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Home My WebLink AboutNOA, DOORS (2)DEr A L IVTENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOA;RR DE ADMINISTRATION DIVISION MIAMI-DA.DE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315�2590 F (786) 315-2599 wv,�w.miamidade. gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami�Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH:r 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 MiamiwDade 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, DESCRIPTION: Series "FD-101" Aluminum Outswing French Doars w/wo Sidelites-- E.M.Z. AT TIIENT: Drawing Na, 1100�-1 Rev G, tzt e ` A una. French Door & Sxdelztes, Impact", sheets I through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by POT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of A �itin datbvlieraml a oun ntrol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant l.im2razians: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item 422). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. EABEEINGo. 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 be available for inspection at the jab site at the request of the Building Official. This NOA revises NOA. #16-g629.17 and consists of this page 1 and evidence pages E-1 & E-2, a 1 as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October I8, 2422 raval Date: September 28, 2017 Page 1 L. Evidence subMxtted under previous approvals ke DRAWINGS 1. .Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 110054 Rev F, titled "Alum. French Door & Sidel.ites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. 'I`ESTS 1. 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 FTL4968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. 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 in diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL4864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11� 1013022) 3. Test report 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 W94 5) Cyclic Wind Pressure Loading per FBC, TAS 203�94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#114013.22) C. CALCULATIONS (Submitted under file #15�0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying witl�. FBC- 214 (Sty Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTM&-1300-02, 04 & -09. D. QUALITY .ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). Ishac� 1. Chanda, P.E. Product Control Examiner NSA No. 17�0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E�1 � � y 1. Notice of Acceptance No. 1.4-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 124231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. P. STAT�I�I�NTS (Submitted under file #15-052�.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. Cep c 1. This NOA revises NOA #x5-052�.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 1. Draw.ing No. 1.1005-1 Re�T G, Titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of IS, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. �. T)ESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated Q8/01/17, complying with FBC 2014 (STD Edition) & 2017(6t� Edition), prepared by PGT, signed and sealed u Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. ]D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). �. IV.�A.T]EJR.IAI1 CE]E�TIFICATIUI�IS 1. Notice of Acceptance No. 16�1117.01 issued to Kuraray America, Inc. {form.er E.I. DuPont DeNemours & Co., .Inc.) for "Trosifol: iJltra clear, clear & color PVB glass interlayer" (fo�-zmer "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 154201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saiiex Clear or colored interlayer", expiring on 05/21/21. F . STATEMENTS 1. Statement letter of conformance to FBC 2014{5�' edition), FBC 2017(6t�` edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. o. OTHER 1, This NOA revises � rene��rs NOA #16�a629.X7, expiring 10/18/22. ok 'Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 174504.01 Expiration Date; October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENUN DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 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 LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8A 1. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2} ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1, 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET, 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 3/16" HS GLASS 090" PVB1 OR PVB2 INTERLAYER 1 /8" AN OR HS GLASS 93 72 30 71 3/8" NOM_ GLASS STACK DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 -4 RATED FOR LARGE & SMALL ON SHEET 2 MISSILE IMPACT RESISTANCE j11�LC H Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. Embedment or Metal Thickness 1 1/4" Elco UltraCon® F =155 ksi, F� 177 ksi All Concrete (min. 2.85 Ks 1) 1-3/4" 1-3/8" Jamb Hollow Block ASTM C90 1-3/4" Concrete (min.-3.35 ksl) 1-3/4" 1-314" 2 ]"Fir 4" 410 SS Elco CreteFlexO =127.4 ksi, F =189.7 k All }follow Block - All Southern Pine (SG = 0.55) 1" 1-3/8" 3 #12 Steel SMS (Gr. 5) All Southem Pine (SG = 0.55) 9116" All 6063 T5 Aluminum 3/8" 118" 1) ALL ANCHOR HEAD TYPES ARE APPLIGAk3Lt. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CC)f1FS I STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 ° AISC 360-10 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS 1!2" GLASS 73 C BITE 30 71 a EXTERIOR 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN =ANNEALED HS = HEAT -STRENGTHENED TP =TEMPERED 7/16" NOM. GLASS STACK 1/Z" GLASS BITE a �y EXTERIOR 7/16" LAMI NOM. GLASS TYPE C, (PVB1)3 GLASS TYPE D, (PVB2) GLAZING DETAILS...........1 DESIGN PRESSURES...1.12 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... EXTRUSIONS ................... ANCHOR QUANTITY........?-13 5 6 I N STALLATI ON ................. 14-15 13/16" NOM. GLASS STACK HS GLASS 1/4"AIR SPACE 3/16" TP GLASS 91 74 80-83 30 3/16" HS GLASS 090" PVB1 OR PVB2 INTERLAYER 94 1/2" GLASS BITE �10R 13/16" LAMI IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOL"� PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. � F) REORGANIZED SHEETS AND y UPDATED TO FBC 20174 ADDED TABLE A & ALUM. SUBSTRATE. - JR - 04/10/17 No. 5&705 071 MATEF sZOJVAL A. LYNN MILLER, P.E. P.E. 58705 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X F E XX FRAME FRAME HEIGHT WIDTH 68 - 79 3/4" 7° - 83 314" "y 91 341 8° - 95 3/4" 3 ° 37 112" ° 71 3/4 +75.0 i -75.0 +75.0 1: .75. +75.0 -75.0 75.0 s -75.0 75.0 -75.0 1 /1D LC L. DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80- 95 3/4" 27 314" +75.0 -75.0 +75.0 -7&0 +75.0 -75.0 +75.0 .75.0 +75.0 .75.0 A 361/8" +75.0 -75.0 +75.0 -75.0 +71A -71.4 +67.6 -67.6 +64.2 -64.2 36 34' +75.0 -75.0 +74.9 74.9 +70.4 -70A 66.6 -66.6 +63.1 -63.1 C, D ORE 363/4 +75 - +1 -75.0 +75.0 -75.0e, FOR MAX. SIZES OF COMBINED UNI I S, Stt Jrltt I to I V- ia. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE _ +75 / -75 PSF SIDE LITE DESIGN PRESSURE =+75 /-75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 2611 X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE _ +43.6 / 43.6 PSF SIDE LITE DESIGN PRESSURE _ +47.2 / 47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME XX FRAME FRAME HEIGHT 6g - 79 3/4" 7° - 83 3/47 87 3/4" 91 3/4" a - 95 314" WIDTH WIDTH 2° 251/2" 4° 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 ; -52.4 +49.8 -49.8 +47A -47A 27112" 51 34' +54.9 € -54.9 +51.8 -51.8 +49.0 '; -49.0 +46.5 -46.5 +44.3 -44.3 29112" 55 3/4" +51.7 ; -5197 +48.8 -48,8 +46.1 ? -46.1 +43.8 i -43.8 +41.6 -41.6 26 31112 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 ; -43.6 41.4 -41.4 +39.3 -39.3 28 33112" 5a 63 3/4" +43.1 +43.1 -43.1 +41.5 -41.5 +39.3 ; -39.3 +37.3 -37.3 .-43.1 351/2" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 ; -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 ; -34.0 +34.0 ; -34.0 +34.0 -34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 70- 8331411 87 3/4" 91 3/4" 8° - 95 3/4" 10 3/4" +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 .75.0 12 3/4" +75.0 -75.0 +75.0 .75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 .65.0 +61.9 -61.9 +59.0 -59.0 A B, C, D 213140 +64.5L-35.2 +61.0 -61.0 +57.8 .57.8 +55.0 -55.0 +52A -52.4 OR E 27 3/411 +52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 42.6 361/811 +35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 36 3/411 +34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) OR DESIGN PRESSURE =+75 /-75 PSF SIDE LITE DESIGN PRESSURE _ +70.41-70.4 PSF OVERALL DESIGN PRESSURE _ +70A / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95 314" SIDE LITES DOOR DESIGN PRESSURE _ +34 / -34 PSF SIDE LITE DESIGN PRESSURE _ +34 / -34 PSF OVERALL DESIGN PRESSURE _ +34 / -34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-314" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3} DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY, 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. FOR 32" "X" DOOR WIDTH IN TABLE 31 USE 33-1/2") GLASS TYPES (ALL TABLES THIS SHEET): A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16 HS) C. 7/16" LAM (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAM (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/1611 HS) � G) NO CHANGES THIS SHEET. - y04/10/17 W z W EnW co o� CO CV z w O (9 IL Z LL x Z L9 O a oz� o06 z. N Y C7 T to A13b o � � O 0 3i°a O 1 c!) o � Z J -wj WuMo p .°N ~ JMp J w � 0 w O (V O w ra�vs O 0) 2 cn F- V cn Z Z w W � °i°'s o' O_ LL Z J o W `' Q O LL apil •°sap sauac Yc NsN��l No.58705Oft -gyp Ste': tv�\ FtORIDP. .,ASS/0NA� 11111111%`E� A.IYNN MILLER, P.E. P.E.# 58705 INTERIOR ✓IAX. OOR SAME .I GHT E � o Q > SL SECT. B-B VERTICAL INTERIOR MAX. SIDE LITE FRAME HEIGHT CLEAR-( EXTERIOR < . INTERIOR SL VIEW G-G CORNER ASSEMBLY AT HEAD/JAMB AT SILL/JAMB � G) NO CHANGES THIS SHEET. - y JR 04/10/17 o. 58705 TE <v; P,. ' R i �s 4OR10. �!N 0NAL A- LYNN MILLER, P.E. P_E_# 58705 IVIHX. '1C il'CHIVIC vv,v � n SPACING, SAME AS 3/4" JAMB ANCHOR SPACING 67 (SEE SHEETS 7, 8 AND 9) SEE NOTE 3, (22 THIS SHEET MAX. SL FRAME WIDTH --�{ i DLO ��111 62 -� SL SECT. E-E 62 66 HORIZ_ (DOOR W/SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAN D-ALONE 'X' DOORS. - MAX_ SL FRAME WIDTH-�{ SL SECT. F-F HORIZ. {SINGLE SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'O' INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: WIDTH: X' DOORS =DOOR FRAME WIDTH -5.646 7CX' OR = DOOR FRAME WIDTH / 2 - 4.079 HEIGHT: DOOR FRAME HEIGHT - 3.259" 2) SIDE LITES OVERLAP'X' AND')OC' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', VOX', ' 'X 'OXOXO', 'OXX' AND 'O: CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 21 SHEET 2. I7EM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE tO CONFIGURATIONS FROM TABLES 1 AND 2. � G) NO CHANGES THIS SHEET. - 04/10/17 a (7 Y O o � �7Dp � i to (n O z � cn �e W UMDJp ON ~ JMO W L ♦❑� //r IL W (n O N Z O � pI2a115 U W U J Z 21DDS LL O cJ- Q � Q all rl •Dsap sauas ��11111i11/�� No.58705 '- t44/��; cCORIDP.