b b 3 b ww uzm aprly mwm s Y 0 ale Eli q£ o d b g I a I 5 •�� d� ' Y b b+ e E N i C :. = m ' m o Y ,tl d e L b e� � w a 'ew 'we b Nam alb y s n# w d L Y o 'e 11 a o 0 ,'�-' b u e =""'" p g'pRq C E Y e R b»» o t•."m�nm > s s 3m �° of^9 3 pp 9 Ca9O a IP n:n GGPYPIGHi O'1L1] PGTINGUSTm6, MC. ALL " p 5:t IMPACT -RESISTANT ALUMINUM TL 1X4X.375 MULL SPECS eI m W °m sb� N/A SIN/A 6 2 N N O _O $ a J ROSOWSKI soe� 06/29/11 F " J OSOWSKI rG6119117 ND CHANGE A n roro rzcxxaar awr x ,[wcr. n aam (s�# uo-rsm wzszrrwvao xanv '233HS SIHIS3I� �I ON LL/OL/90 INSMOS(�af p.l * •... wR :n aarcly%ixu./w O LLl6Z/90 INSMOS02f f = e e P �`� �gK-^i�.'. Nmv .vvnwun am. wo svn=?=n .ma ZwL L1f0069 V/N V/N SO3dS llf1W 59Z'X99 L'E XSZ'G sRos wg 4 m I d ;�i ^c'y ySN011lL1W aunt WflNlbYnIV iNV-LSISad-iOVdWl e a8naas3tl suularnON] 'sarcLsnaNi Ma L4(001H01tlAd00 a'Zwewa g �, S•'•. 'r?. �LL c7 oow3�� p aGn Ft N'a OS ry 0 �� n 3s_6�E= ry x: o Pi$gw3�omo� 1 if ��9 Raa y"Idarc� x= i5'�rc•-€s�o �-� o a Sy HX�i M a=S 'd w., rc.1 s:2 ga C K N� Ot Cp� w�i oymy i�!{F g3oN5w7� `2 aaa OgzdZ2 oo NJg�y�o oE��ii� zo F a CoOu6Gt a9�N9a�N o O -0. s rc uy� Fri �� by FLLyw~j Q��v CiWNgy T�.y I-V-1 RO dop' p yv'j0^A Pi S ¢f3 DV p u�l go- atrj Om JyU 7 OO T Nsp pY)>F F CW Ko S o yjn BOO N��pj O w dmLL wwtrc3 Icy+ z aw gg9s HE oaza5s �w O OU�wp�g ti c4 Z—Z rweo"�5 py� o �z�yy� 0E-0 �LLm'd=S 6 Z L �O "ZViN P'UOSa ¢.L GN q� Q � N y 1, 586 � �d LSmS i o . ry • • w 7 • j A U C N O_ O LL m � � F � i a Lwnw�»a .a'ndo�Rana 9= a 6 `�m n ^� rd Y h -^ $ ."- g � unem�wS$ * S e 9 r 5 «roowh+a ® R A A A F � R_ ,� .a�o� � R Y R a S 5 4 ✓� m n s S a'�a?st'aa� w=.bld=SV a'�a5af:5 � E d IVJ c�a4M A N a fi t� aw+o�wc�nC 8?��sIId��p� �n°2p:�"fie: o��IIw C - d �E36q35��na535?'xw $a�� w1��sxa5q�aoeEm=3sd5 b�ay.n E oa s .^ 9 R R R R R ry< RP_ R R n w AxR.a �cn R 4vaav��rp REe s s s d s 5 5 s s s s s s s s s rye' B Ip9aalpnq ^ iPj .- ]�sL888888 �pkXB88}88 333 GB 5"r� 'eftt 'w •'IIIIII<na �agxx�3�j�3 y`I -P re h�@ A��3m353 PiaII< a' 8 l' _sIIS 14x t33gi S L' �j885<88 ya®398 `n ya 3<�393 ��6�AnII�II�R� d` N a .133HS S._'IONVHO ON LL/6 N9 INSMOs9pr run, U °r O •-. LLl6ZlEO INSMO a r •; S - ,`< �, rvm,icorowcn rol as :<. x°c=sm :mo° Sn°•w os a .�;: N� W III°77T^\/�\jJnII ZpEI aruow V/N VM V rvs use cws �9 m LV = 2: SOf1W 3dS ll66 L' X SZ'E X SZ'L �y °°� SNOIllf1W 3SN. Wf1NIW(lIV iNV1SIS3a-lOVdWI Fl°' co:29W 03NA3S3L 4W91tl TV 'ONI'S3Rl1Sf,°NI L%d LlEL9 Li9M1d0O �d a O�•, ;yy� YLL i 00 t pp ,�d3$WwcsS�r g r8 �� 6 0°.i�0a n bz i ofcgy a j _�10 - 4 ��0 b9NWEd f SK NKI/�C€S `NSF z gLLJ $'di sypy Y�SS GT�� b.zy� U lLiF O 40}t 2F K on $#9 X F969355 U 9at0 ^K�f gC z�cZ0 LL 9 doW xg2 60 N 0i °0882 2 lw °a� ��am W. $ z2� S° O O KymFpq ¢ VO tl� F/=C AZ¢OJWN �y N OF OS,F Q 3NWy� �33r €W O�O D�idm°^ 3 zLLo 0 s 3 sQ 0 m ZjWG FW� K ¢r O �Ow Wri=H O at s ZU 204- KN Ul 32 rUW 8 86 1- �O w •'NN '•U'dSM; • �dm'a • • • • • • rc • • • j w $ a tsJW�e 9 ^ SSA. 332333a333 R$�R�i€d c�9 yyaw�rw tl.$FI9g g�Y9:sse a 7 lo9wsu ��oayv E m n v i .^^, ag:agaaa- �s�s ,�c �.. � 5 E333355E3E? "s 5 9 eCJ A 5 �� g 93 33355dRe3e3 ^9 S yelp <pq C C 3 5 f q6 � camu.°a 5E533E:e"s - 353; g 3 3 i 3 3 3 ®5 d C kk 5 s °s ic 9 ffib �ei3a - s� E35'e 933s33®33ac 13} - 8 3 3 m 5 6 3 5 4 9 5 3 5 5 R y)p3 IWw�a 3M 8 ,iSSs �W,r=eS�"a_"a_vea"a `a �a'ac ^eZ� p� $�{5• yyaqsgag $;�5 d43a33a3 °��§°sasses 3�tl'�933�3'x A 6i�„Fs333C3 5 g3?3 °��H��3F3g3 a n W ba<a<a< �TR43353 e j § S• 888<8d $ ° •ass<aa i s g�ss pp d` a� 52tl s E uoe n =i3 c 0.1 � ca®e HS SlHi S31 -IONLUOV90 `Ismos9v q.L ........... V/N.� v VIN w w u so3ds 11fivi t1n, x WE x 9z' 5 V - SNOmm Joni vinNANniv imisisFuloyclM Z': ..... ..... KISO 2 m wo� �2�.ig6jv RE .5w. 5a '13 Rig klo 9 ;Illilfl* Eli .88<-OM %�999 9 m r. po 93 �56 Oomw R .6o 0 -- - - - - - - - - HN p !9 291 5j.-VH Elm n z jig R a E 5, 5; �7g REM 5. UR % ME, - 71. 62 2 -� �6 �: a MIEN 9z .0 N.M.H. or M H-7.H' -0 Eli R 2 11 z cw� 4 A i Eli Eli !NE M21 Am Oz IMMS 23 k.-o 1. 210 P :1 R .05 9 9 Eli a nglgl� Z- E R g A N 0. u Fig R- -4. Eli ila a gli i gig F 9 - ; 2 - - 8 I-Ei ;.Q u -b . . . fltlal�W'IZ12 p ;1--I= 010 t V m s Ir lip RRI'A 3 N 'I.., 4 a -In t V;I plo 41*1-14N C.4, El� E -,I Ill !I E 12 1 R I if! i t POP) .0. 0 M. 2 DER M.R 0�5 99 9 tz" — HMO p- ZE o 2 g Om) Z�4=" noHgOP 'sg ��2�qogs O� Do .1 9 2 CIE g ='c 2 CIE - - - - - - - - - - - 000 0 J, W"0851 60. - - - - - - - a 0 6 g ED NEW -- n s 9 v IIMI� 99 .6 :F V. 1 6 1 . C H9 a IN guy 3 woo I MIlIg OE r 19 2 11116 6 111 6 MM80 E E Oil 9 -x 0 r jFO z WPMG�02017 PWWT�MIES.M. �RIGWS� T -t� o; w IIMPACT-RESISTANT ALUMINUM TUBE MULLIONS 1 1.25 X 3.94 X.624 MULL SPECS 't S ia �A' 6300JR 11 —5� 2E N/A i3 SO OWSKI os L rn 'jR6SOWSK1 '06/191170-0—C ANG' JISSHEET. -10 Fn -6 &a as g� ta J .00 49 ;:=a" 0 p p Is 0 wz 'IRV 9;AK ill i fliji a Hc. 0.�� i F2 I ?J; 2 S fll! �12 jl5la 5 PI I 99 2 all Ig ill lill go 9991t . . . . . . r, PI d*l�li t E Ile !l1jq �li N912 i i 00 ?i ag it ale EITIE E R gliMili ili ZI 0 V 4.q - a Maim p il o - - - - - - - - - - 0.0. RH ob a. fill ill I 2 A g t vo 0 IL g k g I g Ng —2 o ffi M* lu E g 3- 90M eo MAT 5 Q O� HoiNshoo I t R 1 9 o C�d -Y ........... ;1 WMIGMTOZOIT PMINDU�ES,INC. �MG.�S�-SM� .'o -RESISTANT ALUMINUM TUBE MULLIONS h, IMPACT 2 2 X 4 X.25 MULL SPECS E r NA 'N/A 6300JR 16�26 .- ft � n P—C, `6sOWSKI —k`191170Z 'GES THIS SHEET. LE 13A to,iialaig "ART W�"P.-dm -x9m) A, ..bw Holobt (for NNI-) le 0 1, 1 WIN 1001, in Ii 140M 100bl 2x6x" .ts,No, �dm TrivTionc. �w 1�00 TJNIT� peov Jawea Taxfllft� F^A.F" Loaders L-ft T.Driel"Il M., "Do" ea LaNiong "Ne's TJapFiM% �w �m' III fi 11 J141 all 11 1111 if I 'A 1! 4.1 11 R 11 11111 H 11 11 mm an in. I IDS 1".01 7" m INA No Ina ADD me Ase TIA 51. 710 0 INA Mi MI IN. 120 Ina Me 17H IM VIA Sh Ina :m :me IM :Too at a;-- via, No Imol ae, Imel w Ina tem 170.0 vu Ina wo INA 11 'Xo�oaj Ina INA INA W w INA 14171 INA DID IND 1700 Ina DAD I INA M I no I AN INA 2207 70,01 Me 51,25" 22 7" ]MIG W 170.0 No INA .11 1700 INA Ina AN IN. Ila 1.01 TV 17U IN15 17U 1 747 INA 09411710 IN Ina JIM 1704 No 1170A 20C 1 INA I No 1110 DNJI INA M me, INA -79T _ INS 912 Ina W Ina AM - 170.0 11% INA M Ina 1273 Ina m INA " time at, at? 1.0 15" 1.0 No I INA 1913 17U all 11744 Mae In: "a' AM AM INA 'no DIN 1710 01 -;7 77FO �X-o im INA Itza jims No, EL Im Ins ADD mo u'? Inc AN, mo iw InG m INLQ ITT Ina _LM 1730 Via 17 1. me 209 In' :0 Im! "A"' Ro 2613 ITD Im Obt 170M Me 'NO 7. INA ilia Ina As, INA 13Q 'm AM Ina [12- 1. mo '015 I= Im Inc Im in. Iss; I a 1122 INA, 2231 170A Jim Ims m INA III 'NA ZIN. �Tas .11L 6 aa� 014 4 Ito I� 1 110 M Ina 1. Ins Iama ROD JIM Ina IRA MO late 1740 1210 INA VW INA IM INA 21117 INA '.A UAD me 'Mo 311, INA CAT .0 Toe, Inc Ne, ilia In Ina Im INA Im inal IM Ins Jim Ina im INA wo 1710 1913 IM 1315 Ina DO Ina 1387 Ina M Ina JIM 170.0 2211 '-a 1 .. 1529 tmo MAN 1710 low 17" in Ims 07 INA 13I011MAJIM11".01 moll?. Joe Ilas 1794 I?D* Im INA .1. INA 1421 INA U13 In. 1.5 IND Mail 170.0 NZJI INA IMID Ins im me out Into 'm a Tell in " .... I no w '"a IV' .... IT as 'A "'M 1704 IN2 INA INA ING ZMZ 170.0 194 -im 19.0 2302 Gas JIM, S700 Via IND IM INA =3 INA IM JIMA INA Wall %70.0 tM wl, -;;;� 7m- Tw- Tme I- !Lm !!Ll! ju I a a% mo im-, 77o-o INA maw ima late I-- D,!j Ina VIA Im. M13 me m "A.5 341. 'Too mf ealn INA 1417 INA I= INA Ina INA JIM 17U 25R INA I= INA m IN. m tao MAD Ina 2339 137.1 JIM 1616 DIN Ina MIS loot VO Koh 7�lom ITEilum u-. 1-1 To.: IRA 255a) no Darro INA m Ins 1 mi lea, vat leis moo Ina Vel JUDI --- 2251 - 1059 M Ua- k I ,TeD T.. a. I IM0 no 14U Vas INA 21211 INA 21U 191. = '=I=' MADA I 2ND 'JIL4 22,s . 121. AD 2T VA 1154 I I 21. is . IM3 20JI, 10 no to A. ml '.' DAN, Dout i't, Ilia me C272 1. IMI 11111 Ifle zVD 908 -W,-- 1 771 me Me I= .. VA 222 CIA 1.0 low 141 M IW 1.1 .... ... a] 'w 1 a I I I. Do' U How. P jimcf,wCappmulares, w1t0IM- 501��. .14=- 1 ' I I= 11.