Loading...
HomeMy WebLinkAboutNOAMI®DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION 'r (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy PGT Industries Inc. SCANNED 1070 Technology Drive, BY North Venice, Fl. 34275 St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Jrr 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: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact', sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and sealed 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. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/FBC, as applicable are required. Limitations: 1. Use of Table 1, requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Max %4" nominal air space is applicable for I.G. glazing with Truseal Duraseal spacer. 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", 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 he available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-0726.03 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY rile OAWNo. 15-0609.10 —Expiration Date: May 22, 2018 Approval Date: August 13, 2015 Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N, titled "Alum Sliding Glass Doors-Non-Lnpaef', sheets I through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under files # 12-0726.03 /#11-1018.11 / # 08-0213.03) 1. 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 Report No FTL-5095, dated 12-13- 06, signed and sealed by Edmuirdo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATION$ 1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC-214 (51h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04. 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(51h edition) and letter of no financial interest, prepared by PGT, dated 05/29/15, signed and scaled by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 12-0726.03, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. f1 shaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0609.10 Expiration Date: May 22, 2018 Approval Date: August 13, 2015 E-1 GENERAL NOTES: NON —IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: B. 3/16' TEMPERED GLASS. TEST REPORTS FTL-3116, FTL3117, FTL-4277 AND FTL-5095. C. 114' TEMPERED GLASS. TEST REPORT FTL-3102. D. 618" INSULATED GLASS (I.G.); (2) LITES OF 3116" TEMPERED GLASS WITH A 1/4" AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4286 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 3. ' 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: THE 33113%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 FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL,3102. FTL•3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275, FTL-4277, FTL4280, FTL-4285, FTL4341 AND 5095. >ELCO ULTRACON AND CRETEFLEX NONS >ANSIIAFBPA NOS FOR WOOD CONSTRUCTION Jol >ALUMINUM DESIGN MANUAL " S. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 36, 37. & 131): a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. b. HARDNESS: 70 SHORE A c. SPECIFIC GRAVITY: 1.43 d. TENSILE STRENGTH: 1450 PSI e. ULTIMATE ELONGATION: 380% I. MODULUS @ 100% ELONGATION: 590 PSI 9. TEAR STRENGTH: 210 LBBN 3116" TEMPERED GLASS 39 318' GLASS BITE 40 1/4' TEMPERED GLASS 3/8" GLASS BITE TRUSEAL DURf SPACER (fYP.) 3/16" TEMPERED GLASS 3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS GLASS TYPE B GLASS TYPE C 130 NOM. 5/8" I.G. P.O."151J NOI(." PLw" V@ibly Better AIR SPACE 3116" TEMPERED GLASS 3/8" GLASS SITE 5/8" I.G. GLASS GLASS TYPE D ALUM. SLIDING GLASS L yea, mN scossao TS ewe 1 1 16 757 NOA DRAWING MAF SHEET GENERAL NOTES_ ..... .... 