• GN��: TONAL ,\\ A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # PGT# DESCRIPTION 1 9438 6D411 FRAME HEAD 2 1010 64300 WSTP„Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLTSTRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STWKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X .500 PH. FL. MS - S.S, W151LICONE PATCH 8 995 70995 GASKET ETNEEN THRESHOLD &FRAME JAMB 9 996 70996 GASKET (BETWEEN HEAD $FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T--SLOT (AMSBURY#32011 13 11004A 611004M OUISWING THRESHOLD CHANNEL COVER 1d 11001A 411001A ACETAL SPACER .065 Q THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 Q THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER .140 @THRESHOLD, OPTIONAL 20 915D 60380 FRAME JAMB OU75WING) Zi 1010 6Q300 WSTP„Q-LON .190 X.375 HIGH 22 6606 66608M REINFORCEMENT, 1.000 X2.750 X 0.65D, 6061-TS 23 1140 78X112PSATS #8 X 1.50D PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 t118 710X34PFA #10 X.750 PH. FL, SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP &BOTTOM RAIL 31 911E 8911 DOOR PANEL, SIDE RAIL 32 917 7FRM0 HINGE EXTRUSION 33 1178 71058FP W,B #iD X.625 PH. FL SMS 34 913A 60378M '(BUSS CLAMP 35 1130 6TRODA 5116-16 THREADED ROD 36 990 7990NUTA 5116-1B FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7B34FPT #8 X _75 PH. FL. TEK 39 997 70997 GASKET BETWEEN PANEL HEADISILL &PANEL STILES) 40 1023 67924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SLIDE BOLTASSY. INACTIVE PANEL ONLY 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 60200K WSTP.,Q-LON .190 X.200 NIGH 47 929 74UBlOK LOCK SUPPORTASSY. (41707 & 417D8) 48 1139 7634E #6 X.75D PH. FL SMS 49 982 FD2PTAY 2 PT. LOCKASSY, 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT INACTIVE PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS 60 920D 6920D SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS STOCKING #70999 66 934A 61641M SIDELITEJAMBADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 3/32" X 1/4" X 1" W/PSA 71 71267K SETiLNG BLOCK, 1/16" X 1/2" X1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 74 988 IG BEAD 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899 OR 983 95 96 GLASS, 3/8" LAMI - 1/B" A, .90 PVB, 3/16" HS GLASS, 3I8" tAMI - 1/B" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3116" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI -3116" HS, .90 PVB, 3/16" HS 102 11006A 41106A ACETAL SPACER .295 @THRESHOLD, OPTIONAL 103 104 OFF -THE SHELF DEAD OFF -THE SHELF HANDLE/IATCH BOLT LOCK, MIN 1" THROW, GR 3 STEEL ASSEMBLY, MIN 7/16" THROW, GR 3 STEEL r.r w,�r ITEMS #f 1 /-1 y, "Lii,Ly, 5b-ba, bt3, oy, r o-r a, o�+-y i a ��- � v � .�,�.� �.�. , I Icon nnln nRF NnT PART OF THIS APPROVAL. STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS STRUCTURAL SILICONE WITH DESICCANT Iy�M BUTYL & DESICCANT FOAM EXT. GLASS--� POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT.GLASS SILICONE 1l4" NOM. KODISPACE BD 4SG TPS INT, GLASS HOT -MELT BUM 3/16" NOM. SUPER 81 SPACER®NXTTM INT. GLASS ALUMINUM REINFORCEMENT 5/16" D U RAS EAL® 82 SPACER GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL ElDGETM 83 SPACER INT. GLASS Part # Description M aterf a I 80 Kommerling 4SG TPS Spacer System See this 81 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal � Edge Spacer REFERENCE TEST REPORTS: F I L-tS/1 /, tsytits � zsa/u • � ,J, : ;T c, i f= C F) NO CHANGES THIS SHEET. - JR ° - 04/10/17 .; a ci � Y � w o Q �❑ o � } ti � � e#o0 O i U` CV ? ai � o O J C7 a� � W O Z�- coo " = J -� = ui � a � ,cg WU � ®Q W vmo�p oN o W � rT} � sn�c Z � � � J LL � � O � 0 U z W LL J Q rn x Q LL O F-- w U Q W W U Q d 0 Z Q O 07 \\`�11111/1/7/// ��` oNY LYNN '�.. Q': • • � �..= No. 58705 — -Q �� ''�S��NAL TEN �` A. LYNN MILLER, P.E. P.E.# 58705 1.750 1.750 1.750 050 -1.750 1.620 . 1.480 .250- 37 WEATHER STRIP CHANNEL FRODUCrRE .062 _ 3.000 .050 6063-T5 as Complying `Kkb 062 - 4.100 Esnb.Rng Cafe No 4,000 4.100 .062 4.100 062 0 375 E�®6c owlet 4.675 4.675 2�Y�Sa' �,iy tecf i' �•,6 .12--- DOOR FRAME 25 125 F) NO CHANGES THIS SHEET. - JR 20 JAMB L - 04/10/17 6063-T6 DOOR PANEL DOOR PANEL DOOR PANEL DOOR PANEL N 0 30 TOP & BOTTOM RAIL 31 SIDE RAIL 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 32 HINGE ; N 0 �8 6063-T5 6063-T5 6063-T5 6063-T5 6063-T5 0� E O I .-1.500 1.578 o aOp O 3,655 125 I .805 + - �__�i r "-.363 -� I .890� ¢ p Z `� cn o 3.111 050 ~ w 750 .050 .683 O LL a 550 r�j 683 z LL (D o 0 j 1.400 .050 T J 7 050 �•172 U U co ®� cli Lu co W uAioja ON TRUSS CLAMP 3/16" GLAZING BEAD 76 5/8" GLAZING BEAD 050 F- W J �Mp FILLER HEAD ADAPTER 34 3.000 683 0 > 6063-T5 74 6063-T5 6063-T5 ~o rn o w LO 10 6063-T6 z `J cq LL 3.100 - 1.092 05 O 3.000 0 IG GLAZING BEAD ®� O �2a45 1.479 SL JAMB 74 6063-T5 � 62 ~ 6063-T6 ? z Z 1.272 1.479 Q w LL O .504 � �-�- i O � .075 - 5212 360 w 5.459 .830 U F- 050 6.085 .055 -►{-� Q W O O 1 FRAME HEAD .075 a��l1 asap savac 6063-T6 4.586 � 3 OUTSWING THRESHOLD CHANNEL COVER \\\\x %1 1 i7 '' 7►- 6063-T6 \�� gp1Y LYNN �,� CEN 050 .750Ei: 2.980 2.750 Q�. L1 Sic /e�� L489 = No.58705 - 079F T -� 050 - 1.000 ` -r 489 . 3.100 �� ' Sr S C L 4 - A O� 3.000 SL HEADER SL SILL .650 �-►� i�S �t0R!DP ' �� OUTSWING THRESHOLD 60 6 SL JAMB 125 �� `S'Oq� E� 11 6063-T6 6063-T6 6063-T6 66 ADAPTER 22 TUBE MULL /7/I/�VAL`�\0 6063-T6 6063-T5 A. LYNN MILLER, P.E. P.E.# 58705 TAR -F- X DOORS, ALL GLASS TYPE ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES - a g ' X U J 55 Q _ X Q co X U J Q _ X MAX DOOR FRAMEFRAME WIDTH MAX HEIGHT 25.50 79,75 83,75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 2T50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29,50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 1 2 4 2 31.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83,75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 6" MAX. MAX. O.C. A^A 23-1 /8" MAX. O.C. 95-3/4" MAX_ FRAME HEIGHT 84-3/8" MAX. DLO 24-9/16\ MAX. DLO \� I AA I 3 37-1/2" MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS_ HEAD (�- ZONE "C" r SILL f ZONE "C" LOAD ZONES FOR SINGLE DOOR, X Z) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN_ O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE, 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. w z 0 m Q � F) NEW SHEET COMBINING SIZE y ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 w % ( W (� N No. 58705 'c1OR1DP.•' L is l ZONAL llltl1, N6 A. LYNN MILLER, P.E. P.E. 58705 TACT G R. XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 31 WOOD 3 ALUM 112s CONC LOAD ZONES 0 a U) Q _ X Q gDOOR X 0 It J ¢ i X nQ in <X X MAX FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 2 5 4 4 51,75 79.75 83.75 8T75 91.75 95,75 1 5 4 4 2 5 4 - 4 2 5 4 4 Z 5 4 4 2 6 1 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91,75 95.75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 6 1 5 4 3 63.75 79,75 83.75 87,75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 67.75 79.75 83.75 87,75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83,75 87.75 91,75 95.75 4 3 4 3 F76 4 3 4 3 4 3 7 2-- MAX. O.C. 9" MAX. / \ Y Mi1X. DLO / 1\ IT 1AX. DLO\ / \ III II/ 13-1/4" MAX. 23-1/8" MAX. O.C. I I I A -A I 3 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD MAX HEAD I �-{ ZONE D "" SILL f M'�' SILL ZONE "D" ZONE "D" 63-3/4" 95-3/4" MAX. FRAME HEIGHT 6" MAX. LOAD & ZONES FOR XX CONFIGURATION ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS_ 2) DOORS MAYBE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4"MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O,C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @EACH JAMB 5 ANCHORS EACH DOOR PANEL @HEAD 5 ANCHORS EACH DOOR PANEL aQ SILL OSEE CIRCLED VALUES ON TABLE 6. X =DENOTES ANCHOR LOCATION. � F) NEW SHEET COMBINING SIZE y ELEVATIONS, ZONE ELEVATIONS a' AND ANCHORTABLES.-JR- 04/10/17 W ? w 0LU o. 58705 / i � •.• CORIDP.-'• �� / f NAL t \ N.�• A. LYNN MILLER, P.E. P.E.# 68705 TABLE 7: O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES m � ¢ O iu J � Q _ O m � ¢ O iu J � Q _ O MAX SIDE LITE FRAME WIDTH MAX FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 Z 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 63.75 87.75 91.75 95.75 5 2 4 Z 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 I 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79,75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 _ 17-7/8" MAX. O.C. 6" � B-B MAX. � 3 HEAD �--ZONE "E" 13-1 /4" MAX. 23-1/8" / - MAX.O.C. / m m w 95-3/4" z p 84-3/8" MAX• � m MAX_ DLO HEIGFIT m I ¢ 33-5/8" AX. DLO I BB I 3 36-3/4" MAX. IDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, O NOTES: _ SILL - 1�- ZONE "E" �I LOAD ZONES FOR SINGLE SIDELITE, O 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4"MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX_ FROM CORNERS AND 23-1/8" MAX, O.C. HEAD &SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O_C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Design Pressure See Sheet 2, Table 2 1 ':I :r: �, � � � F) NEW SHEET COMBINING SIZE H ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - � 04/10/17 N Y U w �' � '^BH � vi O � W �- � ? � Boa O `� U' � ?� � o 0 c� � � cA o O-J o °- � � Z 2 IJ,J � N � � ,�g U U � � J W VMOJQ W-� _¢ h-- Z � J HMO W � o Z rn � � O O m N N a LL 0 w U S U z w Q J �f n !!!//// 7 .� Nei NSF -�, l�� •_ � �, : No. 58705 ' _ �: � - �o � � ��F ��`�; ' � -. A ., ss ...... �, ,. A. LYNN MILLER, P.E. P.E.# 58705 '�N w, LL. O rn F- z 0 " MAX. TABLE 8: 6" MAX Design Pressure XO & ®X, 20 7/8" MAX. O.C. 9 6Reinforced: See Sheet 2, Tables 1 & 2 ALL GLASS TYPES A A r6B'e Unreinforced: See Sheet 2, Tables 3 & 4 MAX. � 3 3 ANCHOR TYPE & 2 3, WOOD 3 ALUM 1,2, CONC 13-1/4" MAX. SUBSTRATE \ � NOTES: LOAD ZONES \ SEE TABLES 1-4, 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE SHEET 2 FOR DESCRIPTIONS. w 23-1/8" \ ( REINFORCEMENT J \ 2) DOORS MAY BE LEFT OR RIGHT-HANDED. J - � � MAX. O.C. REQUIREMENTS. co ca MAX MAX X MAX m o QoQ m gmg ij a m / \ 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS SIDE LITE DOOR FRAME Q w_ W Q Q w _ ¢ 95-3/4" FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. Q < O FRAME FRAME HEIGHT ' T -' MAX. FOR CMU): WIDTH WIDTH 84-3/8" O O X X O O X X FRAME JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 10.75 25,50 79.75 4 2 3 5 4 2 2 4 MAX. DLO / HEIGHT HEAD" MAX. O.C. / � HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 83,75 4 2 4 5 4 2 2 4 / 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" 67,75 4 2 4 5 4 2 2 4 / E E MAX. O.C. / q HEAD & SILL OF SIDE LITES : 6" MAX. FROM31 91.75 4 2 4 5 4 2 2 4 CORNERS AND 24-3/4" MAX. O.C. 24-9116" 33-518" 95,75 4 2 4 6 4 2 2 4 /MAX. DLO MAX. DLO 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT 12.75 27.50 79.75 4 2 4 5 4 2 2 4 / AVAILABLE SIZE. 83.75 4 2 4 5 4 2 2 4 13A/4" MAX. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE 87.75 4 2 4 5 4 2 2 4 SHEETS 14 & 15. A -A B-B 91.75 4 2 4 6 4 2 2 4 3 3 36-3/4" MAX. SIDE 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE 95.75 4 2 4 6 4 2 3 4 37-1/2" MAX. DOOR LITE FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH FRAME WIDTH 73-112" MAX_ DOOR + SIDE LITE FRAME WIDTH REINFORCEMENT. 19.00 29.50 79.75 4 3 4 5 4 2 2 4 83.75 4 3 4 5 4 2 2 4 TYP. ELEVATION OF XO CONFIGURATION 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE 87,75 4 3 4 6 4 2 2 4 - (OX SIMILAR) ASSEMBLED. HEAD ZONE "D" HEAD ZONE "E"?"+r, 95.75 4 3 4 6 4 2 3 4 9"MAX. -�-{ �>t` 11aSv�f o'1P 6"MAX. 21.75 31,50 79,75 4 3 5 5 4 2 2 4 83.75 4 3 5 6 4 2 2 4 \ / 87.75 4 3 5 6 4 2 3 4 \\ EXAMPLE: LSGeansar: Q 91.75 5 3 5 6 4 2 3 4 \ XO WITH GLASS TYPE B, \ 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, 95.75 5 3 5 7 4 2 3 4 \ ANCHOR TYPE 3 INTO CONC. 27.75 33.50 79.75 5 3 5 6 4 2 2 4 \ DOOR DESIGN PRESSURE = +75 ! -75 PSF 83.75 5 3 5 6 4 2 3 4 ¢ \ m \ z DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 87.75 5 3 5 6 4 2 3 4 z O N 4 ANCHORS @DOOR JAMB 91.75 6 3 5 7 4 3 3 4 m / 3 ANCHORS @ DOOR PANEL @ HEAD 95.75 6 3 6 7 4 3 3 4 / Q 3 ANCHORS @ DOOR PANEL @ SILL Q 4 ANCHORS @ SIDE LITE JAMB 36.13 35.50 79.75 6 4 5 6 4 3 3 4 / 3 ANCHORS @ SIDE LITE @ HEAD 83.75 6 4 5 6 4 3 3 4 3 ANCHORS @ SIDE LITE @ SILL 87.75 7 5 5 6 4 3 3 4 / 9135 7 5 6 7 4 3 3 4 / 95.75 7 5 6 7 4 3 3 4 /or 36.75 37.50 79,75 6 4 5 6 4 3 3 4 O SEE CIRCLED VALUES ON TABLE 8. 83,75 6 4 5 6 4 3 3 4 • 20-7/8" (_ 6" MAX. t� 6' MAX. X =DENOTES ANCHOR LOCATION. ow 87.75 7 5 5 7 4 3 3 T 9" MAX. 24-3/4" 91.75 7 I 5 6 7 4 3 SILL ZONE "D" SILL ZONE "E" 95.75 7 5 6 7 4 3 3 4 LOAD ZONES FOR XO CONFIGURATION ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE & ANCHORAGE LAYOUT USED IN EXAMPLE DETERMINED INDEPENDENTLY. (OX SIMILAR) � F) NEW SHEET COMBINING SIZE y ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04l10/17 N Y C9 o �• O o � 7oQ O r. Ln 0 Zo Uj �8 W umo�a 'ON )MG J W 40 LL o O la 4S p cn J Fn (=j Z Z w a,o�s LL W p � O � Q � O a1711 �saQ sauas �'�.. �ICErvSF •_l�� No, 58705 �� MAZO 7®1VAL 1�`` A. 01 LYNN MILLER, P.E. P.E.# 58705 TABLE 9: OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 21P 31 WOOD 1,2, CONC 3 ALUM LOAD ZONES w iLL W LL MAX MAX 'X SIDE LITE DOOR MAX c)ca FRAME ¢ w ¢ FRAME FRAME WIDTH WIDTH HEIGHT O O >C O O X 10.75 25.50 79.75 t42 7 4 2 -3 83.75 7 4 2 3 87.75 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 1,3 12.75 27,50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 5 95.75 4 2 7 4 1 2 1 5 19,00 29.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87,75 4 3 8 4 2 5 91,75 4 3 8 4 2 5 95,75 4 3 8 4 2 5 21.75 31.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 5 87,75 4 3 8 4 2 5 9115 5 3 8 4 2 5 95.75 5 3 10 4 2 5 27.75 33.50 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87,75 5 3 8 4 2 5 91.75 6 3 10 4 3 5 95.75 6 3 10 4 3 5 36.13 35.50 79.75 6 4 8 •4 3 5 83.75 6 1 4 8 4 3 5 87,75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95,75 7 5 10 4 3 5 36.75 37.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 10 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6" MAX. 20-7/8" MAX. O.C. 6" MAX. --p: 6" MAX. 24-3/4" MAX. O.C. A -A rcB I I r i13-1 /4" MAX. 33-5/8" MAX. DLO I I 36-3/4" MAX_ SIDE LITE FRAME WIDTH MAX. DLO \ 4 24-9116"\ qAX. DLO \ 3 37-1/2" MAX. DOOR FRAME WIDTH 109-1/2" MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD HEAD HEAD �} �- ZONE "E" ZONE "F" -� ZONE "E" I ' / SIL SSILL ILL ZONE "F" ZON E` E" ZONE LOAD ZONES FOR OXO CONFIGURATION 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: NIA Unreinfirced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS_ Uj 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O_C. FOR CONCRETE, 4" MIN. O.C. FOR CMU); ALL) JAMBS (: 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C, 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE m SIZE. Z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14&15. Q 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. � F) NEW SHEET COMBINING SIZE N ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - `Y 04/10/17 N Y O O ?j o 'top O 'O'^ VJ T LO Z o � W CI v� �e W umo p oN ~ �Mp J w cn O U- O O laay; O 0 � W Q aloe LL I j J o Q O P `� �'��•'- LICENSE •' �� No, 58705 Sa '•.AZOR1D \ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10: XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 213, WOOD 1,2, CONIC 3 ALUM LOAD ZONES ❑ ILL O LL W J J W J J J J J J J_ J J_ Q J Q f0 MAX MAX DO( N m ❑ �] O m � ❑ MAX m o Q Q m o Q SIDE LITE DOOR FRAME < w m i Q w a = _ FRAME FRAME HEIGHT _ WIDTH WIDTH O O X X X O O X X X 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 1 4 2 4 1 2 3 95,75 4 2 5 4 7 4 2 4 2 3 12.75 5115 79.75 4 2 5 4 7 4 2 4 2 1 3 83.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 1 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 6 4 7 1 4 2 4 1 3 5 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 83.75 4 3 5 4 7 4 2 4 2 3 87.75 4 4 3 5 4 7 4 2 4 2 3 91.75 4 3 6 4 7 4 2 4 3 5 95.75 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 4 3 5 5 8 4 2 4 2 3 83.75 4 3 5 5 8 4 2 4 2 3 87.75 4 3 6 5 8 4 2 4 3 5 91.75 5 3 6 5 8 4 2 4 3 5 95,75 5 3 6 5 8 1 4 2 4 3 5 27,75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 83,75 5 3 6 5 8 4 2 4 3 5 87.75 5 3 6 5 8 4 2 4 3 5 91,75 6 3 6 5 8 4 3 4 3 5 95,75 6 1 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 6 5 8 4 3 4 3 5 87,75 7 5 6 5 8 4 3 4 3 5 91,75 7 5 7 6 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 36,75 71,75 79.75 6 4 6 5 8 4 3 4 3 5 83.75 6 4 6 5 9 4 3 4 3 5 87.75 7 5 6 5 9 4 3 4 3 5 91.75 7 5 7 6 10 4 3 4 3 5 95.75 7 5 7 6 10 4 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. {�- 6" MA9" MAX. X. i i i I 3 I 23 .0O, MAX.C. / \I / MAX. D`LO / E E / 4 24-9/16\ / ¢ MAX. DLO\ \ 24-314" MAX. O.C. B^B SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 33-5/8" MAX. DLO 6" MAX. 23-1/8" MAX. DLO Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreiniorced: See Sheet 2, Tables 3 & 4 95-3/4" MAX. FRAME HEIGHT I I A_A I I I B_B I I 3 3 36-3/4" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) H tAU n crly ZONE "D" � ZONE "F' ZONE "E' / \ / \ / \ i \ Q / \ 10 w / \ w p / \ O m / co \ / \ / \ / \ / \ / SILL SILL 1 _ SILL t�'� �...,� ,,,, �nnic ••G"�T 70NF "F" LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS_ 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCH FOLLOWS OR QUANTITIES ARE BASED ON SPACING AS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7(8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) AVAILAB FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT LE SIZE. 5) SHEETS FOR ANCHORAGE INSTALLATION DETAILS SEE 14 & 15. 6) ABUTS REINFORCEMENT. CONFIGURATIONS WHERE THE DOOR LOCKSTILE A SIDE LITE ARE NOT AVAILABLE WITH 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS ANDANCHORTABLES. -JR- 04/10/17 XkCENS No.58705 i� ram; S A O = (V ZORI Sr'ONAL 0� •\• A. LYNN MILLER, P-E. P.E.# 58705 LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS_ 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCH FOLLOWS OR QUANTITIES ARE BASED ON SPACING AS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7(8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) AVAILAB FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT LE SIZE. 5) SHEETS FOR ANCHORAGE INSTALLATION DETAILS SEE 14 & 15. 6) ABUTS REINFORCEMENT. CONFIGURATIONS WHERE THE DOOR LOCKSTILE A SIDE LITE ARE NOT AVAILABLE WITH 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS ANDANCHORTABLES. -JR- 04/10/17 XkCENS No.58705 i� ram; S A O = (V ZORI Sr'ONAL 0� •\• A. LYNN MILLER, P-E. P.E.# 58705 lAbLt: 11: OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 1,2, CONC 3 ALUM LOAD ZONES LL Ul J J J MAX m corn m � SIDE LITE MAXMAXMAX 2 Q w 2 a w FRAME FRAME FRAME q i = Q = _ WIDTH WIDTH HEIGHT , O O K O 10 1 K 10.75 47.75 79.75 4 2 6 4 2 3 83,75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91,75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 51.75 79.75 4 2 7 1 4 1 2 3 83.75 4 2 7 4 2 3 87,75 4 2 7 4 2 3 9115 4 2 7 4 2 3 95.75 4 2 7 4 2 5 19.00 55,75 79.75 4 3 7 4 2 3 83.75 4 3 7 4 2 3 87.75 4 3 7 4 2 3 91.75 4 3 7 4 2 5 95.75 4 3 8 4 2 5 21.75 59,75 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87,75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 8 4 1 2 5 27.75 63.75 79.75 5 3 8 4 2 3 83,75 5 3 8 4 2 5 87,75 5 3 8 4 2 5 91.75 6 3 8 4 3 5 95.75 6 3 10 4 3 5 36.13 67975 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87,75 7 5 8 4 3 5 91,75 7 5 110 4 3 5 95.75 7 5 110 4 3 5 36,75 71.75 79.75 6 4 8 1 4 3 5 83,75 6 4 9 4 3 5 87,75 7 5 9 4 3 5 91.75 7 5 110 413 95,75 7 5710 4 6 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO B DETERMINED INDEPENDENTLY. 2a7MAX. O.C. 601 66"" MAX. -►{ MAX. 3 I 3 t I I I It 23 1 O' MAX. O.C. MAX, DLO \ 6" P 9" MAX. �+- 9" MAX. A -A i i I I \ rcZ\ 6-B 3 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH - 9" MAX. i I 24-3/4" MAX. O.C. SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 33-5/6" MAX. DLO TYP. ELEVATION OF OXXO CONFIGURATION HEAD HtAU ncr+v \, / \ / \ / \ 23-1 /8" / \ / \ - LIJ / \ m 1 \ z O z O Q \ / \ / 911 got --� MAX. Imo- 24-3/4" MAX. 20-7/8" 6" MAX. �- SILL SILL SILL ZONE "E" SILL ZONE "E" ZONE "F" = m 4; LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreiniorced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT -HANDED - 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. ITE OVERLAPS DOOR BY3/4" ONCE 7) SIDE L ASSEMBLED. WITH GLASS TYPE B, " WIDE X 95-3/4" HIGH DOUBLE DOOR (2) 36-3/4" X 95-314" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE=+341-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE EXAMPLE: OXXO 71 WITH DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 5 ANCHO @EACH SIDE LITE JAMB RS EACH DOOR PANEL @HEAD 5 ANCHO 3 ANCHO 3 ANCHO RS EACH DOOR PANEL @ SILL RS EACH SIDE LITE @ HEAD RS EACH SIDE LITE @ SILL O SEE CIRCLED VALUES ON TABLE 11. X =DENOTES ANCHOR LOCATION. Islas c .. r • r - F) NEW SHEET CO1101 SIZE y ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 o � 4 O CD � o i CD 0 cn LLI CD z J to �g LLI ume p N 1- W o J W W) L- O � ro 2 I- Z J z W 31 Dos u- D O J � o X T a O ``�ttllrrrrrr� ��.. VICENSF' %® No.58705 S�)� TE F �' A. LYNN MILLER, P.E. P.E.