�. I ... �,N' ... �- me) I --- -m 2' D-is, ei� A' a., �'Jr I�e -3rl-. -.0 -.M- 2� -... 1. !..r JAN. M. AID. .. I .. -T4Fw -wn-� -Tm-ft- .11. . . .. 3231ft No. W. No. Ne"'A %DW W& a �t- a V%- Mh (DO. I.. -w.." D. 1 -1w WA all" I- - A p MOM 1. 11"A. w lw�u To- Ileft No aw. was I'm. i�pm - I-- MR. 170. - I'M" - 13N. -ZF-- in.. -k- Mo. -F Iffialb Zim- i ip "Now NA WA Ion.' ]OA '-a MA M A AN Sax %W WON- -WA- W, WA RA A WA RA -A W. WA A WA U30" -WA 1A =m. WA WA RA A W� WA Doe. w Imes -To ista -m. - -TM- Me. um-E-7irw- As ufa� No. NA NA Is WACIT(TMI.E. NOTE' FOR THEOFFSET CUP. USETHE-� ANCHOR PATTER- MUANCHOR �01 I IF� ASTIBESTANDARD CUP. �U, NOTES. MURC 1: FIGURE I FIGURES FIGURE 4; FIHO�A� I'MURS 0: FWRE M� FIGUREll: 1) SEE SHEET I FOR NSMUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENEML INSTALLATION MEIIHOGS. 2) MEAR WERPEIATION BETWEEN MULI- LENGTHS M� OPENING M71H3 IS ALLOWABLE 3)MIALUO MDMUWONMPSSHOM�NOT��D�S�M,SM�MS �TOMD�INTHEFI�FO�OWMGDIM��MCTMS��W NO 21-21.11,01. FQIJRE&' 0: RGINtEl'. SHEETS 21-n. FICIURES SHOW SUGGESTED, APPRJV(1eAATE ROLE WMTONS CUP 4) SUBSITeATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND Gfk�-Ru-Ef) (F*URW CONCRETE BLOCK UNIT (CMU) S � CONFORM TO ASTM "g. WOW SRVJU. BE PRSSSUFE�TREATED 5-7) yELLDW COUTIfERN PINE WITH AN EIG OF 0.55. ALUMINUM S�L BE �75 kND BE A MWIMUM OF.12w MOT "" USEDIN �MS�STUMTOBEAMNIMUMG�EMMO.��l�(18�ME).STR�S�M xa-xl PANA EAT�T.125-TH�MD�S.�M�RSIMOLIU�S��AT�T3SCREAJ AUUJON 5' F] I BTH�SSVMO��NR�OIC&212MC��IWOWWD�YMSTEMI"&EOR410S,S. PRODUCT REVISED ..My,.1M ILA. Flaricl. A NOA,R� 17-0630.01 lot. 05126M021 Do, :" N0.611705 FL 144 MIAMI. 0 ... dW TIPIN. Oplawalmm WS 7M CIL, mi. ISPHA UCh IAO. Im. P,aar L'A&C R."MDAtA' S" PSdC,C T'AATCSM T'�� LSPAMC NAAwCp,A, a,a, �CMA,o �N 3�1. 'WIT'n -,v SPASM. I'S" Lamch, R� Pa RWICM� U�, I TraTla, R9MMaA, I T AS, '7 I-IM T7n RAcbAlp&I UPAM X.12rxum T.be M." 1 91 a 1 11 n 111 [Rm" JU 11 t u ..- L a. 41C JMG =9 414 Cal CaS 1�11 411 MI M 1341 411 Mi BA ICAI 411 Cal US 1341 All .1a 1.1 411 4al 5M Mi 411 1010 Tal ..1 .0 -A = M4 AM $1.4 317 ML? 40 MI 313 43 76C 314 403 AM MO 314 XS 40 Ma 314 302 AM AM MA 314 "C"I" 22- n! m Ma 71.1 la Pm ','a M., 2M a 17a. MI .5 MI "m -!!-I .. -a a'. A, Z, .a 7� . 64,2 2 APS .1. C71 .7 2M .4 _!H_ M _E..2_ .1 W. 31. W AS APS PAP a MP MO -Z- 4al -M-2- Va -Z- 2A.2 510 MI 20 212 310 4%1 PAC SCSI MI I 2M 41 2PC Z 214 1 PM ACT ACT Z. - - 1W 2 -177 2" WI M0 U9 =I 31. 7y Ca. 0 -m. 7 7 PaS -iMll- a LiT2 -ga-51 I P, 2 N.2 Saw 42? .a. 2M M., Im a CIA ,1 lat .1 a III) PPCI MI Im M.4 M. - 2PA 2C. aa. 1 . "a 1. -1W7- ICI aCC 1. 1.4 1. PS., Cl, aia 2" W., in ISS. I I_LM I IPS 2,3 213 Pa 7 "7 - 169 M.- PIP 1. 720 283 Ii.-NIC vis— '73 27 -L-- IM W1 41 1 ITS Cal 147 10.9 10. _L 'A' �Em I 7m- li's a, &1 10 17.5 1. I PTYASaI I Mai A.- I m L i4aim TABLE NOT M-' I) SEE SHEET I MR INSTRUCTIONS ON WING THE TABLES AND SHIEST Z FOR INFORMATION ON LCACtNG. SEE SHEETS 24 FOR GENERI NST�TION METHODS- 2) UbMM INTERPOPATION BETWEEN MUL. LENGTH$ ANDACR OPENING WIDTHS 15 ALOWABLIE FIGURE 1: 3) MULLION MD MUUUON CUP$ SHOWN ARE NOT TO SME. FOR �CF UMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILUED IN �E FIELD FOLLOWING DICIENVONAL RESITRJORONS SHOWN ON SHEETS 21-IM ROURED SHOW SUGGESTED. APPRO)UMATE HOLE LOCATION& MG,jE alp MUST BE USED IN PNRS. 4) SUBSTRAMS: CONCRETE SHAUL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROLR`-FF.LED CONOPUFFE BLOCK UNIT (CMU) SH,NLI. CONFOW To ASTM �90. WOOD SHA.1. BE PMSURE�T�TSD YEULOWSOUFNE�RNPINEW I MSGOFO.56.&UMINUMS�LBEW6&�MDOEAkUNIMUM OF.12Y THICK. STEELSTUDS TO BEA MINIMUM GRI 33 ANU.04T THICK (18 GAUGE). STRUCTUR� STEELTO BEAT UEMT.12V THICK MUMS. AU-MCHORS INTO METAL SHAU. �TENDATLEAST3 SCREW THREADS S�OND THE MATER� CHO & #12 ANCHORS INTO WOOD MAY DESTEEL IM S.S, M410 B.S. MAYBEUSEDTOQUAUFY IOR OPTIONS FROM THE U A I 111 PRODUCT REVISED Cal", WIM Ul. F1.6d. R.... - - 17-0630.01 EPPImUan DatiP OW26/2021 ft ]MILE No, 6SMS w I mp m S-1 a IV I Z-11;0 e*10 p p p DO l gl� g I Elm �jg g gI§IgIg 1 1 1 1 a m g 2 FIDI—ft— u e ij� r V u n altInIs �JEJR m I I I I I I av a T 0., 2 5 giff 4 I'M n g u Ala glilsli.It q 6 t yo D. gi g &IV- gIlIgIll.. E 6 gIm- zl-�) I 9 1 a 2 F el; �,Rug T�7- oisn8 0 Ig all gIglaIjI=9 a �M-) R 0- 3-� HUM% g 'M E 2 a R in g�tu- !M 2 R M�, 0 0 UH ffl� 0. �w -. :- p- I 1**lA* - Olt 0 g1gl6ji-I p 0 8N9F a g 5 l EIRIBlaig g Rig 4 Fri. It NINENP-121t. t Iv �IAIF E alilp 2 g I R 10 8 p C. s M> MORO M 6c � 9 90 � A9 P3 A m 20 ... ........ 0 p -3 C CGPYA;G�CM17 PGTINDU�ES.M. �MG��R�D r x -RESISTAN IMPACT ALUMINUM TUBE MILLIONS 'g, 30 DEGREE BAY MULL SPECS 0 Nq m N/A l�NIA 6 1 o2 300JR I'S p n m 'USOWSKI r C JR 68/29M I =T 'j'R63OWSrJ 1'06/19117 PMCHANC� JEISSHErT > m m o Fn m NZ EJ SSE m m b 41�1-v glE 6 R g =,m. ��) 0-m c 9 Ow Z ZOE x z g E 9 9 Ell E 0 E 1, M. R,�. 0 p E 0 02 0 E NOAH% E g 31! 0 6 3 T4 =ji 0 5 0 X0 B 0 a 9 Ell s E 31gla 050� 4z >C r z go 20 X a z k��W,�E 00 ff 1.0 0. z 0 in N E; tip S C�� =!md� E I R Nks it i A i A 6 A 2 5 *Isig SIR gINIKI 0 E 0 — — — z 0 �9*q�Ffim,q g.j.> & MIX E 0 -T--7 Ws� M. I m on p- � II .. . ..... ��INDUSTMWJM. AU-WG��S� MPAC�-RESJSTANTALUMINUM TUBE MULLIONS 45 DEGREE BAY MULL SPECS ij !'NIA Ma 0 NIA 6300JR 2012,' C No"SOWSKI 0 29111 c �n "I T9bsOWSKI —0611Qf17rrO;'-' THIS THISSHPET GES SMEET H �M �FA�`�A 125- 2.75T 112, 3.188' 2,7 zow 2.CW 26F 26' M0 �37� 6j L _272 — -T UUWON J-XSjWXS�MUWON I.WX11wx�wl-LION I.Krx.125-MUMOR I'XrX.375-MUU.ION I-XZTYX.37vMUI-1.ION 1-X2.7VXaW 8WITBALUN, 605�TOALUM BOM-T6 ALUM 6W�To AWN. 605�76A-Ukf. X-SEGTKIN X�SECTIONI X.SECTION x4IECTION X-SEMON X�SECTION ri T 2.11 ON N CUTHEAFTO -CREATD�UP.SEE MIN. STA1F S 4 .37Y 0065,T6 ALUM. CENTER OF ANCHOR HOUR MUST US TOF.GV' -MHN THE DMHEE SCJUE)AY. SEE SHEDS &17 FOR THS ANCHOR OC. DI STANCE. MA)UMUM ANCHOR HOVE OUMMETER, ANCHOR DIAMETER - 1116'. 3,w MIN OFFSET CUP 606�TGALUM. TO� .12r 3� It4l IR --i 33I?MN. A I U-CLIP eoa.�ALUMI To"JEW ZHOLE MUSTLE THE El N TH k L= SOUNEARY. SEE SHEIETSS�17FORTHE ANCIHIOR OC. DISTANM MAIGIUM M ANCHORHOM DMANDMR:ANCHOR DIAMETER - 19W. I.K. . OSII�Ta ALUM 2', M'N I-- 2x UP ib 6063-TOALUM. ZO TOPMEW �HEDSOUN. SEES'�ESTE'J�F. E mull C"In"d-n (ahoeta) PGTPSFtV MWtI.n Star CIIPTO-r--tt lip ULOI]p A.Ul. ClIP1 1' X Z' X.12V (5) 6M 66SI13M M1118M 666243M 666511M v x 2- X.375-(6) 66M 668114M 16(01M MU44M BMIZM V X 2.717 X.3713' (7) 6%07 666116M 66SIMM 6M45M 6WS13M I'X2.75'X.MU'(8) V3111 65111121UI 61124111 61014M VXM�X.W(9) 6Bw7M �MIJIJIM 1 JoMff � Ji4M :113M 6M42M M15M 1,26- X3.TW X,26W (121 IM Ml' 7M W6241M 6BU16M J.26-XZjj'X.jW(IB) 69370 WA 666517M NOTES: 1) HOLM TO BE DRIUM IN THE FIEW FOLLOWING DIMENSIONAL RMTRICTIONS GNEN ON THIS SHEIST. 2)SEE SHEETS", 12& 18 FOR smciw�. LOCUTIONS & ANCHOR 0,C, INSTANCE. 3) SEE SHEDS 24 FOR GENEFUUL INSTALLATION M�OOS TA13LE A rumandon Value (in) ForMullion: A l.W5 V Xr X.125' Ptronunt Tube Motion 2.(3541 c im D — 0.740 —F4.4 - X2. X 1 '376 AJmu= Tub� Motion c —M-65-5 D — 0.490 A 1.875 I'X2.7V'X .37SAlurrin Tuao Muni. A 1.312 V X2.77 -OW AIUMMM B 3.000 c 0.476 D &Eae M.11ton A 2.000 Alm c *0v 0 Tuloa Mul 1, J37 1 111 A 2.625 1.2&x3.IW B c 882 X.28Y A. TUI:a Mull 1�WX2.11' A 1.813 .121- Alm TUI,a mot PRODUCM MVISED as coe" BWldl.gp 191—ld. no".. 17-0630.01 * :- No. 5A7SS I.WX3�X.IOW 11vX"vX=4` maim MMUOR 6005�T" Aum. 6005�TSAUUX X.SliOnON X��om I�X4'XM� lu�`ffi AUXK X41ECTON 31- 624 J.wX1p4-Xmc muL.1014 soi ALUM. X4E"ON .74V - 8TMOMO CU T-- A11J. 2.12Y LLOUP 2,m. GLECLIP L-sE. UNUP + ]WHILI L O"O"'B�UM .126. X SECTION Y.SGMON AMF CENREROFANCHOR ROM IAWT MWITHIN YHE 01 I'm e 37v .11�-- cm MIN. -DET F11 A-wANCHORHOLE�LIE . .1 GASHED R�y SEE SAEJ!7111�11FOIRTHEANCHORO.Q DMETERANCHORDMETER�IMW. .376- 25 J"� 1.87r m W.. ,_I V3� W,,w LJO 4 30-RAYM1.11-11ON Sol= L - --------- W, X407RON 1 i-.Ssi -4 .14w--ILLI NOTES: j) HOLES To BE GRILLED IN THE FIELD FOLLOWING DIMMS10NAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10. 