1 GLAZING DETAILS ............ 1 DESIGN PRESSURES....... 2 CONFIGURATIONS........... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 6-8 "X" 8'O" CLIP INSTALL.... 9 PARTS LIST ....................... 10 AODUCI'P isED ��IM� Nth IM 1b°Ma Aika cd.No1s�¢� f u IIk , MEM LYNN..74e * '• N.. 68705 E 5 _•. TIC`S''•; °GORION: �G\'�'� I A LYNN MILLER, P.E. P.EJ°SBi05 COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDEO SILL, 2112" HIGH >EXTENDED SILL, 2112" HIGH INTERIOR >SINGLEIOOUBLE INTERLOCK (OUTSIDE) >SINGLEISINGLE INTERLOCK >NO REINFORCEMENT (SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT (SEE SECTIONS ON SHEET B) Rs GLASS TYPES: GLASS TYPES: B. FTL3117 & M-4277: 3116' OR 1/4' TEMPERED C. FTL-3102; 114" TEMPERED D. FTL4280 8 FTL-0265; 5/8" TEMPERED I.G. (3118'T, 1/4-SPACE, 3/16"T) D. M4273 & FTL-4275; 6/8" TEMPERED I.G. (31187,, 1/4'SPACE, 3/16"T) OVER-ALL DOOR HEIGHT NOM. v� OVER-ALL DOOR HEIGHT EXTERIOR NOM.J-127 EXTERIOR PANEL g a ° SINGLE/SINGLE PANEL6°) 04' Q°) 90" pa) g8' (80) 80 (8) 84" Q°) 90' (7°) �" (8) WIDTH- SINGL OUBLE WIDTH G INTERLOCK B +05.0 •98.8 +65.0 -70.0 +64.6 •64.6 +80.0 -80.0 RQ .1+65.0-I .0+65.0 .1108 +65.0 -102.9 REINFORCED EINFOR C24'(2°) REINFORCEMENT 24(2°) +85.0 -107.1 +85.0 -80.0 +B5.0 -73.8 +65.0 •68.6 -130.0 +85.0 130.0 +85.0 -120.0 +85.0 -111.4�"(2e) B +85.0 32.7 +58.4 -58.4 +53.8 33.8 +40.8 -09,0 30" (28)-108.3+65.0 -100.2 +65.0 -92.2 +65.0 -85.3 D +65.0 -89.6 +85.0 T- +61.4 -61.4 +56.9 -56.9-115.2 •100.5 +850 -898 +85.0 -82.4 +85.0 -72.3 +50,9 50.9 +48.7 -08.7 +43.1 -03.1 -92.g +65.0 -87.3 +15.0 30.0 +85.0 -73.8 38" 38" (30) (3q +85.0 -"00.8 +85.0 -94.5 +05.0 -66.7 +85.0 -80.0 D +65.0 -78.3 +58.2 -SB.2 +53.3 53.3 +49.2 -49.2 D B +65.0 •05.1 +45.7 45.7 +41.7 -41.7 +38.4 38.4 42° (3°) C +65.0 .78.4 +65.0 -78.4 +65.0 -71.6 +65.0 -85.8 e 42" (3) D +85.0 -70.5 +52.2 -52.2 +47.7 -07.7 +43.9 -43.9 D +65.0 .84.9 +65.0 •84.9 +85.0 -77.5 +65.0 •71.3 B +60.0 -80.0 +420 -02.0 +38.2 •38.2 +35.0 -35.0 C +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 .80.0 48" (4q 48' (40) D +65.0 •65.0 +40.0 -0B.0 +43.8 -03.6 +40.0 -00.0 D ,+85,0 -65.0 +85.0 -05.0 +85.0 •85.0 +85.0 -65.0 ROD,UCt ,,,R t'.ItDW FbAir ^06�9•�O No1S &"won alle_� \^n COMPARATIVE ANALYSIS: TABLE 2.� �+e+ >EXTENDED SILL, 2112" HIGH lB.rlDtr INTERIOR >SINGLEISINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES: ES 1 & 2 B. FTL3116; 3116" OR 114" TEMPERED P05. D. FTL-0341; 518" TEMPERED I.G. (3118"T,1/4"SPACE,3116M DESIGN EXTERIOR PRESS. NOM. OVER-ALL DOOR HEIGHT (P5.0 EINTERIOR PANEL 60" (Ba) 84" (7°) 90" (71) 96" (8°) SINGLERLOCKLE +85.0 WIDTH (9 .IdI.E +35.3 24" (20) B,D +65.0 -105.9 +65.0 -100.0 +65.0 •92.3 +65.0 -85.7 REINFORCED NOT 30' (2°) B,D +65.0 -88.8 +85.0 -83.5 +65.0 -70.8 +65.0 -71.1 NOTES: RATED 36" 00) B,D +65.0 -77.4 +85.0 -72.7 +85.0 �8.7 +61.5 -61.5 I. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2112" HIGH AAAAII �IIIIIt 111C i� 4Z' 35 B,D +85.0 -85.3 +85.0 •S5.3 +59,8 -59.8 +54.9 •54.9 ( ) SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4' SILL. ``� SON . VGENSF '' 46' B,D +50.0 1 -50.0 +50.0 •50.0 1 +50.0 50.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED ; ;`°P �';' '•, �; (40) No. 50705 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE 9590 SHOWN IN TABLES I THROUGH 3 FOR THE RESPECTIVE SIZE. ;-0..