# 58705 LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreiniorced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT -HANDED - 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. ITE OVERLAPS DOOR BY3/4" ONCE 7) SIDE L ASSEMBLED. WITH GLASS TYPE B, " WIDE X 95-3/4" HIGH DOUBLE DOOR (2) 36-3/4" X 95-314" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE=+341-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE EXAMPLE: OXXO 71 WITH DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 5 ANCHO @EACH SIDE LITE JAMB RS EACH DOOR PANEL @HEAD 5 ANCHO 3 ANCHO 3 ANCHO RS EACH DOOR PANEL @ SILL RS EACH SIDE LITE @ HEAD RS EACH SIDE LITE @ SILL O SEE CIRCLED VALUES ON TABLE 11. X =DENOTES ANCHOR LOCATION. Islas c .. r • r - F) NEW SHEET CO1101 SIZE y ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 o � 4 O CD � o i CD 0 cn LLI CD z J to �g LLI ume p N 1- W o J W W) L- O � ro 2 I- Z J z W 31 Dos u- D O J � o X T a O ``�ttllrrrrrr� ��.. VICENSF' %® No.58705 S�)� TE F �' A. LYNN MILLER, P.E. P.E.# 58705 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT -HANDED - 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. ITE OVERLAPS DOOR BY3/4" ONCE 7) SIDE L ASSEMBLED. WITH GLASS TYPE B, " WIDE X 95-3/4" HIGH DOUBLE DOOR (2) 36-3/4" X 95-314" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE=+341-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE EXAMPLE: OXXO 71 WITH DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 5 ANCHO @EACH SIDE LITE JAMB RS EACH DOOR PANEL @HEAD 5 ANCHO 3 ANCHO 3 ANCHO RS EACH DOOR PANEL @ SILL RS EACH SIDE LITE @ HEAD RS EACH SIDE LITE @ SILL O SEE CIRCLED VALUES ON TABLE 11. X =DENOTES ANCHOR LOCATION. Islas c .. r • r - F) NEW SHEET CO1101 SIZE y ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 o � 4 O CD � o i CD 0 cn LLI CD z J to �g LLI ume p N 1- W o J W W) L- O � ro 2 I- Z J z W 31 Dos u- D O J � o X T a O ``�ttllrrrrrr� ��.. VICENSF' %® No.58705 S�)� TE F �' A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD SEE T LE A7SET1BUCK,NOTE1 WOOD BUOTE1 4 1/4" MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT 1/4" MAX. SHIM —1 STAGGERED ANCHORS 2X WOOD BUCK,NOTE1 DOOR JAMB (WOOD) TABLE A, SHEET 1 EDGE DIST 1/4" MAX. SHIM EMBEDMENT � 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) �EDGE DISTANCE�l EMBEDMENT•{ MAX. SHIM - STAGGERED `d SEE TABLE A, SHEET 1 1X WOOD BUCK,NOTE1 EMBEDMENT SEE TABLE A, SHEE EDGE[ SEE TABLE A, SHEET 1 �4" MAX. SHIM DOOR HEAD (ALUMINUM) 1/4" EDGE DISTANCE STAGGERE SEE TABL ANCHOR A, SHEET A, SHEET 1 :DGE DISTANCE DOOR JAM_ B (GONG) DOOR JAMB (ALUMINUM) TABLE A, SHEET 1 `ifs.+S'C:.'•,.�.'..�' - EMBEDMENT a: 4 I-+ —.-�-- EDGE DISTANCE OR SILL (GONG) EDGE DIST 4" MAX. SHIM SEE TABLE A,SHEETI 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCIZ`sABE_4PSJ.f�NA-CIF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/Z" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. 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. < EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) F) CLARIFIED DETAILS, ADDED y ALUMINUM.-JR-04/10117 N 0 Y vim• -nab vi O 7 w O Q N o CS Un N ? w ato4 1 tp n O `t cn CDOJ c� EL EO EO Z EL IJ1 n= W = Ltl U) �a UM OJQ _ON SAO W Ln r- Un u- 0 O O Q O � aaayc ❑ W T Q H U Z Z Q aloes IL Z J Q CDO J r v ��0• LIGENSF'• �� No, 58705 S ��''•,'ONAL 01111100N•\• A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD EDGE DISTANCE BUCK, NOTE 1 j 1/4" MAX_ SHIM SEE TABLE A,SHEET1 SIDE LITE HEAD (WOOD) EMBEDMENT 114" MAX. SHIM EDGE DISTANCE ttuttr � SEE TABLE A, SHEET 1 zx wooDJ BUCK, NOTE 1 SIDE LITE JAMB (WOOD) EDGE DISTAN TABLE A, SHEET 1 1/4" MAX. SHIM EMBEDMENT 2X WOOD BUCK,NOTE1 SIDE LITE SILL (WOOD) SEE TABLE EDGE DISTANCE A, SHEET 1 EMBEDMENT _ •.n • d . . • I�I�-;ai'al SEE TABLE A, SHEET 1 SIDE LITE HEAD (GONG) SEE TABLE A, SHEET 1 1/4" MAX. SHIM EMBEDMENT EDGE DISTANCE 1 SEE TABLE A, SHEET 1 1X WOOb BUCK, NOTE 1 SIDE LITE JAMB (CO 1X WOOD BUCK,NOTE1 SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE - A,SHEET1 EMBIIEDMENT 'A t 1 v -�---EDGE DISTANCE SIDE LITE SILL (CONC) .DGE DISTANCE SEE TABLE A, SHEET 1 /4" MAX. SHIM ABLE ET 1 SEE TABLE A, SHEET 1 '_DGE DISTANCE E TABLE SHEETI SIDE LITE JAMB (ALUMINUM) SHEET 1 /4" MAX. SHIM SEE TABLE A,SHEET1 SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1J2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1J2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. 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. </'—] EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT &EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. ' (ALL HEAD &SILL SECTIONS) F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 arn ^aa O dam' O O jOQ 0 � L0 Z O ON WG L0 � W r- c0 �B W u Dlp ~ J o LL 0 aac{c � w 0 j J Q � (=j � DDs Z WZ aj � W J C) W C) J 0' Q cq ajj� '�sa0 saua� �``�\ ONY-�YJ1JN'9 ��''• LICENgF'•.�1� No, 58705 ' F7j/1111110N A. LYNN MILLER, P.E. P.E.# 58705 CQUNTY ITFT T. v v BOARD AND ODADMINISTRATION NOTICE OF ACCEPTANCE ., PGT Industries,Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: 1vil IX I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mi amidade65ov/economy 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 Veloci Hurricane Zone. ON: Series "SGD-770" Aluminum Sliding Glass Doors w/ 90° & 1350 corners — APPROVAL DOCUMENT: Drawing No. PGT0130 Rev C, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14 and last revised on 11/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration datc_bv the Miami -Dade County Product Control Secti Aon. SIZE IMPACT RATING: Large and Small Missile Impact Resistan Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 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. TER HNATION 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 renews NOA # 17-0420.12 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. � NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 Page 1 �Z I r Iii�{i�% Evidence submitted under previous approvals under Me ff jL:5Z1+f3v1j DRAWINGS l . Manufacturer's die drawings and sections (submitted under files See below) Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, P.E. C; J 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS '202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 144123.10) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.. FTL-5980-R . FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E.(Submitted under NOA No. 094826.10) Along with marked• -up drawings and installation diagram of an aluminum. sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993I FTL- 6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 094826.10) 3. Additional, Reference Fixed window test report FTL4897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08) C. CALCiJLATI®NS 1. Anchor verification calculations and structural analysis, compl�ring with FBC-Sty Edifion (2014), dated 01/30115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 la. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER}. ' Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-I126.03 Expiration Date: February 17, 2025 Approval Date. January 09, 2020 E-1 im '6l /•\ ! (Clear1. Notice of A o. 14os*0916.10 issued to Kuraray America, Inc. for their "Butacite@ PVB Glass 'dated 04/25/15, expiring on 12/11/16. 2. Notice of A 0. 14voo0916.11 issued to Kuraray America, Inc. for their "SentryGla:y* •' • _ dated 1• expiring • 1 1� F. STATE NTS 1. Statement letter of conformance, complying with FBC-5`h Edition (201 ), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. expiring on 02/17/20. A. D WINGS 1. Drawing No. I'GT013(, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lyzua Miller, P.E. 1. I�.eference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL1 8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS - 1. Statement letter of conformance, complying with FBC-5t� Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. OTHERS G. 1. Nofiice of Acceptance No. IS-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I., expiring on 02/17/20. Ishaq I. Chanda, P.E. Praduct Control Unit Supervisor NOA No. 19-1126.Q3 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file 417-0420.12 A. DRAWINGS 1. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM Impact' sheets 1 through 22 of 22, dated 10/10/14. with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn. Miller, P.E. B. TESTS 1. None. i 1. Anchor verification calculations and structural analysis, complying with FBC®6�b Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E13 00-09 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 164117.01 issued to Kuraray America, Inc. for their "Trosi Ultraclear, Clear / Color PVB Glass Interlayers"dated 1 • on i is • F. STATEMENTS 1. Statement letter of conformance with FBC-6` Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors �v/90° &135° corners -L.M.I., expiring on 02/17/20. 1 1 1 1 DRAWINGS A. 1. Drawing No. PGT0128 RecT C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-0244 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. Co CALCULATIONS (submitted under file #17-0420,12) 1. None D, QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to. Kuraray America, Inc. for their "SentryGlas(k (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61'' Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025. y t i � Ishaq Z. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1125.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT- MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE, 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-60231 FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 , Irrrn n o cnemriEkiii 1 r10LC Glass O, JLL- L.I from Exterior to Interior) G3 7/16" Laminated: (2) Utes of 311G' HS Glass with .090" PVB Inte layer aminated: (2) Utes 114" H - ass wl .. 0 Interayer G4 7116" Laminated: (2) Utes of 3116" HS Glass w ih .090" SG Interlayer G4A G5 9116" Laminated: 1" Laminated I.G.: (2) Liles of V4" HS Glass with -090" SG Interlayer 3'16" T Exterior Cap � 3?8" Air Space + 7?16" Laminated; t2) Liles of 3116" HS Glass with -090" PVB Interlayer G5A 1" Laminated LG.: 114" T Exterior Cap + 5(16" Alr Space + 7,15" Laminated; (2) Lites of 3J16" HS Glass with .090" PVB Interlayer 1" laminated I.G.: 306" T Exterior Cap + 318" Air Space + W16" Laminated; (2) Liles of 3116" HS Glass with 090" SG Interlayer 1" Laminated I.G.: 1.'4" T Exterior Cap+ 5?16" Air Space + 7/16" Laminated; (2) Liles of 3'16" HS Glass with .090" SG Interlayer 7116" Laminated: (2) Lites of 3116" ANN Glass with .090" SG Interlayer _ I 9i16" Laminated: Laminated I.G._ (2) Liles of V4" ANN Class with 3r16" T Extenor Cap + 3fWAir .09T SG Interlayer Space + 7(1T Laminated; _ _ -1" (2) Utes of 3/16" ANN Glass with.090"SG Interlayer 1" Laminated LG.: 1Xf T Exterior Cap + 5%16" Air Space + 7716" Laminated: (2) Liles of 3r16" ANN Glass with .090" SG Interlayer "ANN" =ANNEALED "HS" =HEAT STRENGTHENED 'T" =TEMPERED "PVB" = .090" TROSIFOL© PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASd BY KURARAY AMERICA, INC, DESIGN PRESSURE ODES/ STANDARDS RATING IMPACT RATING SEE TABLES 1, 2 8 SHEETS 6, 7 & 3 ON 8 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE USED: 02017 FLORIDA BUILDING CODE (FBC). 