11. 13�15. 10 & M FOR SUGGESTEELAPPRO)"TE ROLE LOCATIONS. 3) SEE SHEETS 24 FOR eENERpL INST�TION �ODS. �;�rp,sa 7� .37� ,Lum. TOMEW TopVEW TARI P r. OFFSZT� 0001TO &uIJ. TO?VsW — -KUr ANCHORHOM r --------- ----------- .u.T.Rau'HIN ImmiRw SOUNDARY.i5EF SHEETS 10�1T FORTIAE MCHOROG. OJSrANCE. IAA)amum ANCHORHOLE �HOR L -------------------- OMETER - Mr. TARR Fr. r.nNIT Onnonslon Value (in) For Mullion: I War.. im Value (m) Far F a OMI 1,59 I-x,rx 12V manuiparn 'NIq Mallon F 0 1pU 0.500 "a"eure � 1111an H —1 No -T-W—D H 1 IAW 3.250 F 11V I'X�X xw Alurnlraun Taaaa-r IF G Z025 --r12-5 12WX3.94- X.— Adunaai Rau musse, G H I 0.79 -14-W— Icoo H 1 -F-Mb 310— F G ZZO 47M I.WXUV X.1v �. Talre Wien F -TO-13 3W Bar MO F U875 4V Say Mul 1.1501 250 ALUM 199111 BY PRODUCT REVISED .. ..area&y. velth tle, Floadd. BulIdlr,, . mlal-fl*e 041, OW2612021 By PGTP.df wIllon sell. 00 Offamiclip "ll, �Rngb Clip rXeX.Mroo) mw 638111M =11UNI 68(2411A BUNIRIA WIHO marm mimm ism" 90—om L�XJVX,107(13) tWXaZ'X.(ZWR4) caurul ZR�12 20161=111 mIIw W1101A GUAMSIA saillm NOI124M NOI121M NU410M "Millel ORPRI'm uss5II19 GG5311614 20,62 68slIVIA WIIM 04424114 bse!4714 ease, NA MA MA 5"511cm 45 legae. (20) false WA WA WA 66851111A air N. S&70 M.I=Bdo. I PGTP.46 mullion I M. C p HIP E BM I k-1-12 I 1 ; I 21M P4'X,25'(Ie)l X-6-X.W (17)1 66E04 I �STAN MDCLIP M �Ulk SM-%mllM=K--,I NOT�'. .12T DIMENSION��](YR�SGLWNON�ISSHKI- 2) � �US 1�17 FOR SUIXI�, APPRQ�M jw)� LocokmQNII. 1.41�—J 3) � �MS 24 FOR GQN� MT�VON METHOM 5.W wilViEm 3.W .nw 27V .1. MIN. rX4'XaV MULUON O�Tfi�um X�EC11011 rxo-x�' M�w M�VS.. X�710� S- I ir -------- I --- -- -------- -T &4 L7------- --- I -- --------- v I — "T��O-P ....IWSTUE 6(�W�UK Z=-.-l.BwmARY.� T�� GHMSIII-VFOR�M�D.C. nlnmcE�Wmc�w� �ITFZVP. �DUA .37T .37Y 7 Ii I. ".. rr I f MIN. r.— -------- -- ... ........ I I - STAN�CLW �maum TOP VIM .12F U�Lv llw�TB �m 2,125- s F.12� L x- u 4i 1.375- �LIP 6W�TIIAUM. USED FOR r X V MtJLII0N,§hM J7 �pvl� =SANGLIScui, sw�u�u. ml� MANOISO-W �Teau?A T� �n PRODUCT REVISED ...... I&S, im � R.Iri" 17-0630.01 Expi,.Ii =W2 OV LyAF1v T 4u ........... ()AfAL e A. L41W M10" P.E. FL P.E.9 587M MMPLE 1, SINGLE VERTICAL MULLION ,SEE 1�11. '5 la� -- - Al SEE Deru. SH'Sim 2� CpGMNGwDyH E)IAMPUl Z' MULTIPLE MULLIONS ME BUILDINGSUBSTRATE IS MOWN TO BE WOOD ON ALI. FOUR SIDES. ME WINDOINFRAME DEPTH IS2-1W.THE OPEMWG REQUIRMADEMN PRESSURE OF PER I)tNff�Y�UMWGT�TAI-WIDEMUICNISSUrM�.THEMUUION�NG�lS�MD�EOPENINOWD�M32%=#I"W.RUMENCINGSH�25,�ECMUMNU�G RECTMCULAR 1-001SING MUST BE USEEL SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTME WINDOW FRAME DEPTH OF2-1WANDWII-LMEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -800-004 FSP. IF ME TABLE DOES NOT SHOWIIHE � SU:E. USETHE NEXT LARGER SMEAWkILAM.E. FROMTABUS 3A. SHIEST 7. ME I'XZ7W X 375' MULLION (LENGTH - 72. OPENING WDW -701 MEETS ME DEFMI REQUIRED, NOT BE SUITABLE FOR THIS APPLICATION, IS -1,58.3 PSF AND WCULD MOM TABUE � SHEET 8. ME 1- X 2.7W X.650- MULLION (LENGTH - n'. OPENING WIDTH - 70-) HAS A DESIGN PRESSURE OF �PW PSFWI�ICH EXCEEDS ME REQUIREMENTS FOR WE OPENING MO MAY BE USED IN THIS APPLICATION. NOTE THE MCNOR CAPACITY REQUIRED OF 636 LOS. 2) USE TABLE 48 TO FIND ME ANCHOR TYPS. ANCHOR COMITY IWO CLIP TYPEREQUIRED FOR ME MOD SUBSTRATE. DOW ME SIANWOCUPWITH(4)012MCHORSANOTHEM ANGLE CLIPS WITIA (4) #12 MCHORS HAW A CAPACITY OPIERS LBS.MOUGH EIMERONE COULD BE USED, ME STANDAR)CUP ISEASIERTO MIALL. 3) � N-THE DESIGN PMSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTE11. ME UGWOER DESIGN PRESOURE. OF WUUI WILL APPLYTO ME 01CRALL ASSEMBLY. FINAL. DESIGN PRESSURE REQUIRES THATTHE BOTH ME MULLION AND ME FENESTRATION PRCDuCrBE INSTALLED IN ACCORDANCEIMTH WE IN��TIONSPMRCATIONSI�RMPEM�SUBS�WS�FERE��rOMPRODUMTOMUWON. INWIS ��UE, ME DESIGN PRESSURE REQUIRED WAS .100.0 PSF.WE OWRAUL MULLION SYSTEM WAS DERAMINEDTO SO M7 FSFIEff'M AN ANCHOR CAPACITYOF IMAUBS. �TERNADVEI-Y, ME ANCHOR CAPACOYADJUSTMENT FORMULACCLILD HA� BEEN USED TO CALCULATE WE MCHORCAPWff REQUIRED FORMS EXACT DESIGN PRESSURE OF ED PSF; (6OPSF)X ( MILES M _F -- . 524,91113 (MAYBE USED TO QUALIFY# 10STEELISMEMS MO.MTASLE4B) 27111) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES MOUSES A CONCRETE HEADER AND Sll-L. ME WINDOWMAMEDEPTH 15 2-318'. ME OPENING REQUIRES A DESIGN PROSSURIE CP 160.�5.0 PW. FORWS�RnCALMULLION, 1) 310HALLY ASSUMING THAT A 1- WIDE MULUON IS SUITANI-E, ME MULLION LENGTH IS 3�7�11'-1 05- AND ME OPENING WIDW IS W-W+l' -7r. REFEIRENCING SHEET 25, ME COLUMN USING RECTANGULAR WADING SHALL BE USED. SCAN ME MULUON TABLES FOR A MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH Of Z� AND WILL MEET OR EXCEED ME REQUIRED DESIGN FRESSUHE OF +50.01,65.0 PER IF ME TABLE DOES NOT SHOW ME MCT SM USE ME NW LARGER Wa A%%1ABI-EL FROM TABILE 3A, SHEET 7. ME 1- X 2,75- X.371P MULLION (LENGTH 106'. OPENING WIDTH = 601 WETS THE DEPTH REQUIRED, H�ER THE DESM PRESSURE IS +XI5.1 PSF AND WDUUO NOT BE SUITABLE FOR MIS APPUCKTIOM FROM TABLE 12A SHEET 16. ME ? X 4- X 450- MULLION (I-ENGM 108'. OPENING WIDTH - Wj HAS A DESIGN PRESSURE OF -I-EHI.7 POP MICH aCEEDS ME REQUIREMENTE FOR ME OPENING MD MAY BE USED IN THIS APPUCATION. NOTE THE MCHOR CAPACITY REQUIRED OF 971 M. IT 13 HOW MOWN THATTHS MULLION � ADD 2- TO WE WIDTH 01 MULUED UNIT. ME ADJUSTED OPENING WIDTH IS 3W-IGv-2-.7e' NOT 73-AS PRIEVIOUSLY 16 1A Lx g-ji MODUC ASSUMED. WRIFY THAT ME DESIGN PRESSURE IS 811U.APPLICARLE FOR WE ADJUSTED OPENING, A.TERNATIYELY, THE WINDCANWIDWS MY BE REDUCED TO ME 73- DIMENSION PRODUCT REVISED r 2)USE TABLE 128 TO FIND ME MCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS �PLE,MwAZWE POURED NO�N� 17-0630.01 YEN CONCREIrE HEADERANO SELLARS W WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN ME r. CARE MUST BE TMENTO WINTAWME FASTENERS EDGE DISTANCE. .uU-ION USING ME SIFMUARO CLIP WITH (6) SAW ULTR�ONI ANCHORBATAN EDGE DISTANCE OF 2-In' GI)AISANMCHOR CAPACRYOF 1050 LOS WHICH IS GREAMR,AND �Pl.fl— D.t. 0512612021 LENM OHENNG J DETAILS. MILE, SKOET3 WERIEFORESUITABI-E. FORTHEREQUIREDANCHORCAPACITYOF971 LOS. FORTHEHORIZONTALMUU-IONS: NESEUT F. MCAUSE�E�RTI�MUUNLLBEA2'X4'X.230-MULL10N,tN�M5�MPiE�WLLWAT�MEHOWOW�mD�RTI�MUWONS,��MVELY.M�SIR Hom MULLION TYPE COULD BE CliOSION. HTHE MUUJON LENGM IS WAND THE OPENING HEIGHT IS REFERENCINGUSHEET 25. ME COU.MN USINGWAPESIORVILIUMANGULAR LOADING MAYBE 0 USED. FROMTADUE II SHRIST 1ILM5 2'X4' X.260- MULLION IQ LENGTH - 42', OPENING HEIGHT- 1201 HASA DESIGN PRESSURE OF-MIRLO PSFMICH ZXCIESIDSWE IS REQUIREMENTSFORT85OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CARACITYREQUIRIED OF 621 Uss. SEE . 2) USETABLE IM TO FIND THEANCHOR TYPE, ANCHOR OUANTITY AND CUPTYPE REWIRED FOR THE CMU SUBSTRATE. OMIS �UE,AssUME ME MU �w ME w d -4 WIDE IF ME MULLION CUP WISRETO BE CENTERED WIMIN ME 8'. CARE MUST BE TAMN TO MAINTAIN ME FASTENERS EOCE DISTANCE. USINSTH9 MANGLE CL-IPS WITH K (4) 311T ULMAGONANCHORS ATM EDGE DISTANCE OF V GI�Sl AN ANCHOR �ACJIN OF 640 UBSWUICR IS GREiiR. AND THEREFORE SUITABLE, FORMS REQUIRED ........ 