� )5 ;'�9 Fx 10207 IL SILL W. vs vp DESIGN PRESSURES, NO FORCEMEN \ I F P�-T ✓.i.. ' WWII M CH4WETNISSHEE7� SLIDING GLASS DOOR,NON-IMPACT/��SS/�NAL NOKOM'A�00 TTS 1E���` L.M. &TW5 N NOCNANWWISSHEET [2166 Barter ALUM. os+eee - --' - NTS 2 d 16 757 N P.O.S fall NONONfS, Fta 4 A. LYNN MILLER, P.E. P.E.a 55705 a... F.H. n.s SS/SSIm J.J. 04U ��Sp CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINAL R.H. LOCKSTILE R FIXED L.H. LOCKSTILE INTERLOCK WIDTH PANEL TYPES IS 441/8". A INTERLOCK 2. MAX. DLO HEIGHT = 913/4" 6 R.H. R.H. INTERLOCK INTERLOCK S FIXED LOCKSTILE STANDARD ASTRAGAL 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN C TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 AND 12 OF THIS NOA. R.H. INTERLOCK REVERSE ASTRAGAL T REVERSE ASTRAGAL FIXED LOCKSTILE EXAMPLE MAXIMUM CONFIGURATIONS: III-----��' INTERLOCK U REVERSE o'er—I'L-- LOCKSTILE A. EIGHT PANELS FOUR TRACKS (CENTER MEET) D LOCKSTILE R.H. ASTRAGAL B. FIVE PANELS ONN F FIVE TRACKS (BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E L.H. R.H. V FIXED FIXED LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. INTERLOCK INTERLOCK CC �� F L.H. L.H. W DOUBLE INTERLOCK STANDARD ASTRAGAL INTERLOCK INTERLOCK DOUBLE Y FIXED DOUBLE INTERLOCK GIXED LOCKSTILE INTERLOCK LOCKSTILE H ry00VCCREVISFA .�lyr�.ln lM RoHY INTERLOCK INTERLOCKZ LOCKSTILE LOCKSTILE H, - 60 .lo DOUBLE IGI---I�� DOUBLE INTERLOCK I l---I INTERLOCK CCC YR DOUBLE FIXED INTERLOCK LOCKSTILEa.-- E,yYA ale b J LOCKSTILE STANDARD ASTRAGAL GR DOUBLE LOCKSTILE INTERLOCK I �---1 I K INTERLOCK LOCKSTILE LR EVERSE ASTRAGAL R.H. INTERLOCK L INTERLOCK — u ASATRAGAL WR ASTRAGAL DOUBLE I INTERLOCK H DS DOUBLE�G�L—_I�J,I M LOCKSTILE �� INTERLOCK INTERLOCK INTERLOCKII I� INTERLOCK .�N�LYNN Af/�������: ASTRDAGAL L.H. SD L.H. DOUBLE INTERLOCK N INTERLOCK INTERLOCK `: `�� •' SGENSE'•.�FP f No.58T05 TERLOCKKSTILE R.H.9�"; D - - �. x.,s� iF.K6 L PANEL TYPES ALUM. SLIDING GLASS DOOR, NON -IMPACT M N a=1— NOImMLs,n JIZM Vk;bty Bc,rc. sM.w+rso.�^+'�^1,�P.E. N JJ. SGGzsoG NTS 3 d 15 757 P.E.V smos4 44 1!8' MAX. DAYLIGHT OPENING FOR 48' NOMINAL, ALL CONFIGURATIONS 80' YO O MAX. HT. a a 48' NOM. MAX. PANEL WIDTH T^� 48" NOM. MAX. PANEL WIDTH i pXXP pXXXO or OXXXp NOTES; 1. SEE SHEET 3 FOR PANEL TYPES. 2. DLO WIDTH = NOMINAL WIDTH - 3 7/8" 3. DLO HEIGHT DOOR HEIGHT -41l4' Ml6UUEf REVISW �ao�PbMMMIN Pb�i4 fidEbp CoM Amp.�eNo,f„� pLp$.Id sytri. e�rc rf 48- NOM, MAX. PANEL WIDTH T^=i 48" NOM. MAX. PANEL WIDTH OXO OXXO or XXXX O O 1 96, 39' MAX. Jy� 48' NOM. MAX. PANEL WIDTH T�i 48- NOM. MAX. PANEL WIDTH XD or pX OX Or XO DXXXO Or OXXXD = A' No. 58705* Fx� IWM7 if No cwwoErx�ssHeEr EXAMPLE ELEVATIONS TE � 1P70TECIINOLOSYORA'E ��'• F(ORIOP,.0 J.A ' i'wvff M OcffANWMISSHEE7 NOKOMtS.F151P76 PST ALUM. SLIDING GLASS DOOR, NON -IMPACT ,"'%NA, Lb Is N NOOHNlGETH135HFtT HOKOtAIS Rf�v� 1216h a�Na. "�" "` �` °w1p16 "^ A. L1/rlr✓ABt3�d.`PF. a..,er ar cn.a.a oaa souzsss NTS 4 a 18 767 N RE958705 FIL OY08�00 Jd UW7,V6 MAX. r7M14"X. 80' GHT H�ING DLO HT. DLO WIDTH 913l4" 98 DAYLIGHT 212 F u r 1 ;T-j — TRACK HEAD & SILL SHO 1214 21155 EXAMPLE MULTI -PART EXTERIOR FRAME millmillso 54174' MAX. MAX. DLO HEIGHT ALL ALL CONFIG. CONFIG. NOTE: MAX. DP Wl 1 314" SILL=+35.3PSF VERTICAL SECT. STANDARD SILL 212 r u r 1 216 (5u — TRACK HEAD & SILL SHO i 74 215 217 EXTENDED SILL Rasoxim N➢ WlAa wm EXAMPLE MULTI -PART INTERIOR FRAME EXT. INT. monucrnvtM r rv�O4r4•h�MPoAY b.w.`c.5. AtapwnNo�Q(L�•�D EyYMYr D�Ie�$ NOTE: ITEM 74•ttt4rtrt4r rladwtc� INTERIOR SILL IS NOTAPPROVED WHERE WATER INFILTRATION IS EXTERIOR REQUIRED. MINE LYNN A,>/ VERTICAL SECT. No. 58705 INTERIOR SILL VERTICAL SECTIONS 5 ALUM. SLIDING GLASS DOOR, NON -IMPACT ,`cs/p��q� vru+er eao o.w.