6TH EDITION 02014 FLORiDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSI/AF&PA NDS-2015 FOR WOOD CONS TRUCTIOIJ oALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 oAISC 360-10 JR I 04/05/17 10i 10114 C � UPDATED TO FBC ZG17, REV/SED TABLES EXAh1PLE CONFIGS.-........2-3 GLAZING DETAILS......,..... 415 ANCHORAGE .....................6-14 DESIGN PRESSURES.......6-8 INSTALL DETAILS. I * v I A . . * I I 1 1 112-14 ELEVATIONS ..................... 15,16 PANEL 1 SILL TYPES-..,.,." 17 CROSS SECTIONS..160.--...118119 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 1070 TECHNOLOGY DRI N. VENICE, FL 34275 (941) 48G- i60G CER7. OF AUTf%k2929E 3&A I HCSLC Anchor Group H: Anchor Type Substrate Min, Edge Distance Min. D.C. Distance Mtn. Embedment or Metal Thickness #12 18 8 SMS,Southern Pine (SG = 0.55) 9?16" 718" 1-3i8" Aluminum 318" 9/16" 0,099, (Fv=60 ksi, F = 95 ksi)6063-T5 #12 410 SS SMS, LFe A36 Steel 318" St 16" 0.050" 33 Steel Stud Concrete (min. 2.22ksi) 3/8" 1-112" V6" 3" 0.045" (18 Ga.) 1-3/8" A (F„= 90 ksi. F� 110 ksiiGr. V4" Elco Aggre-Gatonp Fv=57 ksi, F, 96 ksi Jamb I P-hook All Filled Block ASTM C90) Hollow Block ASTM C90) Southern Pine (SG = 0,55) 2" 2" X 3" 2,. 1-114" Southern Pine (SG = 0.551 9116" 718" 1-378' B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond All 6063 T5 Aluminum 1B" 9116" 0,090" A36 Steel /8" L318 9716" 0,050" metal substrate) Gr, 33 Steel Stud " 911 0,D45" '18 Ga) ? in 5 ksr` 1"E4v 13'8" 114" Elco UltraCon% Fy=155 - ' sl Jamb 1 P-hook Hollow Block (ASTM C90) 1" 1-1i4" All Concrete (min. 2.85 ksi) 2-1t2" 4" 1318" V4" Elco U1traCon3 F -155 ksi, F: 17? ksi x- 114" 410 SS Eco CreteFiex+ar Fr=12T4 ksi. F„= 189,7 ksi p Jamb 1 P-hook Jamb ; P-hook Head I Sill Jamb i P-hook Jamb I P-hook All Filled Block (ASTTVI C90) Hotiow Block ASTM C90 Concrete 'min. 3.35 ksi) Concrete min. 3.35 ksiAidi Hoilow Block (ASTM C90) Southern Pine ISG = 0,55) 2-112" 2-112" 4: 6" IIA41 1-3/4', 1-314" 1-318" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FRVM Mvrct THAN vrv❑ yr , no n,v.., "..;.X..�l �..�--�. CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE, 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS, 5j ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE, ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-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 1X ARE LESS THAN 1-112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL, 4) METAL SUBSTRATE TO MEET MIN- STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114"THICK & 3400 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. c,..a=lo,rr„ GENERAL NOTES AND MAP SERIES 77Q ALUM. SGD - LM IMPACT s",;,,,ru„r,•,. so,;omml cam", n" SGD-770 NTS 1 � 22 PGT093t7 C - �oa:ti:yeat;xlt& the - Riu'saiinaCsuRc p AcseplancCMa xpsiraiianReAte 2+1! A/,iirrai 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, "Jc'r, "Kw" OR "Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE XXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM, PANEL WIDTH w A M. PANEL WIDTH - I 13 C BE OXXXp. PER TABLES 1-3 1z 13 PER TABLES 1-3 -s` r--- �\ 1 2) 90" 1350 CORNER CONFIGURATIONS CAN BE A COMBINATION y 1 w 19 I OF AN STRAIGHT CONFIGURATIONS. 1 1 is o Jw Jc lap Jw Jc I wow 13 19 14 1a I o Q 0 3) FOR N M. PANEL WIDTH, SEE TABLES 1-3. MAX. UNIT 13 14 K4 I Z a o MAX. UNIT / Kc I ¢ HEIGHT %, 14 14 I � ? x HEIGHT 1s 1 14 I w w w "X" = OPE ABLE PANEL, PER TABLES 1-3 f x PER TABLES 1-3 i U a _ "0" = [NO ERABLE PANEL, l o w w POCKET I n cw w P= PO ET DETAIL LETTER POCKET I m (_i_cx W = WOOD OR METAL INSTALLATION 1-PANEL 1\� IN Do 2-PANEL \� J U "c" = CONCRETE INSTALLATION 13 w Dc CONFIGURATIONS 1 13 SHEET NUMBER MAX. UNIT WIDTH UNIT WIDTH - DLO WIDTH = NOM. PANEL WIDTH - 7" loe DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" NOM. PANEL WIDTH w Ac w NOM. PANEL WIDTH qw A3 1wi Bc 14 PER TABLES 1-3 3 PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866" 1 13 1 13 PER TABLES 1-3 I w Go *A441 19 11 Jw JG. 12 1319 19 19 �12 13 14 14 mow He 19 19 19 Iwirw19 19 K I CI a MAX. NIT 1 13 I z a o MAX.UNIT 1N 13 14 14 I�q'm HEIG T w 19 19 19 Ir�¢� HEIGHT 19 t9 1 w w PE 1 13 I X _ PER TABLES 1-3 j/ ! I c"i Q'z TABLE 1-3 ;t %' I o ¢ w QL POCKET 1 w POCKET I CO I \.F—__J 3-PANEL CONFIGURATIONS w c w c 4-PANEL CONFIGURATIONS 1z s 1w E3 w 13 1 13 said3rag Code Aeccletance l�lss I'iT '" I { ��'�.� MAX. UNIT WIDTH MAX. UNIT WIDTH Ezirxr&iq;1 ��ZJ� — � Aw Ac- NOM. PANEL WIDTH w NOM. PANEL WIDTH 12 13 1aiDmds et PER TABLES 1-3 1' 3lea" PER TABLES 1-3 w B a 12 13 I Cw Cc Jw Jc I J1 1 1. 12 13 19 19 19 19 14 14 w Kc I K MAX. UNIT N z SEE 12 13 19 19 19 19 14 14 j 2 p HEIGHT / % O p NOTE MAX. UNIT I T PER 19 2, THIS HEIGHT 1 13 19 19 19 19 I w w h SHEET. PER TABLES 1-3 x TABLES 1-3 o ti S;i•. C 1- y :! i' to w lea` C� O w Do POCKET I r EXTERIOR 1 13 ; `100 _1 _ w ' 1 \r_ _ 12 13 &PANEL CONFIGUL= RATIONS w Do E w Fc CORNER, TYP. 12 is = '�' 12 13 1" 13. 12 13 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) �; 1 107i1 TECHNOLOGY DRIVE •R'f � f ` N. L4ENICE, FL 34275 EXAMPLE CONFIGURATIONS (941)486160G rrar_ i,�t�,�; };t;i, ;_^ 'i'-'�\'•, 4evsA BK Darn: Aovivto"s: CERT. OFAUTH. n29296 SERIES 770 ALUM. SGD - LM IMPACT ' ' • , , JR 04!05/17 C NO CHANGES THIS SHEET, sew>,Moeer. x r,3: s mor. o," na m- A. Ll NKvIILI E`�ti P.E, nraw" Fy: care. cmc�rea ��. care: Scoa7o NTS 2 "r 22 PG TO 130 C P.E.# 58705 JR 10/10./14 EXAMPLE CONFIGURATIONS NOM, PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT: 96" OR 120" MAX. TESTED UNIT WIDTH = 355-7116" @ 96" HEIGHT 300-1/4" (a7 120" HEIGHT Ac w Bc w Cc 3 12 13 12 13 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH _ PER TABLES 1-3 1w 13 w MAX. UNIT 1 13 HEIGHT 1 13 PER TABLES 1-3 19 19 19 19 19 19 19 19 9 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw' OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3} FOR NOM_ PANEL WIDTH, SEE TABLES 1-3. "X" =OPERABLE PANEL, =INOPERABLE PANEL, =POCKET DETAIL LETTER w" = WOOD OR METAL INSTALLATION tt>r "c" = CONCRETE INSTALLATION SHEET NUMBER Jw Jc 1 CLO WIDTH = NOM. PANEL WIDTH - 7" a14 DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" w w PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" Io 4¢ c lWuj 1 U 4 I y W lay" POCKET NOM. PANEL WIDTH iz i i �s i t3 PER TABLES 1-3 _1��___� I Gw Gc 1 UAW 1 13 t 19 19 19 19 t 9 7�12 13 19 19 19 19 19 1 0 0 0 MAX. UNIT �zam HEIGHT 12 13 19 19 79 19 19 F- LL Z PER TABLES 1-3it w i/ al i ,�/ i POCKET j ,i i� : - I 8-PANEL CONFIGURATIONS o ^w E� „' ,� JR I 04J05�i7 10/1 G,/14 NO CH.4NC-ES 7H1S SHEET. 1070 7ECHNCLGGY L'R! ,N. VENICE. FL 342?5 CERT, OF AUTH. e29296 EXAMPLE CONFIGURATIONS nua: SERIES 770 ALUM. SGD - LM IMPACT sco-; ?o I NITS 13 of 22 I PGT0130 C tFR {�74Y1�'1yt9�*. ar'e6RC �k'Qzf'faEtpM q#.ate: 2�<9 A. LYNN MILLER, P.E. P.E.4 58705 GLAZING DETAILS (G3, UOA, G4, G4A7 G5 &G5A) 7/16" NOM. 7/16" NOM. 1" NOM. 31116" HS GLASS 3/16" HS GLASS 3116" HS GLASS 090" PVB .090" PVB f .090" SG 3/16" HS GLASS 3/16" HS GLASS ! 74 3/16" HS GLASS 74 318" AIR SPACE ` 74 !. 3/16" T GLASS 82 • 82 � 83 I 3/4" NOM. EXTERIOR 314" NOM, EXTERIOR I L 3/4" NOM. GLASS 124-127 - GLASS f GLASS I BITE BITE BITE 00 EXTERIOR 80 i 80 79 54 54 55 7116 LAMINATED GLASS, TYPE G3 16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9116" NOM. 1" NOM. -- 3116" HS GLASS 114" HS GLASS 1/4" HS GLASS 090" PVB .090" PVB 090" SG 3/16" HS GLASS 1/4" HS GLASS 74 1;4" HS GLASS 74 5/16" AIR SPACE 74 1 /4" T GLASS 82 I 82 1 1 83 I i t 314" NOM. 314" NOW 3/4" NOM. EXTERIOR ? GLASS EXTERIOR GLASS 124-127 GLASS a j SITE a BITE ` BITE EXTERIOR 81 79 ( J 54 54 55 9/16" LAMINATED GLASS, TYPE G3A GLAZING NOTES: "ANN" =ANNEALED "HS" =HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOP PVB BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLAS' BY KURARAY AMERICA, INC. aevsd By, asr": Revlsm"s: JR 04105;17 C NO CHANGES THIS SHEET. JR 110/10/14 9/16" LAMINATED GLASS, TYPE G4A 107 t� TECHh�OLUC-Y P.R:VE N. VENfL'E, FL 347.75 Is4 r)4sa;Eoo CERT. OF AIITH. #29296 1" LAMINATED I.G. GLASS, TYPE G5A SEE SHEET 15 FOR SPACER DETAILS. GLAZING DETAILS iIM SERIES 770 ALUM. SGD - LM IMPACT sco-770 � NTS � 4 "f 22 PGT0130 � C as consp7a+ia� "vt+�a 4he . t9x iding lode ahEzpiezEtanm !date f Af '' 1E1'II1NEt�7F1.L�R,,P.E. P.E.-# 58705 GLAZING DETAILS (G6, G6A, G7, G7A, 08 ON G8A; 3116" HS GLASS .090" SG 3116" HS GLASS 3/8" AIR SPACE 74 3116" T GLASS EXTERIOR a 79 83 3/4" NOM. GLASS BITE 1"LAMINATED l.G. GLASS, TYPE G6 1" NOM. 3116" HS GLA .090" S 3/16" HS GLA 5/16" AIR SPAC 1/4" T GLASS- EXTERIOR a79 74 3/4" NOM. GLASS B ITE 55 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: "ANN" =ANNEALED "HS" =HEAT STRENGTHENED "T" = TEMPERED "PVB" _ .090" TROSIFOE PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAd BY KURARAY AMERICA, INC. JR' I �04!05!77 � C I NO CHANGES THIS SNEET. 7/16" NOM. 3116" ANN GLASS .09O" SG 3/16" ANN GLASS - EYE EXTERIOR a 7J16" LAMINATED GLASS 9/16" NOM. 1/4" ANN GLASS .090" SG• "ANN GLASS- 82 EXTERIOR a 81 L 1 i 3/4" NOM. GLASS BITE 1 54 E G7 74 314" NOM. GLASS BITE 9116" LAMINATED GLASS, TYPE G7A ?Ci0 TECNNOLOGYORI N. VENJCE, FL 3Q2i5 jg.}?)Q90 ?CCC CERT. OF AUTH. n2929E 1" NOM. 3/16" ANN GLAS� .090" SG 3i16" ANN GLAS1 AIR SPACE 3/16" T GLASSY 83 124-127 EXTERIOR 79 74 3/4" NOM. GLASS BITE 55 1" LAMINATED I.G. GLASS, TYPE G8 3/16" ANN GLAS .090" SG ANN GLAS; 5116" AIR SPACE 114" T GLASSY 83 EXTERIOR a79 1" NOM. 74 314" NOM. GLASS BITE 55 1" LAMINATED I.G. GLASS, TYPE G8A SEE SHEET 15 FOR SPACER DETAILS. GLAZING DETAfLS ❑u" SERIES 770 ALUM. SGD - LM IMPACT vm"nhl4del. iuMa: Srrr"[ D:n"kg Ne. sGB-770 NTS 5 22 PGT0730 �. . `ti 14G`. 587 J - A. LYNN IullU9R, P.E. C P.E.# 587D5 TABLE 1: Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes: (for all approved configurations on Sheets 2 & 3) +60 / -60 psf For corner astragal anchorage on 906 or 135° corner units, see sheet 11 (May be limited by Table 1A) Door Unit Height Table applies to Glass Types 3, 96" 80" 84" 90" 3A. 5, 5A. 7, 7A, 8 & 8A and 69-718" DLO 73-71F DLO 79-718" DLO 85-7/8" DLO the Stile%Astragal Types shown Anchor Group Anchor Group Anchor Group Anchor Group below. A B C D A B G D A B C D A B C D HeadfSiil -T C4+1 C4+1 C4+1 C4+1 C4+1 C4+5 C4+i C4+1 C4+1 C4+1 C�4+1 C4+1 C4+1 C4+1 G1+1 24" DLL Jamb 8 8 8 6 8 8 8 8 8 8 8181.188 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 G4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+i 04+1 C4+1 3IT 23" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO P-hook 6+7 6+7 6+7 6+' 7+8 7+8 7+8 7+8 7+8 7+8 7+$ i 7+8 7+8 7+8 7+8 7+8 Head'Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 G4+1 C4+1'C4+1 C4+1 04+1 C4+1 C4+1 c 36" 29^ Jamb 8 8 8 8 8 $ 8 8 8 8 8 8 8 8 8 8 a DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7�8 7+8 7+8 Head'Sill C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 u:4D DLO z P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill G4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 t 2 +2 C4+2 G4+2 G4+2 C4+2 48" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 DLO P-hook 6+7 6+7 6+7 $+7 7+8 7+8 7+8 7+8 7+8 ! 