4) FORTHE UZUP IN ME HORJZONTAJ� MULLION TO VERTICA]. MaUCN. USE ME SAMEANCHORC&RACITY OF 621 USS.7ABUE 128 FORMS u.cLiPESHO"WE ANCHOR CAPACITYIS 1074 LBS WHEN USING 3 ANCHORS, MICH IS GREATER, MDWEREFORE SUITABL.E. FORTHE REQUIRED RECUIREMENT OF 521 M. WE ANCHOR TYPE IS A012 STEEL -SCREW, FROM THEABO%IlE S15PS. OUR MULUON DESIGN PRESSURE IS: .1�1 FEW FROM THEVE"CA-MUILION: .1-170.0 PSF FROM ME 3F HORVOWAL MULUON OUTACIIING70 CND); +1.170.0 PEP MOM WEST HORWNTAL MULLION ATTACHINGTO WE \SRTIGAL. MILLION (INTIERSECTION). THE LOWEEST DMIGN PRESSURE IS �"4.7 PEP AND WOULD APPLYTO ALLOFTIHE MUWONS, WRIFYTHE DESIGN PRESSURE OFW2 FENUSMATION PRODUCTS USEDWITH THIS MULLION SYSUBM.THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATTON PRODUCTS, WILL APPLY TOTHE OVERA-LASSEMBLY. FINAI- DESIGN PRESSURE REQUIRIESMAT ME BOTH WE MULILIONAND ME FENIESTTATIONPRODUCT BE INUALUED IN ACCORDANCE WMWE INSTALLATION SPECIFICATIONS INTO RESPEGUYIESUBSTFIATIES AND FENESTRATION PRODUCTS TO MILLION * :: N.. 587,, �LESOFREMMGUI-ARLOADINGI — a K- : willog gg LOADING OF �TICAI- MUW0N SILLOFNNOOMNOTANCHORED no LOADING OF VERTIDAL -ULUON SLLOFMDOMNOTMOORED I. LOADlN�GFWRTK:ALMUU.K)N PANC- OF HINGED DOOR IS NOT C�TURED ORANCHORED I rdol LOAD(NGOFHOMZONTALMUWON E~LES OF TWEZOIDAUTRiANGuLAR LOADING. "Am I I Apmm- yj WE0', 'A LOA,DINO OF HORIZONTAL MULLION LOADING OF HOR2ONTA. MULLION OF LOADlNGOFVSRTIDX MULLION LQADINGOFVERTIDALMUUJON W@ I PRODUCT 1113NFISED complghT, edth the Rankle Building a o OZ, 117�0630.01 h. Ex&.U.. D.w 0512612021 LOAVINGOF R ON It'.. - �-d=- ..... MU N NOTES. 1)oRAwlNc;sARE FUERES8,ITATlONSOFWpiDAJ- CONFIGURATIONS. CONFIGURATIONSNOTSHO" MAY BE EXTR&POWED MOM THOSE SHOM. 2) IF THE LOADING ME MNOT BEDETERMINED.USE RECTAINGUI-ARLOADING. 3) SEE PRODUCTS -APPROVAL FOR He. M706 ACTUALANCHORI-6CATLONS. A I . z LOADING OF HORMONTAL yl JAUE�t. P.E. MULLION X"FLl.E#WOS SCANNED BY MIAMI- St. Lucip I-ounty 0 M DA MDE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO, NUAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 FILE COPX... 4--tL-lea ,J) , ,� C9 <—<— SCOPE: I 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 "S11-600" Aluminum Single Hung Nyindow - N.L APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 09/21/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Hami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. TMSSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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. '17ERME'iATTON of this NOA will occur after die 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 -svords Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0714.05 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.07 ExpiratiouDate: January26,2021 110) Iq ApproyalDate: Novernber30,2017 Page I PGT Industries, ]Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DPAWINGS 1. Manufacturer's die drawings and sections. (Smbinitted under NOA's No. 06-1211.07 aj�d 054928.03) 2. Drawing No. 4032-20, titled "'Alum. Sirigle Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 09/21/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal"' spacer systern, Super SpacerO NXTrM spacer system and XL Edge'rm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NOA 916-0714.05) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA #06-12IL07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window w/integral. fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. YM4959, dated 07/19105, signed and sealed by Eduardo Largaespada,P.E. (Submitted under NOA#05-0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #05-0928.03) maniel P E. L Product Control *Piner NOA No. 17-0630.07 Expiration Date: January 26,2021 Approval Date: November 30,2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNE[TTED B. TESTS (CONTINUED) 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL4657, dated 07/08/05, signed and scaled by Eduardo Largaespada, P.E. (Submitted under NOA #0.5-0105. 01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07/05, signed and scaled by Eduardo Largaespada, P.E. (Submitted under NOA #05-0105. 01) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and scaled by Eduardo Largaespada,P.E. (Submitted under NOA#05-0928.03) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ' :0 Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3 603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #05-0105. 0.1) 9. Test reports on: 1) Air Infiltration Test� per F13C, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" ann. & 1/16" ann IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada,P.E. (Submitted underNOA #05-0105.01) Manuel Pe 7, P.E. Product Control iner NOA No. I - 30.07 ExpirationDate: January26,2021 ApprovalDate: Novembez-30,2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVEDENCE SUBrvHTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC V Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dadc Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATENIENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 16-0714.05) 1�81"IrWGR 1. Notice of Acceptance No. 16-0714.05, issued to PGT Industries, Inc. for their Series "SH-600" Aluminum Single Hung Window - N.I., approved on 08/18/16 and expiring on 01/26/21. -F- P a iner xa ';x F I �Rn Product Conut;o 0. NOA No. 30.07 Expiration Date: January 26,2021 Approval Date: November 30,2017 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3116' ANNEALED GLASS B. 3116- TEMPERED GLASS C. 114' ANNEALED GLASS D. 114-TEMPERED GL�SS E. 13/16' I.G,, 118'ANN2ALEV OUTBOARD, AIR SPACE, UWANNEALED INBOARD F. 13116'1.G.. 118'TEMPERED OUTBOARD. AIR SPACE, 118' TEMPERED INBOARD G. 13116* I.G., 3fI6' ANNEALED OUTBOARD, AIR SPACE, 3/16� ANNEALED INBOARD H. 13/16- I.G., 3116- TEMPERED OUTBOARD, MR SPACE, 3116- TEMPERED INBOARD 1. 13116- I.G.. 3116- ANNEALED OUTBOARD, AIR SPACE, 1M' ANNEALED INBOARD J. 13/16' I.G., 3116- TEMPERED OUTBOARD. AIR SPACE, 118- TEMPER90 INBOARD 2. CONFIGURATIONS: 'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH S. A. NEGATIVE DESIGN LOADS SAS ED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13D). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI�DADE COUNTY, D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO 4. ANCHORAGE: THE 33 V3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN VIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4653. FTL4654, FTL4655, FTL-4656. FTI-4657. FTL-4658, FTL4886 AND FTL-4959. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Material Min. F. Min. F, Steel Scum =ksi 120 lost Elco UIImCon9 410 SS Elc. CmIeFlwS 155 kal 127.4 kal 177 kal 189.7 ks! 6063-TS Aluminum 16 kal 22 kal A36 Steel 38 k9l 58 ks! Or. 33 Steel Stud 33 ksi 45 kal CERT. OF AMR 0=6 I NTSI 1 -14 CODES I STANDARDS USED: :20 �7 FLM :DABU 0 CODE jFBC). 6TH EDITION 20 4FLMDABU:L ING UDNGCODE FBC),STHEOffiON :ANSV�&PANDS-2016FOF,W000co�TRU�'C'N ALUMINUM DESIGN MANIJj -AISI SI 0-12 -NSC36NIO NOA DRAWING MAP SHEET GENERAL NOTES ............. I GI-AZING DETAILS ............ 2 DESIGN PRESSURES 3�5 ELEVATIONS ..................... 6 VERT. SECTIONS ............. 7 HORIZ. SECTIONS ............ 7 PARTS LIST ....................... 8 CORNER DETAIL .............. 9 EXTRUSIONS .................... EL9 ANCHORAGE .................... 10-1 No. II L2f 47) 71-74 56 THRU 9' 3116" MONOLITHIC GLASS ' 1 OR 47 W, BITE ) GLASS in- Nom. GLASS BITE "S' OR 3116' ANNEALED OR TEMPERED GLASS AIR SPACE Ila. OR 3116' ANNEALED OR TEMPERED GLASS L3116 13/16" INSULATED GLASS CERTOFAUTK*29� <�] EXTERIOR INTERIOR* (ALL SECTIONS) V2' NOM. GLASS BITE r 7 "774 ON. 1�1�1 A Edp Spear 4--L REFERENCE T5SI HICFUKTU:F I L�flf.U�&WIV [--,/4' ANNEALED OR TEMPERED GLASS 1/4"MONOUTHIC GLASS HOT�ELT B� STRUCT� 51.12, wi 6. NOM. ,'UT 'I'tFf DESIC4WIT XT. GLNSS� KODISPACE SUPER 8 4SG TPS SPACER�N)Cr- ODURASEAL0 s XL EDGE� SPACER SPACER Full 1 2 - 14 r�--4032-20 NO.58705 . . . 9 6 g q IQ q g 1 ;Q IS lu 7 17 q .9 R q z z 0 L3 0 + + LU IL + T LLI C9 z T T z 0 g T U) 0 LLI LU cc 0 CL z lo ;c UJ -0 0 . . . 