� a.. A�LYNN MluL �.E. SGD250J 112 5 n 15 757 N P.E.058705 SECT. A -A SECT. D-D — ° l SECT. E-E _ 4 INTERIOR (ALL SECTIONS) — — — — Q ° ° EXTERIOR SECT. B-B SECT. C-C SINGLEZSINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) W U OR106 SECT. A —A MOVABLE INTERLOCK AT P—HOOK 6 V X 8 OR O SECT. B—B MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 I v OR 8 AIR SPACER, TYP. ALL SECTIONS X 24 OR 121 OR 101 SECT. C—C LOCKSTILE AT ASTRAGAL ( 1 ) OR f01 X OR O �J USED ONLY WITH FIXED PANEL, S m 1-T f ceNSF'••.Ep SECT. DD—D SECT. E—E ;` FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB - , * - =_33 BM eF F.K o,le /WR'B) BM,nr m NOGWWGEMI3SNEEr °cwwGE MIs aKEEr IBde91P P T _—ALUM. y,tm� HORIZONTAL SECTIONS, TABLE 1- DPS SLIDING GLASS DOOR, NON -IMPACT RID NAI. E�G�cy` ��III �r.'ta+a++ L.11. me W2&16 8vms N NO CHANGE MIB SHEET P.O. BOX IB2B NOXOMIB, a W74 VAlbb Been y,wy,� gy. v2 ar, y B ie o.+aw i$% �+ N 11++, ALYNN1((�K P�E P.E.p 58rB5 P'X F.K. or Osmani JJ. 8w: oePo2op SODT650 SECT. A -A — SECT. H-H SECT. E-E 4 INTERIOR o o — (ALL SECTIONS) _ EXTERIOR — SECT. F-F J SECT. G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) OR 106 SECT. A —A MOVABLE INTERLOCK AT P—HOOK M X X Q f06 OR O SECT. F—F MOVABLE SINGLE/SINGLE INTERLOCK 76 AND a I 0 OR 8 �`- AIR SPACER, TYP. ALL SECTIONS X SECT. G—G LOCKSTILE AT ASTRAGAL X OR O USED ONLY WITH FIXED PANEL, 0 OR 8 SECT. H—H �l FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E—E LOCKSTILE AT JAMB •orEcxxocoorowve FIUttILUNIHI SCLJ IIVIVJ, IiDLCL—L NGKGAM,FIS 5 r_ ALUM. SLIDING GLASS DOOR, NON-1 P.0.SOK 19A 4yyy. do P.,e m+vw NGXGMI3, FLSLPl1 VBlbly Be!!er SG01640 i/s 7 e 16 757 rypDUCf REYISYA p aaPdbf��A°Ar E.i++e' ale MN� P1�1 I'LL IIIIIIII// No. 58708 : G, TE0- A. LYNN MILLER, P.E. P.24 50]0.5 I SECT. A -A - SECT. J-J SECT. E-E _ 4 INTERIOR of — (ALL SECTIONS) EXTERIOR - SECT. 1-1 SECT. G-G J SINGLEZDOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) I= U OR 8 SECT. A -A MOVABLE INTERLOCK AT P-HOOK 76 AN 0 OR 106 X X 33 OR 134 SECT. I - I MOVABLE SINGLE/DOUBLE INTERLOCK 134 OR 33 SECT. J-J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK P.O. BOX 1=9 NOKonIA a.W14 SECT. G-G LOCKSTILE AT ASTRAGAL X OR 0 USED ONLY WI' FIXED PANEL, OR & SECT. E-E LOCKSTILE AT JAMB SOMM 1 112 1 8 > 16 1 757 X 1AOWiC���� `\�Nniurry,/ . Q2. .. • dGENSg •.. P No. 58705 0 G�z'. ��'SS�OiVAL r��•`• A LYM MUER. RE REM 50705 (1) TRACK CLIP ASSEMBL' ON EACH ACTIVE PANEL I POSITION TO SECURE THI ITS RESPECTIVE SILL TR! SNSE7 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB OPERABLE PANELS P.O. BOX 15 NOXOMIS, AW7/ // �/ F e 78 63114T INSTALL Wf 32" #10x1' SMS (2) 1 (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD � 1 \ Q INSTALL WI#10x1° SMS (4) III v �RE-INSTALL#10014" PANEL SCREWS (2) (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS TRACK CLIP & FIXED CLIPS INSTALL ALUM. SLIDING GLASS DOOR NON-d s zua 500 112 1 9 d 16� 757 Wl #iOx1° SMS (4) ALL 114-20 CREW (1) PRODUCtREVIEW nemo64 h�XY Flow Amvftm.Nc.