7+8 7+8 +8 7+8 ?+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114" 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 OP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING 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 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, Interlock Standard Stiles Part #60 (x2) JR C14/03�17 v� By: Dare: JR �oi1ci14 C P-hook Standard Stile REVISED TA9LE i. Lockstile C� Jamb Standard Stile Part #60 Straight Astragal Assembly Standard Stile Standard Astragal Part #60 (Stile) Part #67 (Astragal) Lockstile @ Straight Astragal Standard Stile 90°Astragal Assembly Heavy-duty Stile Part #61 (Stile) Part #60 Part #11.8 (Corner Receiver) 1 D?0 TEGHNpLOCiY OP,!VE N. VENICE, FL 34275 /pe?) d80d600 GERT. OF AUTH.:'.`29296 90° Astragal Heavy-duty Stile Part #119 (Out.) Part TART F 1A• Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush 1-1/2" see note 3 Low - 2-lit" + 46,67 Medium - 3-1/4" + 60.0 4 It - " + 60,0 SEE NOTES 1-3 t- S C7 � O bL0 WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" 135° Astragal Lockstile @ Assembly 135" Astragal OH LENGTH OHRAT10�1 OH RATIO = OH LENGTH OH HEIGHT Heavy-duty Stile I Heavy-duty Stile Part #61(Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 DP AND ANCHORAGE nu" SERIES 770 ALUM. SGD - LM IMPACT rc... r,4su!et Scstc• Sfto°[ Draining Nu Fcr SGD-J70 NTS 6 W 22 1 PGTO130 IC rd3Capi;G'C kBE.�� as cccraplya®g c+ritta the . lia4ding Grade s.renaxnu Nt+ ( 1 L -o� y�j[Ai6A6 1� 01 v +. A. LYNN MILLER, P.E. P.E.;I 58705 Design Pressure (DP) and Anchor Quantities Requirec For comer astragal anchorage on go' ! Table applies to Glass Types 4, 4A._VVIVIIIIIII 6, 6A, 7, 7A, 8 & 8A and the 69-7f8" DLO 73-718" DLO 79-71F Anchor Gaup Anchor Group Anchor Stile!Astragal Types shown below. A B C D A B C D A 8 i Head; ill 04+1 C4+1 C4+1 C4+1 G4+1 +1 +1 C4+1 C4+1 C4+1 € 24" DLO Jamb 8 8 8 8 8 8 8 8 6 8 '• _ P-hook 6+7 5+1 6+! 6+7 7+g 7+8 7+8 7+8 7+8 7+8 Head;Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 Jamb B t 8 8 8 8 8 8 8 8 8 DLO P-hook 6+7 6+7 6+7 1 6+7 7+8 7+$ 7+8 7+S 7+8 7+8 Head'sill C4+1 C4+1 C4+1'G4+1 04+1 C4+1 C4+1 G4+1 C4+1 E 36' 2Q. Jamb 8 8 8 S 8 8 8 8 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 Head/Sill G4+1 C4+1 C,4+1 C4+1 G4+1 C4+1 C4+1 E7+8 C4+1 G4+135 42" Jamb 8 8 8 8 8 8 88 8P-hook a DLO 6+7 6+77 7+8 7+8 7+8 7+8 1 7+8Head,'Sill C4+2 G4+2 G4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 - zDLO Jamb 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+S 7+8 7+6 '+8 7+8 7+8 i Head?Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 i — 54" Jamb 8 6 8 ......a 6 8 8 8 10- 8'- DLO P-hook 6+7 6+7 6+7 6..7 7+8 7+8 7+8 7+8 7+8 7+8 HeadJSilI C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Gt+2 C4+2 b0" Jamb"' 8 8 8 8 8 8 8 B 10 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 1+8 7+8 7+6 7+8 7-v8 (for all approved configurations on Sheets 2 & 3) I Maximum DP for all sizes: r 135' comer units see sheet 11 (%lay be limited by Table 2A) Door Unit Height I" �1 o+10 9+10 g+10 9+10 9+10 9+10 7+8 7+8 7+8 7+8 ?+$ 7+8 S+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1�C4+1 C4+1 C4+1 C4+1 8 8 8 8 8 8 III 10 ?0 10 1D 10 10 10 10 10 10 10 ! 10 10 10 10 7+g 7+8 7+8 7+8 7+8 7+8 8+9 8+9 6+9 6+9 8+9 8+9 8+9 8+9 9+10i9+10 9+10 9+10 9+10 9+10 9+io C4+1 C4+1 G4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+4 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 $ 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 7+8 i 7+S 7+8 7+8 '+8 7+8 "6+9 8+g 8+9 8+9 8+9 8+9 8+9 B+9 9+10 9+i0 a+10 9+10 9+10 9+1019+1C C4+iC4+1 C4+1 E+B 1 C4+1 G4+1 G4+'; C4+1 C_,4+1 C4+1!C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 $ 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 +8 ' 7+8 7+88 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10.9+10 9+10 9+10 9+10 9+10 9+1t G4+2 G4+2 C4+22 C4+2 04+2 C4+2 C4+2 C4+2 C5+2 C5�2 C4+2 C4+2 C5+2?C5+2 C5+2 C5+2 C5+2 C5+2 C5+: 8 8 10 _ 8 10 10 10 10 10 10 i0 10 12 '- 10 10 10 12 10 10 7+B7+8 77+88 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8'9 8+9 9+1D 9+10 9+10 9+10 9+t0 9+1C4+2C4+2 C4+2+2iC4+288 ? o 8?+$ 7+$ 7+B$ 7+s Not available in these sizes FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE FIRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3A/4" AND 2-ii2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY RN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE 1 NSTALLED. Sill Height to (Water Infiltration Rating) Sill Riser Height (+)Design {Flat or Box, see Pressure, psf Sheet 17} Flush - 1-112" see note 3 Low - 2-1 12" + 46.67 A4edium 3-1/4" + 60.0 High - 4" + 60.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.126" OH LENGTH F- S w S S p O OH RATIO >— 1 OH RATIO = OH LENGTH OH HEIGHT PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" HE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile agal g 135" Astragal 135° Assembly Astragal Lockstile @ Assembly Straight Astragal Assembly 901 Astr Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Inside Standard Astragal Outside Corner Outside Corner x Carver ryInside t,t1111; , VVV p' T Inside Corner Corner Outside' `� U `'� I `r' ' .`� CornerIIVIV Part #61 (Stile) o Part #61 (Stile) Part #61 (Stile) Part #61 Part #118 (Corner part #1L (Out.) parts #31 & #32 Part #61 _ — Part #61 (x2) Part #61 Part #61 part #67 (Astragal) Receiver) Part 4120 (In,) (Corn, & Fxd Mount) - VIV /41 1077FL IVE " '��'.' ':-�� 2T DP AND ANCHORAGE ' c.�; nF � p• �` ,� ru"�,�VV i,.SERIES 770 ALUM.SGD - LM IMPACT C6 R",,.• JR 04f05!17 C REVISED TABLE 2, REMOVED EXAMPLE. s "M� i sea": `"'P1 °'DB""r"° A.'LYNtJ 11�ILL�F2` P.E. SGD-770 NTS 7 .,r 22 PGTO130 C RE.t: 58705 SABLE 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135" comer units, see sheet 11 Door Unit Height Table applies to Glass Types 4, 4A, 80" 84" 90 96 6, 6A, 7, 7A, 8 & 8A and the 69-718" DLO 731,-718" DLO 79-7!8" DLO 85-7!8 DLO below. Anchor GroupAnchor Group Anchor Group Anchor Group Maximum DP shown below {May be limited by Table 3A) Stlle/Astragai types shown aow. - A 6 C D A B C D A B C -0 A B p v --- Design Pressure psf MC4+ + Ps 24" 17" Design Pleill G4+1 C4+1 C4+1 C4+1 C4+1 CA+1 I CA+1 C4+1 C4+1 C4++1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 ]C4+1C4+1 C4+1 C4+1 C4+1DLO Jamb 8 8 8 8 8 8 i 8 8 8 8 8 8 ' 8 8 B 10 1010 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+$ 7+8 7+8 3 7+$ 7+8 7+87+8 7+8 7+8 8+9 8+9 8+9 8+9 Design Pressure+1-90.0 psf +/-82,5 psf +/-75,0 psf 30" 23" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 t DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 10 1C 10 10 10 10 i0 P-hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 1+8 1 7+8 8+9 8+9 8+9 $+9 8+9 8+9 8+9 8+9 Design Pressure +! 90,0 psf +1-82.5 psf +/-75.0 psf c 29" Design Pressure C4+1 C4+1 C4+1 C4+1 C4+ i ' C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 !C1+1 C4+1 I C4+1 EC5+2C5+2 C4+1 C4+1 C5+1 ' C5+1 C4+1 C4+1 36°DLO Jamb 10 $ 8 $ 10 $ 8 _ 8 10 8 8 8 12 0 8 8 10 10 _ 10 10 10 10 P-hack B+7 6+7 6+7 6+7 7+$ 7+8 ?+8 7+8 7+8 7+8 7+8.. 7+8 8+o +9 $+9 9+9 8+98+9 8+9 8+9 8+9 8+9 B Design Pressure +;-90.0 psf .5 psf+/-7 0 psfz35" HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+Z CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 +42 DLO Jamb 10 $ 8 8 10 8 8 8 12 10 I 8 8 12 10 8 8 10 10 12 10 10 10P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+g i 8+9 8+9 8+9 8+9 8+9 B+9 S+9 8+9 8+9 .8+9 8+9 ' 8+9 Design Pressum +I--90.0 psf Sea Note A iorat +i-82.5 psf +1 75.0 psf 48" 41" Head; Sill CS+2 CS+2 C4+2 C4+2 C_ 5+2 C5+2 C5+2 C5+Z C5+2_ C5+2 C5+2 C5+2 C6+2 C6+2 5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+2 CS+2 DLO Jamb 10 8 8 E 12 10 8 i$ 12 i0 8 8 14 12 8 0 8 +4 a+10 9+12 00 9+00 9+10 9+114 00 9+j0 9+00 P-hook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 E+9 8+g+10 a+10I +10' +10 9 10 NOTE A: +1-90.0 PSF FOR GLASS TYPES 4, 4A, 676A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7 —EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" DP IS 6000 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT = )4 0? 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND DOOR UNIT HEIGHT - 10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, DOOR UNIT HEIGHT-1,866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. _ _ ___ _, ._ _ ... " nAnT niM1a�nicinnic Anln CHFFT." 1R R 19 FOR ASSEMBLY DETAILS. 1070 TECNNOLOCi}' URlL'E N. VEN7C•E. FL 34275 ;sarr-�aarsc,o CERT.OFAUT14 #2096 JR 04i05�17 C REViSEG TA81_E 3, AGGEG EXAMFLE. vn+&y nu�c: Ct,eNeaB. Dc:e: Jft 10/1A%4 DP AND ANCHORAGE TART F 1A• Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+j Design (Flat or Box, see Pressure, psf Sheet 17} Flush - 1-1/2" see note 3 Low - 2-112" + 46,67 Medium - 3-114" + 60,0 High - 4" + 90.0 SEE NOTES 1-3 SERIES 770 ALUM. SGD - LM IMPACT r•mcnD.M.NSeafr n,+,l DrnHiny M1t. �n" sro-7; n NTS " 3 22 PG70130 C OH LENGTH �-�- F- 00 uJ OI OH RATIO 2t 1 2 O � OH RATIO = OH LENGTH OH HEIGHT i}t?i1'.ttlt.. Mo..f::?7.00� o �y= topt , ` 1^ I' : ATE t , Lt% A. LYNN MILLER, P,E. RE,'4 58705 SEE SPLICE NOTE, THIS SHEET 4.d51" 24" MAX. O.C. 24" MAX. O.C.. 48" NOM. PANEL WIDTH NO FRAME „9+10" P-HOOK ANCHORAGE CONSISTS OF: JAMB (9) P-HOOK ANCHORS, REQUIRED @ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND SEE "C5" CLUSTER MAX. UN[T WIDTH SEE "C5" CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER, SEE --- DETAILS, SHEET 11 48" NOM. . •.; SEE POCKET (10) P-HOOK x j JAMB MOUNTING ' INSTALLATION, ADAPTER --MAX. THIS SHEET ANCHORS MIDWAY `: I -,t—& SHEET 14 BETWEEN P-HOOK z ANCHORS & AT 3" ' 1 FROM TOP & a 14" MAX. O.C.I BOTTOM 8" MAX. TO OPENING coo el EDGE OF POCKET SEE 01 INSTALLATION DETAILS'Jc'&'Kd, m (® I END PANEL SHEET 14 & PART —ANCHORAGE DETAILS 'J' & W i � � (2 ANCHORS) SHEET 19 FOR P-HOOK =-- -. -'- _. _ 6" MAX. "+2" ANCHORS ^ CHORAGE END PANEL AN + ANCHORAGE I-� (SEE SKETCH BELOW) CENTERLINE 8" MAX., TYP. -+ OF PANEL 9 LL, I PANEL WIDTH x X x x X X f i x x xX .. 