0 (L �7w�OT M90 O�Hown 0.9 �g �x . Z906 alz < 3:zormiz, + w w 0 Sm �90 0 < 10 m �� q -T:! I P I -I q I q 1 0 1 1p 19 9 9 + . . . . . . . . . . . . . ... . . . . . . q 7 R 9 q q q o q q + . . . . . . . . . . . . T . . . . . T I w+ - — — — — — — q 0 9 9 T T + + + . . . . + + o? T P 9 9 9 Q R . . . . . . + g g g g C� C� C� + + + T + + + q c q q Q Q6 9 0 0 19 JQJ.I,� o Q 8 . . . 9 6 + + + + . . . + + + + + + + 0 9 8 ,� 18 . I I I + -1- 01. -1, * * . . q 0 0 Q 0 0 0 Q - C? 9 0 0 19 9 TIT q g + + + 7 T C! 0 1 + 11 11TITIT T T + I + I + + + 9 1` 10 Q IQ la IQ Im Ig q Ct 0 0 0 1 0 IQ IQ 1 0 1'� I + + q Q 6 g 8 9 9 + + . . . . z z 2 w z z 20 . ;D z M z 2 < z z < �2 af Ls 00 < w CT d m d z z �u b , %D 5� .j 1� a U: Ld Cf 0 W� z < z TABLE 2. DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS Wl SAME DLO ARE I" SMALLER) STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPEDWI HIGH SILL OPTION 10* WINDOW WINDOW HEIGHT W iT. WIDTH GLASS TYPE 29 3W 35 318" 4,r -T -so Sir 631. 72" 74- 7V' MEETING ROML A,C.E,G.1 +80-0-Lmo +80,0 -120.0 +80.0 -120 1 0 +80.0 1 -864 --- --- -07-1 451.3 -80 .51.3 +Lg! +47-1 ATS -X� B, D. F, H, J +80.0 1 -120.0 +80.0 -120.D +80.0 -120 � 02 .80020 -12�NO ------------ +800 -12 0 + 0 -10-27 780�0 98 +80.0 -94.9 A,G,E,G,l +80.0 -120,0 +80+0 -120.0 +80.0 -120.01 +80.0 -120.0 +80.0 -80.6 1 +46.4 46.4 +44.4 -44.4 +42.6 .-425 B, D. F, H. J -;-go -0 7�2-00- -780-0 .12-00 -;8 0-0 -120.01 +80.0 -120.0 +80.0 -120.0 +80.0 -92.9 +80.0 -BB-8 +80.0 -85.0 LOWSILLOPTION: A,C,E.G.1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.01 +80.0 -120.0 +80.0 .80.0. --- +44.6 -70.0 44B -:�B +42+2 A2,2 +40.0 40.0 32" B, D, F. H, J 1 +110.0 --1-20 0- -;-80-0- -720 0 -+ 1-20 0 F.80 0 200 .600 1200 800 :�-- 1 +80.0 -84A +80.0 -80.0 WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE A +80.0 -120.D +80.0 -119.0 +80.0 -94.5 +BO.O .93.0 +80.0 .80.0 +44.6 .44.6 +4Z2 42.2 +40.0 410.0 D -FH J +80.0 -1200 800 120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 480.0 .89.1 +80.0 -84.4 +80.0 -80.0 OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. 37" C.G �80.0 i _T80-0 7-20-0 760-0-7156 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 -4- NEGATIVE DESIGN PRESSURES E, 1 +8(10 420.0 +80.0 -119.0 +60+0 1 -114.0 +80.0 -107.0 +80.0 -80.0 +44. 6 -44.6 442.2 -42.2 +40.0 0.0 ARE UNEFFECTED. A +80B -120.0 +80.0 -109.0 +800 -80.4 +80.0 1 �88.6 +76.3 -76.3 1 +44.6 A4.6 +42.2 -42.2 - +40.0 -40.0 - REFERTOANCHOR GUANTITY TABLES 5-8 D. F, H. J +BO,O -120.0 +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -89.1 +80.0 .84.4 +80.0 _B0.0 FOR ADDITIONAL DP LIMITATIONS. C,G +80.0 -120.0 0 - 0 +80.0 -111.2 +80�O -10Z8 +80.0 _B0.0 +4kS -44.6 +42.2 42.2 +400 410'0 r -El + D.0 -120.0 ;8NO -110!120 +80.0 -10kO +8BO -98.2 +80.0 -80.0 +44.6 -�TB .2 -42.2 +il) 4(10 A +80.0 - . + .7 +60.0 -84.5 +80.0 -82.7 +70.4 .70.4 -44.6 +42,2 -42.2 +40.0 -40+0 B. 0, F. H, J -Ze-o .0 - -120.0 +80.o -12o.o +80.0 -120.0 +80.0 -120.0 +80 .0 -120.0 �80.0 .89.1 +80.0 -84.4 +80.0 -80+0 .8-00 -12-00 +W.O '107'2 +80.D -97.6 -80.0 -89*5 +10,0 :860�2 44.6 �2.2 42.2 -40.0 40.0 �El -+80.0 -120.0 +80.0 1 -91.9 +80.0 -89.-5 + .3 .7 a 4�6 6 44,6 +42,2 42.2 +40.0 -0.0 A 4600 -117.0 +80.0 -89.2 �76.7 -76.7 +74.8 -74.8 +130 -63.0 +44B 44.6 +42.2 -4Z2 +40.0 -40.0 - +80B -120.0 +80.0 -120.0 80,D +8BD -120.01 +80.0 120.0 +111 +800 0.0 -114.7 +80.0 -99.1 +80.0 -84.4 +80.0 -80.0 48,, rBDC�R�H, �J C .G .G -780-0 71-7 0- +80.0 - -960 +80.0 -87,0 +79.3 -79.3 +70.1 -70.1 +44�6 -44.6 +42.2 -42.2 +40.0 40,0 E. 1 E I -780-0- -�1-3-0 F; 870 -0 - 82.4 +80.0 -81.3 +79.3 9.3 -70.1 -70.1 *44.6 -44.6 +42.2 -42.2 +40.0 -40.0 A +80.0 -ID3.8 +80.0 +69� +40.0 A0.0 P�o�rm�m B, D, F. H, J +80.0 1-20.0 +80.0 -120T ;8_01.0 -120.0 +80.0 Ai12 +80.0 -98.8 +80.0 '81.9 '+80.0 -80.9 +80.0 -80.0 A' 63 118" C,G -7-80 .0 7To-3.8 -+80.0 - +76.3 -76.3 +69.2 -69.2 +60.4 41.0 +4115 -40.5 +40.0 40.0 -E. 1 -+800 1 -1038 -+7 2.5 -72.5 1 +7(16 -70,6 1 +60.4 �0.4! ;!4i 1.0 +40.6 40.5 +40 n 400 GLASS TYPES: A. WIT ANNEALED E� 13/16" 1. G., I IW ANNEALED, AIR SPACE, 1/8" ANNEALED 1. 1311G' i.G.. 3/16' ANNEALED, AIR SPACE, 1 W ANNEALED B. 3116'TEMPERED F. 13119- I.G., Ii&'TEMPERED, AIR SPACE, Iffl' TEMPERED J. J3116PI.G., 31WTEMPERED, AIRSPACE, Iff TEMPERED C. 1W ANNEALED G. 13116" I.G., 3MG-ANNEALED, AIRSPACE, 3116-ANNEALED D. 114" TEMPERED K 13/16" I.G.. 3116" TEMPERED, AIR SPACE, a/16- TEMPERED q- ogl LYNIV4f ............ CEN N0.58705 CEW.OFAUTH.M.. DESIGN PRESSURES, STANDARD VIEW E 0 ........... NAL A. AN Mit Rk P.E. ALUM. SINGLE HUNG WINDOW, NON -IMPACT M� Mowam S MIS SHEET. NTS 1 4 14 U DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS Wl SAME DLO ARE V SMALLER) TABLE 3. CUSTONIVIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS Wl HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 76" MAX. HT. INTEGRAL FIN) WINDDW WIDTH GLASS TYPE A,C,E.1 - 17118 +80.0 -120.0 2211116 +80.0 -120.0 28 31`16 +80.0 -120 -C 3331.4 +B0.0 -120.0 - 39 5/1-6 so. -118.0 4413116 .80.0 400.2 so Zia +80.. 107.1 M 55 15116 +70.8 -70.8 19118 -B -+00 0 7�2-0-0 - -T8O 0 -U-0-0 -;-80-0 .12-0.0 +80�2 -1 2iO +80.0 420,0 +80.0 420D -80-.D 0 -1 0 20. +80.0 -120.0 G +800 42-0-0 -+80-0 120-0 +800 -7200- �80 _1 no .80.D 1 -120.0 1 +B0.0 -1 +80.0 20. -1200 +80.0 -115.1 - A.C,E,l +80,0 -1X0 +So.o -120.0 +60.0 .120.0 +80.0 420.0 +80.0 -103.0 +74.1 .74.1 +595 -591 24 D F H J -4-0-0 - 20-0 -8-00 20-0 -+800 4- 20 0 - -- ;80.0 -120.0 *60.0 -120.0 +80.0 -1201.0 +80.0 -118.7 G +80,0 - -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 .80.0 420.0 +80.0 -120.0 +80+0 -1 1.0 TCE -1 +80,0 .111.0 +80.0 - . +80.0 'o -117.0 +80+0 .94.2 +80.0 -85.7 +74.3 .74.3 +62.6 -62.6 +49.1 -+810 49.1 32 B'- D. F, H. J +80.0 .111.0 +80.0 -120.0 0 +80.0 0 -120�O +800 420+0 +80B 420.0 +80.0 1200 +800 -Tl 3-5 �97+9 G +80.0 -111.0 +80.0 - -120.0 I +BO.O +'o 'o -120.0 +80.0 -120.0 +80.D -120.0 +80.0 -120.0 +00.0 -101.8 +79.7 -79.7 A,C,E,l +80.0 .98.0 -80.0 1 -119.0 + 0 +800 - +80.0 .86.1 -80.0 -80.5 -70.9 .70.9 +58.8 �8-8 +45.2 45.2 - 37 B. D, F. H, J +80.0 -08.0 +80.0 I .120.0 + +k2l A921190 +80.0 -120.0 -80.0 �120-0 +80,0 -120.0 +80.0 -105.8 +80.0 -;- �90.3 G �80.0 -9&0 +80.0 -120+0 +80 0 +80.0 -120.0 +80,0 -120.0 +60+0 -12D+O +BO.O 715-3 +80.0 -95.5 73.5 .5 773- - A +80,0 -92,D +80.0 .108.0 +80 0 +80.0 -87.4 +8a.o -81.5 +70.8 .70.8 +69.0 .89.0 5731573 157 ' 3 -57.3 +43+6 43.6 B. D. F. 11, J +8000920 +80.0 -92.0 +BO,O -120.0 +80 +80+0 -120.0 +K0 -12D.0 +60.0 -1200 +80.0 -120.0 -80.0 800 .102.7 _102 - 7 +80.0 -67.0 40 C.E.1 +80.0 +800 920 -92.0 Ko - IC&O 3 +800 +80.0 -10 3,0 +80.0 -92.8 -70.8 - -708 +SS9 -69S -- -- +573 57 . 3 573 . 3 +43.6 43.6 G +80.0 .92,0 +813.0 3 7 20.0 .800 -800 00 +800 186 Boo 713.7 +80.0 +800 _57 932 93.2 +70.8 -70.8 80,0 -85.0 +80D .92.3 +80.0 +80.0 -81.3 +75.1 -75+1 +69.6 -59.5 +58.4 -68A -66 +56.2 .562 .66 2 .66.2 +41.9 41.9 44 B, D. F, H, J C,E,I - +so�o - +800 - .85.0 -'�S--o +80.0 -+800 -120.0 9-3. 1 +80.0 -.80+0 -120D 9-1.0 +80.0 +80D .120.0 -85.1 80 0 +80.0 +59.6 59 6 -117.9 -59.5 + 00 8 , +58.4 7-1 -- -7i8-7 758 4 +80 0 +eo.0 +56.2 .99.9 .99 . 9 -W2 +80.0 .41.9 .83.7 41.9 G +600 -85.0 +800 -120.0 +80.0 �ioq.s +80.0 -101.4 K69 +80.0 .96.7 +60.0 -94.8 +60.0 -01.3 +68.1 .68.1 A +800 -�119 +800 -88.8 .73.3 +67.2 .57.2 +51 +51A -51.4 +49,6 49.6 +49,0 49.0 +40.8 40.8 48 B, D, F. H, J QE.1 +80,0 +Soo .120.0 090 -80.0 0 -120+0 22 +80.0 +80.0 8 -120�0 2 7�17- +80D - +75.0 -120.0 - 5.0 +800 +51.4 +51 .101.2 -51.4 +80.0 +49.6 -98.4 9.6 +80.0 Z49.0 -98.0 49 .0 - -80.0 +40.8 .81.6 �0.8 -G 80.0 .120.0 .80�O .110.2 [+73.3 +80.D -D6.9 +eo.o -88.6 +80.0 -83.5 +60.0 .00S 1 +79.6 I - 796 +66.3 1 -66.3 --- A +800 - - _�9.0 - +800 -7- 818 - +8 +844 -V- 4 - +5a 9 7 8 9 43,7 43.7 7, +41 �7 a 5- +40.4 -40.4 +40.0 40.0 53118 B1 Do F1 hi i C.E,l +80.0 -�8-0.0 1200 :�99�0' +600 -1200 �-72.3 +80.0 +70 8B .114+8 -708 +8D.0 +64.5 -103.5 .64.5 +80,0 +43.7 -85.6 -43.7 +80.0 +41.6 .81 9 41.6 - +80.0 +40.4 .80,2 40.4 m +80.0 +40.0 .80.0 40.0 +80.0 -117.0 1 +80.0 1 -96.7 110 3 .76,3 +71.o 1.0 67.6 -j.6 +65.7 -65J -6 5.0 .65+0 GLASS TYPES: A. 3116" ANNEALED E. 13116- I.G.. lill" ANNEALED. AIR SPACE, 1/8- ANNEALED 1. 