-(r,97M9 o ►+rYeIW DM !4F I l tl. bd Ms�I r co�trl UGENSp'., F9 . No. 50705 �.S TE, a rm4 I PART DESCRIPTION PGF# Il'FM PART DESCRIPTION PGDI 1 708 LOCKSTILE,MONOLITHIC 69362 62 522 COLONIALIN'I'FRSECTION 41630 63 11r4 APPLIED COLONIALMUNTIN 66631 2 LATCHASSEMBLY OCK MOCK 64 1240 1/16X IFLATBAR 68926T52 3 LATCH ASSEMBLY (DUMMY)7DUMY 66 754 TRACK CLIP GUIDE 4I754B/W 4 # 10-32 X 1.25 PH. FL. MS (E.AT 71114K 67 756 TRACK CLIP COVER 6756B/W 6 705 INTERLOCK STD. ,MONOLITHIC 69409 68 #6X3/8 PP SMS IB-8 SS PAX 7 1119 # 10 X.750PH. PN. SMS -S.S. 7S134X 69 740 HOOKSTRIP -HOOK 6371376X3 63713 8 1/4-20 X 1.125 FH. FN. MS 71420X118PPMSX 70 722A HIGH-RLSETRACKADAPTER 69371 9 1209 WSTP,.187X320-PILE 6FELTK 71 702 2-TRACK HEAD 69179 11 706 TOPRAIL,MONOLTTHIC 68172 72 703B 2-TRACK EXTERIOR SILL 6703B 12 1281 WSTP,.187X.290FIN SEAL 61281W 73 704 2-TRACK JAMB 68180 13 7258 TOPPANELGUIDE 41801 74 637 2-TRACKWCFRIORSILL 68275 15 707C BOTTOM RAIL, MONOLITHIC 68173 1 76 717 FIIGIDPANEL CLIP TOP 7LA13A 17 726 BOTTOMPANEL GUIDE 41802 77 717B F1X®PANEL CLB',BOTTOM 7717FPCA 18 661 SINGLEROLLERASSY. 7SRAZ 78 646 FIXED PANEL BRACKET 41814 19 661 SINGLEROLLERASSY.-S.S. 7SRAX 90 1136 #6X1/2PPSMS 76X12A 20 683 TANDEM ROLLER. ASSY. 7683Z 21 683 TANDEM ROLLER ASSY-S.S. 7683SS 101 736 LOCKST I.G. GLASS 60392 23 609 ASTRAGAL, MONOLITHIC 68315 106 735 INTERLOCK STD. I.G. GLASS 60393 24 720 ASTRAGAL D. MONOLITHIC 69492 Ill 618 TOP RA I.G. GLASS 69088 raouuctasv�s+n ".w.gria.n�n.� bmmsa / ;Iwo 26 653 LATCH KEEPER 7SDKEEP 115 619 BOTTOM RA LG GLASS 69089 27 653 LATCH KEEPER -S.S. 7SDKEEPX 121 737 ASTRAGAL I.G. GLASS 60394 28 48 X.312 PH. TR SMS 78X56A 130 518" I.G. GLASS; 3116" TEMPERED 1/4" SPAC 3/16" TEMPERED 29 729 JAMBUMPER 72087K 30 #6X.375FH.FN. SMS 76X38PPA 131 1006 GLAZING VINYL -INSULATED GLASS 658GLX 31 663/664 BUMPERSHIM .0300R.060 41831 134 745 DOUBLE INTERLOCK STD. I.G. GLASc 60551- 33 734 DOUBLE INTERLOCK STD.), MONO. 69494 201 629 l-TRACKHFAD,POCKErDOOR 68176 36 1007 GLAZING VINYL -3116 6T304 202 628 1-TRACK JAMB POCKET DOOR 6628 37 GLAZINGVINYL-1/4 614GLK 203 666 OPT. SCREEN RA POCKET DOOR 61394 39 3/16"TEMPERED GLASS 204 627 1-TRACK SILL,EXT. POCKET DOOR 68178M `�illi"I' 40 U4"TEMPERED GLASS ��Ed 208 631 3-TRACK HEAD 68182 42 645 ADD -ON STTLE OXO ONLY] 69112 209 632 3-1RACK JAMB 68163 45 755 112 X 15/8 RERJF. - ALUM 6755M 210 633 3- TRACK SI I, EXT. W/ SCREEN RAIL 68184M 46 1214 1/2X1114REINF.-ALUM- 61214M 211 613 ADD -ON TRACK HEAD 68187 49 749 RETNFORCEMENTSPRINGCLIP 71040 5 212 614 ADD -ON TRACK FOR FRAMEHEAD 68185 51 ]040 MORTICE LOCK EAD LATCH 71040 213 617 2-TRACK FRAMEJAMB,ADD-ON 68188 52 1040-2 MORTICELOCK(DEADLATCInS.S. 71010X 214 615 3-TRACKS ADD -ON 68189M 53 CYLINDIItIHOUSINGASSY. ORTI 70288K 215 6l6 ADD -ON TRACK W/SCREIN FOR SILL 68190M 54 1016 #8X.625PH.FL.SMS 7856ZA 216 634 ADD-0NHEAD 68186 55 657 BACIGN PLATE ORT! 41830N ....N'. ........... _ No.55705 `•.>` —�; ;'AO�. S o 15,: lL 217 635 ADD-ONSILL 68191M 56 1045 MORTICEHANDLESET 71045 218 638 LOW-RISE2-TRACK SELL. EXTERIOR 68952M 57 COVERPLATE 7VT43 220 636 I-TRACKSII.L,INTERIOR 68274M 58 659 MORTICELATCHKEEPER, 7SDSP5X1 222 671 LAW-RISBI-TRACKS EXTERIOR 60803M 60 1239 3/16"APPLIEDMUNI'IN 68421 61 665 COLONIAL ENDPIECE 41628 225 732 HIGH-RISEETTRACKADAPTPR 68313M F.K. IMFSI " �NO CHANGE MIS SHEET CHAH'OETH/SSHEET Tom TECHNOLOGY '0A1S'a"1° P.O. SOX I6S) NOXQNISRSOY4 �_ Vb1bly Better PARTS LISTS ��s'`�,•''•�C��� ......... ''S;ONAL Ir11111I'1II A. LYNN M'LLER P.E. P.E45ETos .0 1n1yn M _ ALUM. SLIDING GLASS DOOR NON -IMPACT LM. &=5 N NOCHANOETHIS SNEET so>usoa NTS 10 d 1B � 757 N F.K.- 0 -1.8901- -I .8901- 062 1.31.375 .061, �1 1.036 if 15001— I.G. TOP RAIL TOP RAIL MAT'L: 6063-T5 MAT'L: 6063-T5 111 #618 (B #706 r--2.310 2.310� .093 093 1.I 1.I- 816 G EDOUBLE INTERLOCK STD. DOUBLE INTERLOCK MATL:6063-T6 MAT'L: 6063-T6 134 #745 33 #734 �{ 1.036 I---+14991� .062 .062 2.438 2.4I38 L L I.G. BOTTOM RAIL BOTTOM RAIL MAT'L: 6063-T6 MAT'L: 6063-T5 115 #619 15 #707 I �- .500 —1 15001�-- ts11,� 1sso� 45 REINFORCEMENT 46 RE FORCEMENT MAT'L: 75563-T6 MAT'L: 12043-T6 ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" 2.845 1.575 51 I.G. ASTRAGAL MAT'L: 6063-T6 121 #737 2.845 �- 2.437 1 1.032 062 OI G L: 6063LE 1 101 I.G. L: COST-T6 #736 2.437 1 1.032 062 rf O STD. LOCKING STILE i MAT'L: 6063-T6 #708 .55 H.D. ASTRAGAL OMAT'L: 6063-T6 23 #720 O 0 0 0 I 1.750 1.000 1� Ll .