3" MAX. 14" t�19kX. O.C. f i o , r 3" MAX. o x+ /�"+2rr ANCHORAGE X =FRAME �O ANCHORS 0 C} ®= P-HOOK ANCHORS o = P-HOOK MOUNTING ADAPTER ANCHORS UNIT HEIGHT X X x x x r x x X X x • x �' X Yx Y. x x ' n+2rr "+2"_"+2' ANCHORAGE ANCHORAGE ANCHORAGE 9 na --- I F-�- -XAMPLE 5 PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XX0 - EXT. MOUNT POCKET ANCHORAGE PLAN: 18" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: " SHEET 1 END PANEL ANCHOR EXCEPTION, ; +1"APICHORAGE ONLY): 21" MAX. O.C. 6" PAIR O.C. (JAMBS}, 14" MAX. ANCHOR MAX. CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROPn APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE END PANEL REQUIRES CENTERLINE SEE "C5" CLUSTER CENTERLINE "C6" CLUSTER, SEE i DETAILS, SHEET 10 �C7F OF ANCHORAGE— • I }I DETAILS, SHEET 11 FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) it 4.051" \ I I INTERLOCK + 3.5" JR 04/05f'97 wn Ey DatC: JR 10/10/14 0 1) APPROVED ANCHORS. SEE TABLE A, 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-34 SHEETS 6-8: INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. • DISTANCE TO NEXT CLUSTER TO BE �— ---�--; 2a" O.C.,OR LESS I— - CENTERUNE OF END F4NEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLIJSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PEP, THE FIGURE ABOVE: CENTERLINE ^+2" ANCHORAGE�� CENTERLINE �+ OF PANEL 3 � OF PANEL 4 —SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGY DRIVE N. VF_NICE. FL 3427.5 (940 480-1600 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, CERT. OFAUTH,112529E , "+2" ANCHORAGE }-�— CENTERLINE f OF PANEL 5 24" MAX. SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL O.C. 6" MAX. x 4 PAIRS OF ANCHORS (TOTAL 8 21" MAX. ANCHORS) O.C. PER JAMB X r.� (SEE JAMB DETAIL BELOW) XJ—,% `✓ � ENO PANEL 6" MAX. ANCHORAGE (SEE "+2" SKETCH BELOW) ANCHORAGE � 6n SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE E�cTER10R HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. 5.64" 2-TRACK FRAME JAMB ANCHOR PAIR Sr, N1AX. ANCHORAGE SPACING &EXAMPLE PLANS SERIES 770 ALUM. `ciSGD - LM IMPACT ,wnn�iMiwl. l,: 5.'rr•ef, p,a".n"Nn ` svD-77o NTS 9 °i 72 PGT0130 C A. LYNN MILLER, P.E. P,E,*f 58705 UNIT HEIGHT X X x x x r x x X X x • x �' X Yx Y. x x ' n+2rr "+2"_"+2' ANCHORAGE ANCHORAGE ANCHORAGE 9 na --- I F-�- -XAMPLE 5 PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XX0 - EXT. MOUNT POCKET ANCHORAGE PLAN: 18" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: " SHEET 1 END PANEL ANCHOR EXCEPTION, ; +1"APICHORAGE ONLY): 21" MAX. O.C. 6" PAIR O.C. (JAMBS}, 14" MAX. ANCHOR MAX. CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROPn APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE END PANEL REQUIRES CENTERLINE SEE "C5" CLUSTER CENTERLINE "C6" CLUSTER, SEE i DETAILS, SHEET 10 �C7F OF ANCHORAGE— • I }I DETAILS, SHEET 11 FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) it 4.051" \ I I INTERLOCK + 3.5" JR 04/05f'97 wn Ey DatC: JR 10/10/14 0 1) APPROVED ANCHORS. SEE TABLE A, 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-34 SHEETS 6-8: INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. • DISTANCE TO NEXT CLUSTER TO BE �— ---�--; 2a" O.C.,OR LESS I— - CENTERUNE OF END F4NEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLIJSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PEP, THE FIGURE ABOVE: CENTERLINE ^+2" ANCHORAGE�� CENTERLINE �+ OF PANEL 3 � OF PANEL 4 —SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGY DRIVE N. VF_NICE. FL 3427.5 (940 480-1600 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, CERT. OFAUTH,112529E , "+2" ANCHORAGE }-�— CENTERLINE f OF PANEL 5 24" MAX. SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL O.C. 6" MAX. x 4 PAIRS OF ANCHORS (TOTAL 8 21" MAX. ANCHORS) O.C. PER JAMB X r.� (SEE JAMB DETAIL BELOW) XJ—,% `✓ � ENO PANEL 6" MAX. ANCHORAGE (SEE "+2" SKETCH BELOW) ANCHORAGE � 6n SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE E�cTER10R HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. 5.64" 2-TRACK FRAME JAMB ANCHOR PAIR Sr, N1AX. ANCHORAGE SPACING &EXAMPLE PLANS SERIES 770 ALUM. `ciSGD - LM IMPACT ,wnn�iMiwl. l,: 5.'rr•ef, p,a".n"Nn ` svD-77o NTS 9 °i 72 PGT0130 C A. LYNN MILLER, P.E. P,E,*f 58705 21" MAX. O.C. 6" PAIR O.C. (JAMBS}, 14" MAX. ANCHOR MAX. CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROPn APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE END PANEL REQUIRES CENTERLINE SEE "C5" CLUSTER CENTERLINE "C6" CLUSTER, SEE i DETAILS, SHEET 10 �C7F OF ANCHORAGE— • I }I DETAILS, SHEET 11 FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) it 4.051" \ I I INTERLOCK + 3.5" JR 04/05f'97 wn Ey DatC: JR 10/10/14 0 1) APPROVED ANCHORS. SEE TABLE A, 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-34 SHEETS 6-8: INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. • DISTANCE TO NEXT CLUSTER TO BE �— ---�--; 2a" O.C.,OR LESS I— - CENTERUNE OF END F4NEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLIJSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PEP, THE FIGURE ABOVE: CENTERLINE ^+2" ANCHORAGE�� CENTERLINE �+ OF PANEL 3 � OF PANEL 4 —SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGY DRIVE N. VF_NICE. FL 3427.5 (940 480-1600 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, CERT. OFAUTH,112529E , "+2" ANCHORAGE }-�— CENTERLINE f OF PANEL 5 24" MAX. SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL O.C. 6" MAX. x 4 PAIRS OF ANCHORS (TOTAL 8 21" MAX. ANCHORS) O.C. PER JAMB X r.� (SEE JAMB DETAIL BELOW) XJ—,% `✓ � ENO PANEL 6" MAX. ANCHORAGE (SEE "+2" SKETCH BELOW) ANCHORAGE � 6n SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE E�cTER10R HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. 5.64" 2-TRACK FRAME JAMB ANCHOR PAIR Sr, N1AX. ANCHORAGE SPACING &EXAMPLE PLANS SERIES 770 ALUM. `ciSGD - LM IMPACT ,wnn�iMiwl. l,: 5.'rr•ef, p,a".n"Nn ` svD-77o NTS 9 °i 72 PGT0130 C A. LYNN MILLER, P.E. P,E,*f 58705 CENTERLINE ^+2" ANCHORAGE�� CENTERLINE �+ OF PANEL 3 � OF PANEL 4 —SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGY DRIVE N. VF_NICE. FL 3427.5 (940 480-1600 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, CERT. OFAUTH,112529E , "+2" ANCHORAGE }-�— CENTERLINE f OF PANEL 5 24" MAX. SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL O.C. 6" MAX. x 4 PAIRS OF ANCHORS (TOTAL 8 21" MAX. ANCHORS) O.C. PER JAMB X r.� (SEE JAMB DETAIL BELOW) XJ—,% `✓ � ENO PANEL 6" MAX. ANCHORAGE (SEE "+2" SKETCH BELOW) ANCHORAGE � 6n SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE E�cTER10R HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. 5.64" 2-TRACK FRAME JAMB ANCHOR PAIR Sr, N1AX. ANCHORAGE SPACING &EXAMPLE PLANS SERIES 770 ALUM. `ciSGD - LM IMPACT ,wnn�iMiwl. l,: 5.'rr•ef, p,a".n"Nn ` svD-77o NTS 9 °i 72 PGT0130 C A. LYNN MILLER, P.E. P,E,*f 58705 EXTERIOR V kSTrZAGAL OR SPLICE LOCATION INTERLOCK-�l�IF NEEDED CENTERLINE I 2-TRACK FRAME HEAD/SILL Pa ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I+SPLICE LOCA INTFRLOCK— -A IF NEEDED CENTERLINE E 3-TRACK FRAME HEAD/SILL na ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C411) ASTRAGAL OR I�SPLICE LOCATION INTERLOCK- - IF NEEDED CENTERLINE EX` IOR V 4-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") JR I 04tV517 JR 110110114 C I NO CHANGES THIS SHEET. ASTRAGAL OR ( (FOR SPLICE INTERLOCK-^-( CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) ASTRAGAL OR SPLICE LOCATION INTERLOCK-�-I�IF NEEDED 2.04" CENTERLINE —+"-I I-- 1.75" 711 7„ 3.5' ------ r_—.. 4" DEG"` \ 2.04" - - _I T=� = 4" DIAG. _ EXTE OR 7" EXTERIOR RIOR t 7 j 74 3.5Fq 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL (CD ASTRAGAL OR INTERLOCK (d.) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. "C5") ANCHORS ARE REQUIRED. "C61r) t 4" EXTERIOR V 21" MAX. O.C. 2.04" /-6" DIAG. 2.04" EXT_ ERIOR 5.64" 6" MAX. 4 2-TRACK FRAME JAMB ANCHOR PAIR ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK- CONDITION, USE INTERLOCK- l IF NEEDED 2004" CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE 1 .^ 3.5" 1 13.5" Imo —I 7" 2.04" TERIOR � T I 4" DIAG. 3-TRACK FRAME HEAD/SILL 6a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4.08" A EXTERIOR ASTRAGAL OR II (FOR SPLICE INTERLOCK-�I CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5" I-- 2.0}4" I EXTERIOR 77 4" DIAG. 7" DIAG. I --- 7 - I 4-TRACK FRAME HEAD/SILL (a� ASTRAGAL OR IN (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4.08" 1070 TECHNOLOGY URi N. VENICE, FL 34275 (941)4804600 CERT. CFAUTH. #292,96 2.04" —�I 3 V5i- 3.5" I-- 3-TRACK FRAME HEADISILL ( ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK —� CONDITION, DO NOT , 1!7kf=oE EnEr USE THIS DETAIL) 4" ,04" 21" MAX. O.C. 6" MAX. 21" MAX. O.C. 6" MAX. 6" DIAG. 6" DIAG. 5.64" F4-TRACK FRAMEJAMB ANCHOR PAIR EXTERIOR ANCHORS MAY BE INSTALLED EITHER IN THE EXT, OR INT. TRACK (INT. SHOWN) 5.64" 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: 15" SPLICE LOCATION IF NEEDED {-- DIAG. 3.5" 4-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION ANCHORAGE, EXAMPLE CLUSTERS 7ur: SERIES 770 ALUM. SGD - LM IMPACT I III. SGD-770 NTS 10 of 22 I PGTO130_C NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED, 2. FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT P-NOOK SEE SHEET 9. 2jd?i?f!i d' lZENEwrW mumply'sng h tie . Reiding Cnde t 6 AcecpixEace ^ I I � Eapisnsiort lr� 1 Z A: Ll NIA sMILLth, P.E. P.E6# 58705 - INTERIOR INTERIOR 2.04i EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL INTERIOR 4" DIAG. 6.12" oFooIIIIFII`\ INTERIOR 90 EXTERI OR -- ----- ---- 4" (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 4.08" —jam INTERIOR 4" INTERIOR 4.08" 6.12" 2.04" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL 3 5" 14" DIAG. (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6" EXTERIOR 7 " EXTERIOR 4" 90° CORNEft 3-TRACK FRAME HEAD/SILL {"C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" INTERIOR 4.08" INTERIOR 2.04" — INTERIOR 2.04' l \ 7.. 8.94" 'eF IF �.� 3.5" 3.5" OPFd INTERIOR /;^ ° . 4" DIAG. 2.04" J EXTERIOR 4 it 2.04 EXTEOR RI8.94" 135° CORNER 2-TRACK FRAME HEAD/SILL USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 1194") INTERIOR 4.08" 7.41" r135 135° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTER IOR f 2.04" EXTERIOR 5.88" INTERIOR 900 3 5" I Fe 7" 135° 4" • * ' EXTERIOR � j� 90° CORNER 4-TRACK FRAME HEADISILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 6.12" 4" DIAG. � ----I 3.5" � 4„ �•` EXTERIOR 135° CORNER 4—TRACK FRAME HEADISILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4—TRACK CORNERS) DRIVE NOTES: III ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS, va i"d By,Oelr' Rrtvlsiortr JR 04105,�17 C NO CHANGES 7Hf5 SHEET. 7rnwn El" Dale: checked By. Onto,JR 10i10i14 7070 TECNNCLOGY N. UFNICE. FL 34273 real ar3o-�eor. CER7. OF AUTH. #2929E EXTERIOR INTERIOR ON EXTERIOR ALL n VIEWS 7" EXTERIOR 2.04" 4.08" 4" DIAG. 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED. "C6") CENTERLINE I OF YANtL Anlr`"nII? CENTERLINE �— OF PANEL +3" ANCHOR I 2 "+1"ANCHOR CENTERLINE OF PANEL "+2"ANCHOR 4" DIAG. CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. 7" l CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 2.04" OF PANEL 4-TRACK FRAME HEAD/SILL No,' 5'70S INTERMEDIATE ANCHOR LAYOUT - (3-TRACK SIMILAR) � a>`_ Ie ST.1TE Gf- D°srnplb. ANCHORAGE, EXAMPLE CLUSTERS ;'' SIF ERIES 770 ALUM. SGD - LM IMPACT lei ; ,'; , , , ; ' DwinHN°. R°�� A. LYNN MILLER, P.E. SGO-770 NTS 11of 22 PGTO130 C P.E.N 58705 I OF YANtL Anlr`"nII? CENTERLINE �— OF PANEL +3" ANCHOR I 2 "+1"ANCHOR CENTERLINE OF PANEL "+2"ANCHOR 4" DIAG. CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. 