13116" I.G., 311WANNEALED, AIR SPACE, 1/9'ANNEALED EL 3116"TEMPERED F. 13/16"1.G,, H&'TEMPERED, AIR SPACE, 1191 TEMPERED J. 13110, I.G.. 3f10!'TI2MPERED. AIR SPACE, 118- TEMPERED C. 114"ANNEALED G. 13116" I.G., 3116� ANNEALED, AIR SPACE, 3116' ANNEALED D. 1/4" TEMPERED H. 1311611 LG., Slign TEMPERED, AIR SPACE, 3116L. TEMPERED CMT. OF AUV. � I NTS 1 5 1 14 1 4032-20 W .0. MINUS SASH W iT. HT. MEETING RAIL JASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF .64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MIN. TO 38' �. 3.76' MAX. FLANGE WINDOW HT. 75- MAX. FIN WINDOW HT. REFERTOANCHOR QUANTITY TABLES � FORADDITIONALDP UMiTATtONS. Z NO. 587oS A. LYNN MILLER P.E. 11 53 118- MAX FLANGED WIDTH 'ALL ELEVATION DETAILS) I I I SEE DUO TABLE T- SEE DLO TABLE (MAX-) L 14-E -[—IENTIDL DETAIL B DETAIL A VIEW (STANDARD ASH) E 75. Ay AX E__j HE, " --T T SEEDLO H5E 'T 0 SEE FDL TABLE T ILE 76- 0518- MAX FIXED D!l x f/0 52 118- MA X. I.F. WIDTH (ALL ELEVATION DETAJLS) D --I 75- AX. 1. . . —J HE] ;HT 76- IAX. IF=El �Ell HT 3816- MAX. SASH HEI�Hrr, il ///// 201 20- 1 1 SEE DUG TABLE SASH SEE DLO SASH HEIGHT HEIGHT B —T� --r DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 6 a C) ARE BASED ON A THREE OVER TWO FORMAT. INI) 4W� �RT.O�AO�=. DETAIL C RADIUS TOP (STANDARD S&SH)- 1A.1 � I - VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE I Low SILL I HIGH SILL A 34 IlT 34 3116" B 41 6/9' 41 IX' C 41 1/,rl 40 718" D 52618- 52 11116' E 52 114� 52 5116" SASH DETAIL LOW SILL HIGH SILL A U l/T 34 311T B 277116" 27 1/8" C Z7 7116" 27 1/6' D 16 wel 15 3/4" E 16 3vir- 7-5 Fw- 6 - 14 N. 587os 2.7W--1 NOTE: MIN. (1) SWEEP LATCH AT VENT C5NTERLINE T BALANCE PARTS USED OPTIONAL BOTTOM LOCKS, Il) W FROM EACH SIDE 01 SASH. MAX. VENT DAYLIGHT OPENING �2627 ON SASHS >40 LBS INSIDE 14 & 16 31 INSIDE 9&10 15 BALANCE PARTS USED MAX. ON SASHS -AO LES 0 2.710" FIXED LITE DAYLIGHT 5 OPENING I OUTSIDE —MAX. FIXED LITE DAYLIGHT OPENJ G- 25 MAX.WJDTH— 6 SECTION A -A lNfEdRZ—FIN (I.F.)TRTME SECTIONS INSIDE 23 47 50 I OUTSIDE VENT OUTSIDE LL) (HIGH SILL) SL (�l OR 12 r ULTRALIFT ONLY SECTION B-B ALTERNATE HIGH SILL (HE (LOW SILL SHOWN) NO.58705 V MRT. OF AUMMMS ALUM. SINGLE HUNG WINDOW, NON -IMPACT I 'l,7,'vNAL ES mis SNE�. A.L Half 1 7 1 =14 4032-20 G FIL IPEA 58705 -K-1-71� I JJ. � I A I '"ON PGT# FTEM DWC.#IDESCFUPTION Par# -#! MCP M 1 RNr 7 -- I 4002A FLINGE MAME HEAD 612225 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 2 1 1156 198 X 1.000 QUAD PN. EMS 78iPQA 65 FOAM TAPE 114 X 112 - FOR 3116 61412K 3 1 4003C IFLANGE FRAME SILL (LOWSILL) 612226 66 1208 FOAMTAPE 118X112 - FOR 114 61308K 5 1 1626 IADHESIVEOPEN CELLFOAMPAD 7PAD1626 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 6 1 4004 IFLANGE FRAME JAMB 612227 69 5050A FLANGE FRAME SILL (HIGH SILL) 64060 (Aiumk-nLi) 612244 SLE 612244 8 120325! 1:rH 9TOP (EURESS) 1.120 LUNU 70 SILICONE, DOW791,899, 095 OR GE 7700 9 4029 CALDWELL ALUMkTILT BALANCE, 518" 80 A GLASS, 3118' ANNEALED 10 1 WED IBAL. COVER, RIGID VINYL, 518- GBALCVR916 81 B. GLASS, 3/16" TEMPERED 1�1 1#8 X.750 PH. PN SMS 7834AA 82 C. GLASS, 114'ANNEALED BALANQEBU�UMS�U�l 7BALTBKT 83 D. GLASS, 114'TEMPERED 13 1 1085 ISASH TOP GUIDE, 518"BAL. 42604 86 E. GLASS, 13116"]G; 118'ANNEALED, AJR SPACE, lffi" ANNEALED 14 14029-1 ICALE)MLLULTRALiFrBALANCE,.670" 87 F. GLASS, 13116"IG; 118"TEMPERED, AR SPACE, 118- TEMPERED 16 1 1#8 X 1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 88 G. GLASS. 13116" IG; 3/16"ANNEALED, AIR SPACE, 3/16"ANNEALEL) 16 1 1080.1 1,670 ULTRALI Fr BALANCE COVER 6MGVR670 89 H. GLASS, 13/1 B" IG: 311611 TEMPERED,AIR SPACE, 3/16"TEMPERED 17 1 4053 1 SASH STOP (U -TRA-LIFT) 64053 IS 140294 ISASH BRACKET 7ULBRKT 90 1. GLASS, 13/16- IG; 311611 ANNEALED. AIR SPACE, 118"ANNEALED 19 lo:Xlpll" 1G. PH. FH. TYPE F S. STL 783ZX12FPFX 91 J. GLASS, 13/16"IG; 3116"TEMPERMAIR SPACE, 1/8"TEMPERED vo i 1086 FE Guluh,11115-m�. 4250SR & L 21 1 4054C IFIXED MEETING RAIL 64054C 23 1 4006C ISASHTOPRAJL 64006 .87 25 1 1235 JVATP ... 170 X.270 BACK, FIN SEAL 67SIGG 26 1096 SMEPLATrH 71006 2.784-----1 - 27 1016 #8XA26PH.FL—.SMS 786a 1 062 26 -4-00-7 SASH BOTTOM RAIL (LOWSILL) 612230 1 1. 30 -30- -T2-2-6 VXTP., 13ULB VINYL 6TP249 3,55 31 4008 SASH SIDE PAL 612231 1 42OUl .062 34 1268 SASH FACE GUIDE 06 37 1224 VIN� GLAZ. BEAD BULB (THICK) STP247WK 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 407 FRAME, I.F. HEAD -99- 70-1 4-B -6 �INGBEAD, 3116 & IX VWO GRILL KIT 84014 40 4048A GLAZING BEAD, 3116 & 114. W GRILL KIT 644842 FRAME, I.F. LOW SILL 46 1 4067 IGLAZING BEAD. 13/16" I.G. 64067 #4072A, 60�T6 47 1 4071A IFRAMF I.F. HEAD 64071 4: 64072 4.7. FM! I�E�, LOWSILL HIGH SILL 64073 'RoDlICTrEvIsm 52 7413 !FRAME I.F. JAMB 64U74 —2.374— �complyftwi'Ajm�� 82 L40 009 SILL LATCH (EGRE,93) (LUWWL) 764009 1 -D& 64 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 4,1 55 1014 SCREEN FRAME (HOR. & VER.) 610`14 SCREEN CORNER KEYMINGS 71630 5 56 1630 7SPRNG .06 3 1 1088 ISPRING, SILL LATCH (EGRESS) 71 2. 10 T-062 77- -163-1 TC—REEN CORNER KEYWOUTRINGS 71631 58 1073 SCREEN SPRING 7CASP GEMS . -57 -16-2-4 L-1— UIBZ4K SCREEN SPLINE -.135 DIA FOAM 60 1635 SCREEN SPLINE -.135 DA HARD 6iB35K IGH SILL NO.58705 — SCREEN CLOTH 01516 F_�L_ FRAME, I.F. JAMB --50-5 GLAZING CHANNEL (.688 X.600) 6533402 #073A. #4074B, 6D63-T6 �O�CHN�OY ORME KVUNG9,RU275 TS LISTAND FPAME CORNER DETAILS (241)4WW OW, NON -IMPACT A CERTOFAUV ALUM. SINGLE HUNG WIND I'�ly lwcfw�wrmlssn�- -= - - A.LY m, R"'P.E. I NTS 1 8 - 14 -F. 1-714M I J71 "EMMS 1' 705 1163 L�� E_ 06�2 FLANGE FRAME HEAD 04DO2A, 6063-T6 1.749— U, 0 .062- 2.830 2MO FLANG E FRAME SILL (LOV4 a003C, 6063-TO I�112 4W I-1.451--iT SASH STOP \MB #4025,60&�T5 MD4. 6063-T5 (USED AS RADIUS TOP HEAD) 1.342 2.279--1 0 .062 `1 7 .06T2 SASH TOP RAIL #4006C, 6063HS.T6 IS FLANGE FRAME SILL (HIGH) N050A, 606�TI5 F-1.513—� 738 L�D f COVER #4053, 6063-T5 [--2.326----1 'rC672 1 9 I.F. FRAME --f —I AT ll� �U �1� SEALANT ALONG ENTIRE JOINT l �I.F. FRAME VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) FRAME CORNER CONSTRUCTION SASH SIDE RAIL SASH ow) --11.057 S #4008.6063-T5 #4007.6063-T5 (��SASH BOTTOM RAIL (HIGH) #4051A, 6063-TS . ("I) �lm =T.CF�� WELD ALONG SCREW BOSS (2) PRODU� RBVISW GLAZI 6" OR 11r .6m 050 94014B. 6�Tb _F � "057 GLAZING BEAD 13/16" IG Mo F 04067.6063-TS —F ........... QlAN'L:y N1V4fv,"l, TwO GLAZING BEAD 3/16" OR 1/4" Z* No,58705 #4046A. 606�T5 (USED W/ GRILL KIT) -0 '. -)3 f OR,".. ATE 1�.. 4Q ZI, EXTRUSIONS n 9� I Half 1 9 , 14 ANCHOR QUANTMES FOR 1M FLANGED VW114DOWS WINDC r 28 ao SUBSTRATE:-� 2&603 1 34.603 40.603 1 46.6D3 _ 0 ) ANCHOR TYPE: ol� �t Z�o S 0 z G 0 Z z z Z 0 0 0 ON� 0 014 a 0 0 3 4E 0 0 0 C-) IB,D,F,G 1, �,J JE.1 li2 1!2 �j-'j -�71.2 ii 2 iT j -2T -21 i'll ig.125 �A Ti i;:::2 -1-F2 -29 1TI21 -21� 2 21 L- 2 Yi iTi 2F2 21 IB,D.F,G, 212 2-13 -IN212 2! 3 212 3�3 212 T, H, j 2;;; 24.ODO E.1 +11-21T7-2 '2' -2-3 C I IT2 2 -1 Ti �[2 -iF3 1-3 i�ili"3 PSF 119 119 B,D�F.G,l 2 1 1 1 2 2 2 1 32.0DO ,j --i 22 j 22 2 -2 Ti 2[i if -- 3 I.-�� 213 I i 1�11 -I- 213 1 314 213 31 -1 2 21i 2,2 -iT- f 3 2 3 2�3 4 fj j 117 119 R21 2 2 1 2 2 2 � 37.000 i �i 21 -3 iii Vii sl-TyT� 4 Y41�2 ri 3 1 2 1 2 2 2 21- 2T-3 T313-f3 314 273 33-!4 Y3 I PsFI 95 1 "8 120 1191 1 2 2 2 2 2 2 2 2 2 2 T. 21 - 2212 _iT2 3 K -;iMi 311 31-4 il TI-4 3�5 3 313 40.000 jll.D�F.G.j j AC.E.1 2 —2! 