�J_ 0 0FIXED PANEL CLIP, BOTTOM MATL: 6063-TS #717B P.O. SOX 1528 NDXOMIS, a U274 O 0 I 0 0 I I� 1.750 �-1 1.000.760 �- .,25 GFIXED PANEL CLIP, TOP 76 MAT'- 6063-T6 SGD2500 I NTS 1 11 ✓ 16 1 757 U45[' 1 — 2.310 --{1 I.G. INTERLOCK MATL: 6063-T6 10 #735 F— 2.310 —1 1.446z 093 STD. INTERLOCK MAT'L- 6063-T6 O #705 PRODUCE REYMM ow ./D NY. LYNN ' No. 58705' %l7 5 ATC 7/j\ '�;S7oNAL FN�`' P. LYNN P.E. PEA S5705 I- 1 �— 3.624 1.000 II -- l' — .062 2.500 T1.ANNCCHOR. REF —.{ IIF" HOLES .062---�f•- 71 2 — TRACK HEAD 70 HI —RISE TRACK ADAPTER MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A 1 1 3.500 —OB2 { ��j' 2.3Z .687 Li 7FO60ANC REF. ANCHOR HOLES 73 2 — TRACK JAMB O HOOKSTRIP MAT'L: 6063—T6 69 MAT'L: 6063—T5 #704 #740 1.687 REF. —�I ANCHOR qr 062 HOLES 1.750 . .750 I ' 203 OPTIONAL SCREEN pg2 ham--- 4.676 062 RAIL, POCKET MAT'L: 6063—T5 #666 72 2 — TRACK EXTERIOR SILL MAT'L: 6063—T6 #703B .550 —^1 1----TT 1.687 REF. T ANCHOR HOLES 1.750 062 _� 1 ' 682 AT .050 III+ I �� 225 HI —RISE TRACK ADAPTER 1� 3Z MAT'L: 6063—T5 #732 74 2 — TRACK INTERIOR SILL MAT'L: 6063—T6 #637 P.O. BOX lbw NOXOM(S, R U274 80O26o0 I NTS 1 12 • 16 1 757 r�*W.fttticFww bwom Cad 0 N�D�tt QY� "lluu4t ONY LYNN 4, 77'�ii fc No. sa7os 3� S;�NAL. ' ,. L - - 5.218 11 1.000 ri.750 I .062 -+{{ - 208 3 - TRACK HEAD MAT'L:#6363-T6 062 1 .687 5.094 J 209 3 - TRACK JAMB MAT'L: 6063-T6 #632 ADDED FRAME COMPONENTS I Fes-- 4.016 1 .950 .750 I .062 ��- 211 ADD -ON TRACK HEAD MAT'L: 6063-T6 #613 062 I 687 3.187 2 - TRACK FRAME, 213 JAMB ADD -ON MAT'L:#6063-T6 61 _ 1 .062 1.250 J_ 1.250 .562 ,0621 .562 11 1 96.184 T Ir 5.582 3 -TRACK SILL, EXTERIOR 214 3 - TRACK ADD -ON SILL 21p W/ SCREEN RAIL MAT'L:#6063-T6 MAT'L.,, 6333-T6 1_ 062 .562 I-- 2.446 215 ADD -ON TRACK W/ SCREEN FOR FRAME SILL MAT'L:#6063-T6 61 L- 062 ,562 T- I-- 1.844 217 1 -TRACK ADD -ON SILL MAT'L:#6363-T6 1 .062 .562 r 3.798 2 -TRACK SILL, 119 INTERIOR W/ ADD -ON MAT'L:#6373-T6 P.O, BOX 1w NMOMM, a U274 Lr - 3.002 1.000 II II T u �u� .062 II ADD -ON TRACK, 212 FOR FRAME HEAD MAT'L:#6063-T6 440 062 625 2.394 r_T 222 1 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MAT'L:#6763-T6 Imo- 1.800 -A 1.000 .062 +II1 ADD -ON HEAD 276 MAT'L: 6063-T6 #634 L.062'440 ---1 I .562 .627 I 3.988 -�l_T 218 2 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MAT'L:#6363-T6 SOW" 062 582 T- � 2.204 1 -TRACK SILL, 220 INTERIOR W/ ADD -ON MAT'L: 6063-T6 #636 - NTS 1 13 a 16 1 757 .a.W1�a.6eoerlali "Sr"an •web n /6 Lybrlw mb in 22411-3 Aia4 M4 N1..rNN.y44", ,, *' No. 58705 * /� 2 1S'w /ONAL E �� A. LYNtI1AILL'E}E, P.E. P.E.988705 HEAD 8 SILL ANCHOR CLUSTERS • JAMB 6 P-HOOK ANCHOR QUANTITIES TABLE 4. NOTES: 1. ANCHOR TYPES: DP TABLE REF. > ___SHEET 2, ABLE I. S T 2, BLE 2. SHEET 3, TAB 3. 1)1/4' ELCO ULTRACON 2) 1/4' ELCO SS4 CRETE-FLEX 3) #12 STEEL SCREW (G5) GLASS TYPE > B, OR D B, R D C OR D INTERLOCK&> - SSN SSR S 2.GLASSTYPES: B-3/18"TEMPERED C-1/4'TEMPERED D-6/8' TEMPERED I.G. REINFORCEMENTHEAD& HEAD& HEADS ANCHOR TYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3. INTERLOCK AND REINFORCEMENT KEY: & SUBSTRATE CLUSTER CLUSTER CLUSTER SSN-SINGLEISINGLE WITH NO REINFORCEMENT. SSR NOM. pppOQ U OQ U U QQQv O U i U O U g O U U O U O i O O U O Z SDR- SINGLEIDIOUBL WNGLE I WITH FULL REINFORCEMENT. PANEL UNIT M $ v MI M i V m QjI v r3 ' 8 ,6 8 8'i 8. LO). 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: WIDTH x HT. - „1 d N 8 N N t`T N N N r• N N 24 . 000 x 80.000 C6 ! CB 8 8 B 5 5 1 4 CB C CB 8 B B 5 laterl—CS C8 8 B B 5 ' 5 JAMBS AND P-HOOKS SPACING - B' MAX. FROM CORNERS AND 28" MAX. O.C. 84.000 CB CA _ 18 4 _ 4 CBS CB _ _8 5 BC8 B 10 5 , 590.000 'C8 CB C4 B'j. 8" _8 :4' 4 4 C8 CB C8 B „8" 8,'.4,. 5 , 4. C8 C8__8 B ,0' _.0_5 _6HEAD AND SILL SPACING -6' MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 88.000 CB C6 C4 8' 8 4 4 1 4 CB C8 CB B b 8 4 5 4 CB 8 B 10 51 5 5 30.000 x 80.000 C8 CB CB 8 8 ,8 6 5 4 C8'CB CB 8 B S 6 5 4 C8 C8 C6 B 10170 8 8 _6 5. INSTALL PER ANCHOR QUANTff1ES OF TABLE 4, USING THE DIMENSIONAL 84.000 CB CB CA 8 B B 4 '4 4 CB CB C6 B AI B 5 5.j1 4, C8��C8 CB 1 10{ib 8 .61 5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.00D C8 C6 C48 B '8 4 4 �4 CBCbiCB "_8 B i B�{ 5I 4, C8(C8 LB 6 t0i,10 •6' 81 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK y .__ BB.G00 'C8• CBC4"e I ��•d•• •4• d Ca C8 CB ' A' �8' "9- -'$' "'I 4 Cl)'L�� C6 -'�" 10 i0 i3"' 6 SECTIONS. SEE SHEET 18 FOR POTENTIAL ANCHOR LOCATIONS WITHIN 38. 0 x 0.000 6 C CB 8-+�_ 8_ f_5 CB)C8 8 8 8 5 5 8 C8 C 10 10�1 8 8 SILL AND JAMS TRACK SECTIONS. Ba.D99 i A ;;�-s' ' dy EA TB 'ib i9 s . B_5 , ... _. ( 8' MAX 90.000 C6 C$ C4 �......8 �_ _4..._a..I.4. C�..C.. C8 W. _8 ..8. •'8 6 6"C'9"C6 CB 10 .g.. ...A �_fi. 9" ..�....a _8.._4 4" a �a� b"s' � ..�.. _8.....8..........4. ctia)• csi�o 6...0..'T .�- ANCHOR � MAX. 42. O x 0.000 6 C C4 8 8 6 CB)C 8 8 5 5 4 6 C6 C 10 14 6 ,8 i 5 LOCATION, 84.000 C"4'.c4 . . -�..4 8_ -�...4.....�.....4. c9jG�'S'�'L��.._8..0....e. �.......... CG"C6 C6 �0 '1 i.b...6. g....$.. TYR BD.000 C4 'C9 C9 , 8•) B . 8 -'4 E_ a' CCC�cd_ "'i�.. �e... ✓ 'T ..6.. _.5 C's' c8 c6"i�"io io "8" d6 ._.. ___. __. ._._ ___ t 86.000 C4 C4 CO B 8 8 4 4 i 4 C8 C6 rb4 8 el- 55 5' CB CB C6 10 10 10 B 18"8 L7� TRAGAL OR ►ROPU YID 48.000 x 80.000 C6 C6 C4 8 8 8 5 5 5 C4 C4 C4 B 8 ,8 4 4 .4 CB CB C4 8 ,8 8 ,5 5 5 AS d�pyLapwN�MPkdM 80.000 C4 C4 C4 B B_ _8 .4 4 4 C4tC4 C4 8 B 8 4 5 4 CB CS C4 8 B 10 5 5I'S INTERLOCK, TYP. (4)ANCHOR CLUSTER bMq� u /f 0 a •!D 80.000 C4 C4 C4 B 18 8 .4 4 .4 C61 JC4 ,8 .8 CB CB C4 10 10 10 6 8 5 do $ 1 . - .. J ... 96.000 C4 C4 CA 8 (8' "8 4 4 d' C6 C81C4 8 8 B 6 51 5 CB C6 C6 10 ANCHOR LOCATIONS, TYP., (2) PER HEAD & SILL MAX. 1 11116'MIN. O.C. NP. 48" NOM.T M. 48' NOM. 48" NOM. U U rANCHORO O EXAMPLE SOLUTION LOCATIOrc 28°MAX. HEAD&SILL=6"MAX. FROM (6)ANCHOR CLUSTER -CB T MIN. (2) Lp ANCHOR T PER AT rz LOCATION, O.C. CORNERS, 225H6' MAX. O.C. AND CB 98' 28" MAX. K 0: TYP., (1)--► AT EACH ASTRAGAL OR INTERLOCK. 18" MAX. 2-TRACK MAX. O.C. JAMBS. SO O PER AT JAMBS & P•HOOKS =8" MAX. FROM 8' L SHT. 16 FP-HOOK Y CORNERS AND 28' MAX. O.C. MAX. MULTI- OTOTAL AT HEAD = 30 ANCHORS p OTRACKS w xTOTAL ATSILL = 30 ANCHORSAPPLICA¢ p.TOTAL AT JAMB= 8ANCHORS(TOTAL AT P-HOOK= 5ANCHORSGE(8)ANCHORCLUSTER-CB�e°MAX.AX. O.C. HEAD/SILL CLUSTER LOCATION TNP.No. 50705 40" NOM MASEE C4, C8 OR C8 CLUSTER DETAILS CLUSTER DETAILS = '���x_ FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE 'e P T ANCHORAGESPACING�T FLVR�vP':0 F.K. 1p4BN7 L PXOOKMAxEPACINp4JANEMINJ,MULTbTRACKNpiE lommcNN wrpRNE "4�1'9 •"" 'e�`�; J.J. W. lalvll M OCNNJpETN18ENEbT NoxoM�aFLSM7E ALL/M. SLIDING GLASS DOOR, NON -IMPACT ��'��%�iNili0"�� ✓� P.Q BOx 16PB LM. 84ai4 N GEAN pRTYPE roIA7RACON NoxpM a'W74 VG/61y Better °i'Y A. LYPEA5 8002WO NTS 14 + 16 767 N a.easb7os �,. nemunu „ N.nvm I 3/8" MIN. —1 WOOD ANCHOR (SEE NOTE 1) ONCREAN (SEE NOTETEE) 1) 1' MIN. E.D.,A ) TYP. (2) 3.4 KSI MIN. CONIC. A 1- MIN. E.D., TYP. (2) — 1114" MIN. E.D. (2112" FOR —..