2 2 2 2 1 2 -T I_i2 _i2 2 -----2 2121 2 T-2 Y-3 Y-3 i-1351 i ,3 31412 3 3 PSFI 87 1 991109 1191 B,D.F,G],j 2 2 J_ 2 2 3 2 2 3 2 44.000 H'i �2 2 ii 313 _S il Yj-31-3 f 3 13 ��j 4 Y-5 3 .1 _3 4 2 2 2 1 2 2 2 1 2 2 2 lii4 2 AC.E.1 1 -ir 1 2 2 ili ifilil 41 213 1 _ .4 ji2 _ _ _ 213.3 PSF 79 119 90 100 11311141 119 B,D,F,G, 2 2 2 2 2 2 I 3 48.000 KJ IL-.2 2 1-2 12 ii- i ill� i '3 �; i 1,3 (il 3--i 1_�_j 3i4 4-5 i2 4 2 2 2 2 2 2 2 AC.E,l Y-2 2-'i - ..2 213 iF3 -i,-3 ji%] .� Z3 1 3T4 1-3:4 2i3i PSF 72 118 82 1 90 10311031 111811131 B,D,F,G, 2 2 2 3 2 2 3 2 3 3 2 53.125 H,J M212 212 fl i -2- i 31-3 -21-3 i;,j jTj i14 i14 3 5 314 2 2 2 2 C.E.1 __L 2i 2 2i21213121312'312 _2 _2_ A �7.1 -Wr A- - -3� 212 'G INO�M�M�- CERT.OF 1771-79M I J71MIM I ANCHOR QUANTITIES FOR STANDARD VIEWAND RADIUS TOP FLANGED WINDOWS TABLE6. ANCHORAGE NOTES: I. ANCHOR TYPES: 1 -1/�EUCOULTRACONIS OR #12 WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE�� HOR Ty E� 2 - 1W ELCO SS4 CRETE-FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS! HEAD - la lQd MAK FROM TOP CORNERS JAMBS - 17 lt2'MAX FROM TOP COMERS 15' MAX FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. LGN FIR SSU ATIONS: DES THE AIJA ENT TABLE WITH A Sim 'LOCZ OF RE UM`T C BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHCR 1 SPACING LIMITATIONS. OTHERWISE THE MAXIMUM ESIGNPRESS REFORTHERESPECTIVESIMAND D U GLASS TYPE IS AVAILABLE. 5. SEE NOTE 4. SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. 1 TABLE KEY: (UP LMTED) MAX PSFFI� 3 JAhlB ABr0VE I MrG. RAIL 'W JANIS BELOW MTG. RAIL pfy��shc�r.hxma (FULL UP) Ao�n"� 0, *0 �piml -0 0.07 Hr MTG. RAIL JAW BELOWJ A,(LYJYv MTG. RAIL \a ....... 4fl, SEE TABLE 2 FOR FULL DP N.. 587M 29.655 37.165 52.L5T5 59.655 1 97.155 74.656 1 76.000 0 cli z 0 11 — 0 - z 0 () 0 o CI, oz zl- 0 0 oz : 0, a . -0 I z ,, t c )10104� a a , Z_Z I 0 0 Z_Z'qo�z_za 0 0 () a Z-Z,mc L) c )AA 'I 0 - WINDOWIGLASE WIDTH TYPE 19.125 PSF 1131 1119 1 11 1 g. T F, H. J ri iLl A121 -2 27,_2 -2; iri "5 -i 2 Ji T". 5 1 3! -3 224 -51, 2 -3 %313T1_313�,2_1 3'2, G.1 Ill 1 l"l ;IF, I �ii il 2ji +2i2 T F-2 2 2 2� _i_-2 Yd T2 21'21312 212 2121 it 2T� iF 2L 121 ilF 21 1 Y _21 1 2 12 24.000 I PEP 90 119 103 119 1 1 1 H I_d2l_2 �IF3 2i2 �j - 2 31� 3 T 2 4_[3 3 f 3 W-3 �1' 3T2 A,C,E. G.1 ffl 14 1 1 1_� 2�2 212 I 2 i 3 l2r2 '2 12. 1, 2 i iF2 �l 2 211 7!2 1 212 1 2F2 1 2!2 32,000 PSF 68 111 71 1111 1119 1 8, D F. H,' 2 IT i 1 11 Ili 2 iFi 1 �1-i 2 2 -Ti 2 Ti i 1 21 2 r 3 4? 1 13 2 4F4 11 3133 _61% &V;k4 �4 1 Y,2 4T,3 2 Wl 1 211 +24 I 2 41 1 1 1 1 A,c,r, G.1 2 1 2 III 2 212 1 2 2 2 2 2 2 _35 1 - - 03 2 73 3 2 lfll3k!3 1 2 4i3 2 373 1 2121 1 3F 3 2HI12 2�2j 1 -2 F2 [0 2 1- F2 1 1 - 7j2I 12 -1-1 1 212 37.000 PSF 59 96 67 96 109 B, D. F. H, J 2 1 -111 2 ia 2 -1 i j 2 Z'Z 2 I 212. 2 jT 13 2 21 i 2 - 313 2 4 ;_4_ 2 3,13 1 2 - 4'. 4 3 _I -4 i 5 2 41ZI 2 -il 4 2 V� 1 _6r� 1 531 d 4�1 41 �lF3 1 5 f4 4-4 4,4 3 '3 2 -614 'TI—C.E. G'I 2 1 T, j 111 —2 'il"i 2 i 7 2 2 2T2 73 ji2 �i 1�2 2 i1i 2 �7 !41 2 j4fdl 3 .13 2 4T3 -3 -i � T14 2 -Z-12 212 11 i 40.000 PSF 54 89 62_ 89 101 1 1 - a.-D, F. K i 2 -11-i 2 2 '71 2 _21- d2 2 1 2 2F2 ILL 313 2 3'_ .3 -1-9 2i - _'. il :f3 ,4 2 3 It 4 j 3 T1 41 1 ZI -61-61 1 -4 2 -'3 3_4 2 �i74 - 2i _g2 T41 _2 54 2_ 3t 24 �'F 2 iFil 2 - 413 2 5T4 A.C,E. G'I 2 i"I 2 T1 2 IT! 2 1 2 1 �2 1 i 1 2; 2 2 T 3 2 313 2 T. 2 3 1_2 fr5l 2 il 2 3 2 1212 2 2 Y2 2 1 51 JA_ 1_.3_ 2: 2 312 2 1 2 I -2T2-1 1 2 3 J2 44.000 PSF 49 Of 56 81 119 92 10 117 Ile I H. i 2 J'i I 2 il_ jill1i 2 3 , 2 _F2 2 31- 3 3 j7 3 3 4 �T% V 4 5T.5 W21-3 3 C f 3 -4 1 2 2 �15 3 5_15 2 1 3 2 514 4 1- 2 4T3r!p4 2 A.C.E. G.1 1 2 T� 2 1TI 1 2 1�1 2 ij 2 _5" 2 2 2 3 13 2 T �l 2 T! 4 2 T i 2 31-3 2 4F4 2 3.3 413 2 1 2 2 Y!-5 2 Ti j 1�L2 2 3 1 1 2 � I 3_r2r3 1 2 F3 48.000 PSFj 45 1 74 74 119 84 10711091 11141 B. D, R i F.1 2 I Fd 2 IT 2 �Z 2i2 212 31 3 5] -3 'Q I 2 �i4 3 �F! 41 1 4 -eslii4 1 2 j' 15 4' _j 1 -jT� gl'- 5 4, !31-- 3 5 ', 6 3 '6'15 '6715 'Cl 2 � i�3 5 �i� 4 -67 A.G.E.Ji3ij G. I 2 i, I 2 i,-i 2 'iF2 2 jT' i 2 T, 3 2 2 2 -s 2 �J�T41 2 2 3'�1413 2 2 313 2 2 2T_ 2 _i�_ 2 Y' i j 1 '�15 2 2 2 1 2 53.125 PSF 41 67 4 112 1 8, D H,'J 1.1 il 1 2 1:1 jilt �l 3 2!2 2 _2 3 2T_2 4 113 2 T 3 3 3 73 4 41 —3 4_F4 i 4 1 415T614T4 4 - 2 1_63 'i 1 3 61i 1�2 - F3 1 3 - 51,4 3 6f6 1 2il 4'1 63 15 3 1_i�_ 161 1 2 il _316: 1 3 15 7.C.E, 2 _T_ 2 I _i 2 2i _.�i 21 - Yi 'i 4 -t� 3. i13 314 i' 11 _� 3 � � I 1 - 2T� Y13 iii-i 0-7 T� T �t.OF� 1�1 I �� I uu.r 17�___RaE_11- �ANCHORAGE SPACING, STANDARD VIEW I R, P.E. FL P.E.0 587M ILUM. SINGLE HUNG WINDOW, NON -IMPACT i�JR* I MIS 14 1--4o32-2o FG I RKI_7� I — Jil'�iMIS I ANCHOR QUAN MES ABOVE MEETING RAIL (HEAD III AM CU2 TOM XFGED WNDOW HEIGHT MINUS SASH HEIGHT TABLE7.1 WINUUM-TON-US TE GHI �KIJM IANLI� U. SUBSTRATE: IT125 22.668 1 28.211 33754 39.296 1 44.839 50.= 55.W5 ANCHOR TYPE: 0 a Z-ZVIONZ-zoo�z 0 0 0 a 0 0 0 01i 0 1 0� 0 0 zq 0 00L.o-uz-o 01 0 0 0 z 01 0 _0 Z�10'z-z.o' 0. 0 0 0 0 00 n a z 0 0 z 0 GLAS§ TYPE 01 01 0 0 0 � 0 0 u 0 0 PSF 1191 1 B-,D, F. I.- 11- 1 1-1 1 H 'J j1--- 1 .-1 -11 2 2 -11 2 2 1-1 2 3 - 3 1--1- 2 3 -1. 3 -5 F1 �4��4 19.125 G JIL- -- 11-1 2 2 11 3 3 - 2' --3- 3 3 3 5 4 4 5 1 +3 1 1 A,C.EJ 1# 1 '11 1 2 2 2 jF14-1-1- 3- Y -3 '-4- PSF 1191 1 9 7791 8, D. F, 1- 1 1 1 1 -'S- H,J 1 I -1- 1 . A . .. -2 - -_2 2 -1 -.+ 3 2 3 4 3 4 - 4 3 -- 4 6 1 3 6* 6 24.000 c 1 + 1-- 1 -I I 1 1 1 .- - -. T- 3 5 5 4 4 4 5 #111 2 4- 2 -2- -3--p2-1 3 -- --L 4 -I- 3 - 1 1 1 1 1 1 1 1 1 11 1-1-1 - - 11 --3- A.0 _4_ -IF -2 2 -- 4. -2--- -21 -4-' -3- ---4- -4- -3- --4- --1' --37- -4 3 - -1 - 3 4 Al'. - 21 PSF 110 lad lid Iff 119 Ila 119 1 8-.D: F. 2 1 1 2 1 2. - 1- 2 2 ' 2 Z --4- 1 -2_ - *5- H,J i - -- I - - y - 2- --2 2- 3 - - 3 4 -1 3 -,-4 4 !:�fl',Z -;g-- ---a �'= 6 -2 8 7 6 6 6 32.000 G 1 i- - J111-- 1, -'1 2 -Z� -2 _2_ 1 -Z.- 3 U 3 -2. 3 2_- 4 3 3 2 2� 4 4 5 1 4 _ 6 6 1 4 1.6- -1 2 4 2 2 _5_ 1_. 4, 4 j_ 1._ 5 - 2 1 1 2 1 2 1 2 2 1 2 2 2 1 1 1 1 1 1 1 1 id -1 i A-si- A,C,EJ I . 1 1 1 2 2 .2.- 2 ., -- 3 -3- .. Y' -9- 3_ + 3- _ , w I - 1' --- 4 A A PSF 97 97 IUZ 17V 92 105 us Ila 09 IT& 119 13. D. F. 2 1 -Y 2 -2 -2 -2 2 3 2 - 3 2 2 _6 2 2 2 2 -,2-. 1 --2- H, J - I - -1- --1 --2- --2 -3-3- -2 -- 3 -4- --4 4 4 6 6-5 6 6 7 7 6 5 7 37.ODO G + -T- 2 2 -T- --r -2 --f- -3- -3 -4 -2 4 f32 6- 3 2 6 2 6 - 2 6 2 4 2 6 6 2 S A.C.E.1 2 --1 1 2 2 -1- 2_ 2 2 Y 2 -3 1 3. 2 -3- 2 ' �f 1 3' 2 2 '4 4 2 _ - -4- 4 _ 1 -3-- 3-- :fT- --X- 2 -4- 1 -3 4 3 1 4 PSF 91 94 1191 85 1 9B 1119 as 102 91 105 94 11151 TTr -2 --r -2 2 IA_2._i 3 2 3 2 H, i -1- -2-2 2 3 _1-2- 3 -3 4 _ 4 IT 6 5 a 6 5 7 7 5 7 40ODO G 2 2 "1 2 2 2 2 2- 3 -3 2 -3 3 21 2 -2 - 3 3 3_2, 4 3 -3 21' 3 5 2 5- 3 -9 3 2- 1-6 3- 2 6 -2� 4 2 _2 6- 6- 5 2 -2 2 2 2 2 2 2 2 2 2 2-2 2 2 2- 2 2 --A- -4 2_1 -2 A.C.F I -j- -4 --j -2F- -2 --2' -1- -5 _Z 5 _ 3- 3 4 _�_ 3 4- 4 --4 - -3- -r -4 3 -108 - 1 4 PSF 64 76 86 112 71 89 7711 80 0 93 119 --r -3 -2 -3 -31-2 -3 2 2 2 2 3 2 2 3 3 2 3 3 2 2- 2, 1-7 .YF, H, i . I - "1 _j --s- _3 4 .5 -3 -6- -2 --6 6- 5 6 7 1 6 7 6 6 44.000 2 2 2 3 2 2 3 2 2 3 -3 -2 3 3 3 2 3 3 2 -5- 2 -T- 2 - -6 2 -4- -2- IS 1 - - .. - I - I- - Y-3 _ -1 3 _ -1- 3_ - 4 __ -4- 4 - 4 -5 a -4- 4 -d- -'V- -4- -6- --6- 6 2 2 2 2 J2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, 2 -3- R 'S 2 --4- 2 -3 2 -4 -1 A,r.E.1 --2'- --2 - 3 -3- -3- -4 -4 -4-4--S _ _5 - _2 4' 3 -4 --4 PSF LH 70 79 102 71 02 TIFF 73 W Ila a 7F' a 87 78 90 - do LFF. 2 4*2 --T - 3 - 2 - 3 -3 2 4 2 3 3 2 --5- 3 2 - 3 - - 3 - -- 2 '- 3 -21. -S- H, J 1 2 2 "3- 1 -4 4 5 5 6 6 6 1 7 5 7 7 7 48.000 2 2 -2 2 3 3 2 a 2 3 3 2 3 3 2 --- 31.3 -6 , 2 -3 2 -6-- 2 2 2- 2 3 -3 4- -4 4- 6 ---6- --2 -6, -2 -6, -2 6 W-- 6 A.C.E.1 -I- -1--2 --1 2- -2 1' 2 2 3 2 Z: 2 A 2 3 2 4 2 - 1 2 -3 --- 4 4 3 2 .