{ 1.687 �CRETEFLEX), TYP. (2) (EXTERIOR) I O.C. 1,694 1 ix WOOD BUCK�11 O.C. (SEE NOTE 2)(EXTERIOR�:— 2x WOOD O.C. (SEE NOTE 2) DETAIL -C ll4'MAX. SHIM ---I I-- (EXTERIOR) DETAIL - F SEE NOTE 1. 1.5 KSI MIN. CMU 3.4 KSIRMIN. CONC. CONCRETE O.C. A ANCHOR 1314°MIN. E.D. (SEE NOTE 1) (21/2° FOR CRETEFLEX OR CMU) 1x WOOD BUCK (EXTERIOR) —7 TYP (2) (SEE NOTES 2) NOTE 1. 1 3/8" MIN. 1/4' MAX. SHIM DETAIL - D 2x WOOD - (SEE NOTE 2) ALUMINUM MULL ANCHORAGE APPLICABLE TO HEAD OR JAMBS (EXTERIOR) 178 AL. MIN. �6063-T6 �1/4"MAX. SHIM #12S S WOOD ANCHOR DETAIL -J (SEE NOTE 1) NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1, FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1/4' SS4 CRETE-FLEX EMBEDDED 1 3l4" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4' (21/2' FOR CRETEFLEX OR CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4° SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". WOOD BUCKS DEPICTED AS 2x ARE 1 10 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B. D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J). IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAYBE USED. 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. �g000CCgqV DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN, CONC. 1x WOOD BUCK, (SEE NOTE 2) NOTE 1. NOTE 1. —�I CONIC, ANCHOR WOOD ANCHOR i•"�''°� ( ) 1�'`•'�1% SEE NOT 1 NOTE 1 CONC. ANCHOR •`' .:� t ;;"''•'" (SEE NOTE I) ;1'•;;:�.:: ;i 1114° 'tii ;;: :' 1114° 1"MINI.© MIN. E.D. `�•+:•: MIN. E.D. E.D. II (EXTERIOR) (EXTERIOR) 114" MAX. 1.687 O.C. 1 NOTE 5) WOOD ANCHOR (SEE NOTE 1) . +,.a P3/8'MIN.. (EXTERIOR) 3/8" MIN. 1' MIN. E.D., TYP. (2) A ---111 I� 2x WOOD DETAIL-B (SEE NOTE 2) 2x WOOD (SEE NOTE 2) 1/4'MAX. 1.687 O.C. —ice r (SEE NOTE 4) (EXTERIOR)5+°;^'+i?,); NOTE 1. ���",7 1 3l4'MIN. E.D.(2 112' CONCRETE ANCHOR' J FOR CRETEFLEX), TYP. (2) (SEE NOTE 1) 3.4 KSI MIN. CONC. (EXTERIOR) DETAIL -G DETAIL -H DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS SHEET P.O. BOX lm NOXOMWS. n 34P74 DETAIL -A TYPICAL FRAME SILL INSTALLATIONS SGD25M 1 114 1 15 d 16 1 757 ISFD .0.`CI4 IIr AoAY Atx4Plree No O O •/U �6j�41Y�00h �. Wig C� +++\�NY LYNIV 4f,, "/, �1 ',GENSF'•.6P i 4 74 r No. 58705 STATESII D- li :'��u A. LykIiMIULVWp'.E. P.E.0 W05 JAMB INTERIOR 1.59 MIN. 0.. 7 6 5 4 3 2 7 l 1.59 6 MIN. O.C. ANCHOR LOCATION, TYP. 5 r 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: u U u 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, 2 SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER .l�P," U 1'Rcv191b DIMENSIONS FOR ANCHORS ARE 1.59' AT HEAD AND SILL AND 1.59' FOR JAMBS. IgYW�an?/ 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2TRACK 2� FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR TRACK SECTIONS. 3 4 n sz I A 4 I A •�_�Ilnt� 5 . HEAD/SILL EXTERIOR n HEAD/SILL INTERIOR II II ��oN......... n 4 SZ 0 4 4 Si 1t 7 Y: ' �icENSF'•.-Al 1.89No. 58705 1i IN.O. . i aA a. FK iM&D1 L REMOVEf•TRACKFRAME FRAME, POTENTIAL ANCHOR LOCATIONS cc ' ��:<ORIDA.•'\���� J.t ' laian �M cwwoE nussNEEt mmrl ,sasiz s'� P T '°� �'S`,S/C1NAL CMG, vo.soxlazs ALUM. SLIDING GLASS DOOR. NON -IMPACT LM. a?$NS N NOCNANOEMF3S EET NOx0000.19 , Vtrl6ly Berner °iw� — a °µ°me ""` A.LYNNMILL P P.E. s..2" 114 16 15 757 N P.E.nsn�os