- -1 -Ar 2. -4 - 7-2 -T 3 4--4' 2. '-3- 2 PSF 9z w - * 1431 4_ A'- 73 1 D. 2 2- 3 2 3 3 __3 -T -C 2 --R5- 3 727 2 3 3 2 3 H. 1 _2 2 2- 1 to -4*- 4 4_ 4 5 6 -3 6 -2 + 6 A 7 0 7 7 b u 53.125 G 3 1 1 2 -11 2- _ _ 2 -T- 2 _ 3 ..3 a _ 3 2. 3 4 2- 4 -,_ - '4-- 4 6 -T- 2 4- 4 + 3 -S- 2 -y- 3 -7- y a -6-- Z -.3 -6 2 -r 2 2 2 2 2 2 2 2 2, 2. 2 2 2 2' 3' 3 A 4 �52 -2 MFT. OF AUM� 1. ANCHORTYFES: I - 114- ELCO ULTRACONS OR 012 SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR A13OVE THE MEETING RAIL HEAD - 18 1W MAX. FROM CORNERS JAMBS - 17112'MAX FROM TOP CORNERS 1 11/2' MAX. ABOVE THE MEETING RAIL 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE Z USE THE SASH HEIGHT TA13LE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM MEWWINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIN. TO 38* MAX 5. DESIGN PRESSURE LIMITED: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOUD� DUE TO ANCHOR SPACING ........ ... ..... 0 ..... -VISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPEISAVAILABLE. 6. SEE NOTE 4. SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: (DP LISTED) MAX, PSF[1112 HEAD - -2 AM ABOVE MTa HAL (FULL DP) HEAD 2 JAIM ABOVE 0' A,( LYNy MTG. RAL .......... SEE TABLE 3 FOR FULL DP N0.68705 A � I NTS 1 12 - 14 1 4aU-20 ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLEB.1 SASHHEIGHT STRATE-- 12.776 15.778 1 77' 18.776 21776 24776 Z7.TI6 30776 31.106 MOR TYPEZ a ? § -8 1 z WINDOW WOTH MAK PEP 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 213 312 3 3 3 2 2 3 -110 2 1 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 312 3 [2 3 3 3 2 2 3 -95 2 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 3 2 2 2 3 2 2 2 19.125 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -IM 2 2__ 2 IV A IN 2 2 1 2 2 3 2 3 3 2 3 4 2 3 3 4 4 3 4 4 4 _ 3 3 4 4 .110 2 1 2 2 2 3 2 2 3 2 _2 3 2 3 3 4 2 3 3 4 2 3 3 4 2 2 3 3 24.000 -95 2 1 2 — 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 213 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 -3- 3 2 2 3 3 2 2 3 3 2 2 3 2 I 2_j_p 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -56 1 1 1 1 , 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.2.2 2 -1M NA 2 2 NA 2 NA 3 3 3 33 3 4 3 4 5 3 4 4 5 3 4 3 4 110 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 3 4 3 4 4 4 3 4 _4 3 4 32.DOO -95 -80 2 2 2 1 2 2 NA 2 _2 2 __ 2 2 3 3 2 2 3 2 3 3 2 2 3 3 3 3 2 2 3 3 3 3 4 3 2 2 3 3 4 4 3 2 4 3 4 4 3 2 4 3 65 2 1 - 2 - 2 1 2 2 2 2 3 2 2 2 3 2 2 2 3 2 2 3 2 2 —2 3 —2 2 —2 2 .5D I - 1 1 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2. [4!S NVA NA 2 NA NA 3 3 4 3 4 5 5 3 t34 4 4 5 3 5 5 4 5 6 4 5 0 NA _L '4T NA 2 3 ' 3 3 4 3 3 1 4 T 4 5 3 4 5 — 3 — 5 — 5 3 5 37.000 So 2__ 1 _2_ 2 NA 2 2 NA 3 3 22 2 3 3 3 3 314 3 3 3 3 3 ' 3 4 3 4 6 4 3 3 4 3 3 3 4 4 2- 3 2 3 3 2 2 3 3 2 3 3 2 3 3 2 3 1 2 1 2 1 2 2 2 2 2 3 2 2 1 3 2 2 3 _ 2 2 3 2 3 -120 2 IN KA 3 NA NA 4 3 4 4 6 3 4 1--A- 3 5 6 4 5 6 4 5 -110 2 NA 2 NA NA "A 3 3 4 3 4 6 3 4 1 5 3 5 5 -3 5 5 4 5 -95 X4 2 2 NA 2 NA 3 3 2 3 3 4 3 3 3 4 3 314 3 4 5 3 4 5 3 5 AODDD 2 2 2 M 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 -6-5-212222 22323323323-333333 2 --Zo- 2 1 1 1 2 1 2 2 2 1 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 -120 IM14 NA NA M4 i NA 3 1 NA I NA 3 4 5 3 5 1 6 4 6 6 4 6 6 4 6 -110 NA 2 N4 NA 2 NA NA 3 NA 4 3 4 5 3 4 6 3 5 6 4 5 6 4 5 44,000 -D5 -Bo K4 2 2 2 2 2 NA NA 2 2 MA NA NA 3 3 2 4 3 3 3 4 3 4 4 3 4 -3 5 4 3 3 4 -4 5 5 3 3 5 4 5 5 3 3 5 4 .65 2 1 2 2 2 2 3 — 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 - --5D F —2 T 2 1 -2 2 1 1 2 2 2 2 1 3 2 2 3 2 3 3 1 2 1 3 3 2 3 3 1 2 3 -100 12 IMA2 2 MA NA MA NA MA 3 NA I NA 1 4 --- 4 NA 4 — 5 6 4 6 7 4 1 6 7 5 6 0 _11 0 .ilo NA NA = NA NA 3 NA NA -3 4 5 4 5 0 4 5 6 4 6 6 4 6 .95 NA 2 NA NA 2 IN NA A 3 NA 4 3 4 4 3 4 --- 5 -- 3 5 6 3 5 4 5 48.D00 So 2 2 2 NA 2 - NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 3 3 4 _65 2 1 2 NA 3 2 3 2 3 3 3 3 4 3 3 4 3 3 3 I-W 2 I 1 2 2 2 2 2 2 3 2 2 3 2 3.3 2 3 3 31 3 3 1 -120 1 NA 1 2 1 NA ALA IV I NA NA NA MA 4 NA KA 4 6 NA 4 6 7 5 7 7 5 7 1 -110 1 MA 1 2 1 NA MA A AM NA NA 3 IN NA 4 NA NA 4 -6A -4 -F6- NA 4 6 7 4 6 7 4 6 MA 2 NA MA 2 NA NN3A 3 NA NA 3 4 5 4 4 5 6 4 6 6 4 6 53.125 40 NA 2 2 MA 2 INAMA NA NA A 1 3 3 — 4 ---- 3 4 4 -- 3 446 3 4 3 14- --�3 [�9505 _65 65 2 2 2 2 2 NA 2 =j_ 2 — 3 3 _ 2 3 4 2 3 _j_ 3 3 1 4 3 4 =4 3 :A =4 2 2 1 2 2 2' - 1 2 3 2 3 3 1 2 3 3 �T.OFAM.M. ANCHORAGE NOTES: 1. ANCHOR TYPES: I - 1/4' ELCO ULTRACONS OR 012 SCREWS INTO METAL 2 - 114' ELCO SS4 CRETE-FUFX 3.#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMING DIMENSIONS FOR BELOW THE MEETING RAIL. MRS - 6- MAX. BELOW MTG. RAIL IS- MAX. FROM BOTTOM COMERS SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING ML USI NO THE DIMENSIONAL CRITERIA OF NOTE 2. USE NTH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENT! FOR CUSTOM MEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM MEW WINDOWS ARE 12 5/8' MIN. TO W MAX. 5. SASH SIM BLOCKS OF THE ADJACENT TABLE NTH A BOLD ITALICIZED -W IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PSF. 6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS - TABLE KEY: JAMB BELOW MTG. RAIL z N 58705 I IM 1 13 - 14 1 4032-20 <�] EXTERIOR INTERtORr_N> l,Y4' MIN. EDGE tACON ANCHOR)— IALL HEAD AND SILL DETAILS) 2-10MIN. EDGE CONCRETE ANCHOR EFLEX ANCHORU— (SEE NOTE I & 3) 2xWOODBUrK (SEE NOTE 3) 3.36 K,!Rl EMTIN. CONC E 1 W4- MIN. OPTiONALIx WOOD SUCK (SEE NOTE 3) 1-1/4' MIN_ EDGE (CI 1,V4' MIN. EDGE (COI 114'MAX. SHIM I SHIM HOR 1. FOR CONCRETE APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MIAMI-DADE COUNTY 2&3) APPROVED 1/4'ELCO ULTRACONS OR lf4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4* FOR ULTRACONS INTO CONIC.. 2-10 E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 1"MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 912 STEEL SCREWS (G5), 1/4' SS4 CRETE�FLEX FOR DETAILS B & D OR 0.131 -0 x 2112' COMMON NAILS (F1687 NIL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE 1. STYLE 10—FIN MOUNTED ONLY (SEE DETAI LS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE 'IN TOTAL THICKNESS IS LESS THAN I V2� Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE F_�E INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS bt ARE 1 Ifl- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE �1/:4T ENGINEERED By OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM W�TS AND A MINIMUM OF Ite THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS. DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF W KSI AND A MINIMUM OF.046 THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x t-i F-1-374- MIN. EDGE (ULTRACON IWO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL 2-1 � MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX IWO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MY BE USED lie MAX. *Mt CONCRETEANCHOR, A �'PH BELOW MEETING RAIL. (SEE NOTE 2) ANCHORS ARE NOT REQUIRED ATTH SILL OF FLANGED UNITS. 1318" FLAT HEAD ANCHORS. WHERE REQUIND. MUST HAVE 012 TRIMFIT HEADS. MIN. 7: MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE ml —I' M_lN`EDGE FLORIDA BUILDING CODE. 335 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' j_r5/8'MIN. EDGE MAX �iBEDMENT SHIM .131' DOL MIN. x2l/2'NAIL, AT CORNERS AND S' O.C. WOOD ANCHOR. FHBELOWMEETING RAIL. (SEE NOTE 2) INTERIOR (M_l_JAMBDETAJLS) EXTERIOR 15 FRAME .131* DIA. MIN. x2112-RAIL, AT CORNERS ANDYO.C. L.131- DIA. MIN. T x2112'NAIL, f�q 1:4j MAIL AT CORNERS SHIM AND 5'O.C. DETAIL F, (HEAD) DETAIL E. (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 10707ECMDLWYDRI� N. WNIU. ft mus (941)4�lw cew.of�.. 114' ---[MAX. SHIM DETAIL G, (SILL) 14 , 14 58705 0 8 EOF PRION NON -IMPACT NAL T__ A LY 00t 402-20 1 G FL PAE # 587