7" l CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 2.04" OF PANEL 4-TRACK FRAME HEAD/SILL No,' 5'70S INTERMEDIATE ANCHOR LAYOUT - (3-TRACK SIMILAR) � a>`_ Ie ST.1TE Gf- D°srnplb. ANCHORAGE, EXAMPLE CLUSTERS ;'' SIF ERIES 770 ALUM. SGD - LM IMPACT lei ; ,'; , , , ; ' DwinHN°. R°�� A. LYNN MILLER, P.E. SGO-770 NTS 11of 22 PGTO130 C P.E.N 58705 CENTERLINE OF PANEL "+2"ANCHOR 4" DIAG. CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. 7" l CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 2.04" OF PANEL 4-TRACK FRAME HEAD/SILL No,' 5'70S INTERMEDIATE ANCHOR LAYOUT - (3-TRACK SIMILAR) � a>`_ Ie ST.1TE Gf- D°srnplb. ANCHORAGE, EXAMPLE CLUSTERS ;'' SIF ERIES 770 ALUM. SGD - LM IMPACT lei ; ,'; , , , ; ' DwinHN°. R°�� A. LYNN MILLER, P.E. SGO-770 NTS 11of 22 PGTO130 C P.E.N 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" EXTERIOR } ^ 114" MAX. A��•-= SHIM EMBEDMENT: SEE TABLE A, JJ SHEET 1 2X WOOD WOOD ANCHOR TYPO, TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 &TABLE A, SHEET 1 E 20wTRACK FRAME HEAD Aw WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR a 2X WOOD ll'P., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" . _ -------- _ 1/4 ' - — — MAX. EXTERIOR EXTERIOR _L <� ` �' ', _ SHIM 2X WOOD � WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD Bw WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2-TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT -SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR — NOTE 3, SHEET 1 fr WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHIM JR � 04!Q5•'17 JR EDGE DISTANCE: SEE TABLE A, SHEET1 2-1 /16" " 2-TRACK FRAME JAMB Gw WOOD INSTALLATION C � NO CHANGES THIS SHEET. V1/00D ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR � I 2-1l16" " EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: 5EE TABLE A, SHEET 1 - --h— 2-1/161' METAL TYP., /SMS ANCHOR TYP., SEE ANCHOR Z SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 E 4-TRACK FRAME HEAD Cw METAL INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE,1 SHEET 1 (1/4" MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 E 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —`I 2X WOOD TYP., 5EE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., a SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1!4" MAX. SHIM EDGE DISTANCE; SEE TABLE A, SHEET 1 He3-TRACK FRA1v1E JAMB w WOOD INSTALLATION f0i0 TECHNOLCGY DRI N. VENICE, FL 34275 (937) 490-1900 CcRT. OF RUIN. �29�9i> EXTERIOR I i\ a2-1 /16" SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 7HREADS BEYOND THE METAL SUBSTRATE NOTES: 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN, ALLOWED. 2, METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) (JAMB) SEE DETAILS, SHEETS 10 & 11 MIN. OF 3 THREADS BEYOND THE METALSUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE s",t�iF4il4:�'4tEf'ii✓'� TABLE A, SHEET 1 ��-, 1 �sc�s�fesf'rt�� AlpirOO n� i3a� 3 EDGE DISTANCE: EzPimRlo°fg SEE TABLE A, - - =J-- METAL TYP., ! SHEET 1 I SEE ANCHOR NOTE 4, SHEET' 2-1/16" SMS ANCHOR TYP., SEE ANCHOR NOTES e & TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE EXTERIOR METAL SUBSTRATE 114" MAX. SHIM �- E 4-TRACK FRAME JAMB hN METAL INSTALLATION oeaurFnM: ANCHORAGE DETAILS rrro SERIES 770 ALUM. SGD - LM JMPACT SGD-770 1 NTS, 12 or 22 I PGT0130� C Not 5870�; ATE Or n= A. LYtJN'MILLER. P.E. P.E.# 58705 INSTALLATION tiAlL 0000000 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE SEE TABLE A, SHEET 1 CONCRETE TABLE A. SHEET 1 CONCRETE PER TABLE PER TABLE 2-1/16"' PER TABLE 2-1 /16' A, SHEET 1 1 A, SHEET 1 4---------=.; ..._----------------- A, SHEET 1 0000-- EXTERIOR _ ¢ :- f. EMBEDMENT: L 114" EXTERIOR SEE TABLE A MAX, 14" 1EXTERIOR MAX: < , SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYPO, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 3-TRACK FRAME HEAD Bc CONCRETE INSTALLATION 2-TRACK FRAME HEAD Ac CONCRETE INSTALLATION CONCR E ANCHOR TYPO, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & — TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) _ EXTERIOR a -- -- 2-1/16" ` 2-1116" * I WOOD BUCK TYP., SEE SEE ANCHOR NOTES & — ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1� SEE ANCHOR NOTE 5, SHEET 1� _ it (1/4" MAX.) EXTERIOR I ` EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN, ALLOWED. ._.. — — .....---�----------- - — 1/� " DIAGONAL O.C. IS M ' MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE o- = DETAILS, SHEETS PROPERLY SECURED 1X CONCRETE ANCHOR TYPO, WOOD BUCK TYPO, SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 DE 4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION PROPERLY SECURED iX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NCTES & — ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 / SEE ANCHOR NOTE I SHEET 1� E_ _ (114" MAX.) -_- . i EXTERIOR 2-1116" ma CONCRETE CONCRETE EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL E 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 10 & 11. PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYPO, — SEE ANCHOR NOTE 31 SHEET 1 -, tt� EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 _� CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES &TABLE A. SHEET 1 EDGE DISTANCE: _ SEE TABLE A, SHEET 1 2-1l16"' CONC./CMU ANCHOR '' •`�` • ! 2-1116" ` � PROPERLY SECURED .. ' ' i� i - I 1X WOOD BUCK TYP., - TYP., SEE ANCHOR III �t SEE ANCHOR NOTE 3, .III CONCRETE NOTES &TABLE A, i!; ' • SHEET 1 �' 'OR CMU CONCRETE ' SHEET 1 " i :`,! PER TABLE EXTERIOR I �OR CMU EXTERIOR • • _ . A, SHEET PER TABLE n \/ 1/4" MAX. SHIM -- A, SHEET 1 114" MAX. SHIM ---� I--- E 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB Gc CONCRETEICMU INSTALLATION He CONCRETEICMU INSTALLATION 1070 TECHNOLOGY DRIVE N VENICE, FL 3d27.5 (941)4A0-1[OC CERT. OF AUTH. #29206 04/05/17 ' C PJO CHANGES THlS SHEET. NiR: L}IRcnMcnM'6}r- URIC: 10/1 �%14 PROPERLY SECURED 1 X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES &TABLE A, SHEET 1 EXTERIOR �� EDGE DISTANCE: _ SEE TABLE A, SHEET 1 CONCRETE •• �OR CMU s ' PER TABLE A, SHEET 1 1/4" MAX. SHIM ----� I—^- 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ANCHORAGE DETAILS r+uc: SERIES 770 AL UM. SGD - LM IMPACT rn�lACnar 54Jc' Slwrt; Orn,.+re9 rtc RRv' sco O / u NTS 13 "r 22 PGT0130 C CONCRETE PER TABLE A, SHEET 1 FTp 1 �=C. r—1 A. LYNt� MtiLL'ER. P.E. P.E.# 58705 SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYPO, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 3-TRACK FRAME HEAD Bc CONCRETE INSTALLATION 2-TRACK FRAME HEAD Ac CONCRETE INSTALLATION CONCR E ANCHOR TYPO, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & — TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) _ EXTERIOR a -- -- 2-1/16" ` 2-1116" * I WOOD BUCK TYP., SEE SEE ANCHOR NOTES & — ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1� SEE ANCHOR NOTE 5, SHEET 1� _ it (1/4" MAX.) EXTERIOR I ` EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN, ALLOWED. ._.. — — .....---�----------- - — 1/� " DIAGONAL O.C. IS M ' MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE o- = DETAILS, SHEETS PROPERLY SECURED 1X CONCRETE ANCHOR TYPO, WOOD BUCK TYPO, SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 DE 4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION PROPERLY SECURED iX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NCTES & — ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 / SEE ANCHOR NOTE I SHEET 1� E_ _ (114" MAX.) -_- . i EXTERIOR 2-1116" ma CONCRETE CONCRETE EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL E 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 10 & 11. PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYPO, — SEE ANCHOR NOTE 31 SHEET 1 -, tt� EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 _� CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES &TABLE A. SHEET 1 EDGE DISTANCE: _ SEE TABLE A, SHEET 1 2-1l16"' CONC./CMU ANCHOR '' •`�` • ! 2-1116" ` � PROPERLY SECURED .. ' ' i� i - I 1X WOOD BUCK TYP., - TYP., SEE ANCHOR III �t SEE ANCHOR NOTE 3, .III CONCRETE NOTES &TABLE A, i!; ' • SHEET 1 �' 'OR CMU CONCRETE ' SHEET 1 " i :`,! PER TABLE EXTERIOR I �OR CMU EXTERIOR • • _ . A, SHEET PER TABLE n \/ 1/4" MAX. SHIM -- A, SHEET 1 114" MAX. SHIM ---� I--- E 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB Gc CONCRETEICMU INSTALLATION He CONCRETEICMU INSTALLATION 1070 TECHNOLOGY DRIVE N VENICE, FL 3d27.5 (941)4A0-1[OC CERT. OF AUTH. #29206 04/05/17 ' C PJO CHANGES THlS SHEET. NiR: L}IRcnMcnM'6}r- URIC: 10/1 �%14 PROPERLY SECURED 1 X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES &TABLE A, SHEET 1 EXTERIOR �� EDGE DISTANCE: _ SEE TABLE A, SHEET 1 CONCRETE •• �OR CMU s ' PER TABLE A, SHEET 1 1/4" MAX. SHIM ----� I—^- 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ANCHORAGE DETAILS r+uc: SERIES 770 AL UM. SGD - LM IMPACT rn�lACnar 54Jc' Slwrt; Orn,.+re9 rtc RRv' sco O / u NTS 13 "r 22 PGT0130 C CONCRETE PER TABLE A, SHEET 1 FTp 1 �=C. r—1 A. LYNt� MtiLL'ER. P.E. P.E.# 58705 INSTALLATION DETAILS FRAME JAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER INFILTRATION WOOD ANCHOR TYP., ` SEE ANCHOR NOTES EMBEDMENT: —"--� ._ - --_- &TABLE A, SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 : -- = 2e ILLUSTRATION, SHEET 9) to _. 1 --- EDG DISTANCE: SEE oko EMBEDMENT: TABLE A, SHEET 1 4 SEE TABLE A, It 26 EXTERIOR SHEET 1 IFFPHOOK WOOD ANCHOR TYP., o P-NOOK SEE ANCHOR NOTES CONCRETE OR� & TABLE A. SHEET 1 CMU PER TABLE (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS #181 #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 TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 2.693" MIN. EDGE DISTANCE ' "' CONCJCMU ANCHOR TYP., SEE 26 ANCHOR NOTES & TABLE A, SHEET 1 -1 1-1/4" MIN, EDGE DISTANCE EXTERIOR ,IN 14 On I to III J28 P HOOK MOUNTING ADAPTER CONC./CMU • \.ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE I A,SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18 #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY, SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. 5EE TABES 1-3, SHE 6-8 FOR REQUIRED Po-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. P-HOOK MOUNTING P-HOOK MOUNTING CONCRETE OR EMBEDMENT: 5EE ADAPTER CONC.ICMU EMBEDMENT: SEE ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 I ANCHOR TYP., SEE TABLE A, SHEET 1 ANCHOR TYP.. SEE A, SHEET 1 _ `— ANCHOR NOTES &TABLE ANCHOR NOTES A, SHEET 1 & TABLE A. SHEET 1 (ALSO SEE TYP. 28 EMBEDMENT: ILLUSTRATION, SHEETS) (ALSO SEE TYPO SEE TABLE A, ` • As e7O7EI%"°g with ILLUSTRATION, u 28 �Duidnngirxter SHEET 9) SHEET 1 s / Aecet+tanceNn� I Z�'°� z ' /� Expiration Datei (' J�E DISTANCE: SEEtt 1-1/4" MIN. EDGE DISTANCE y + TABLE A, SHEET 1 30 !� EXTERIOR YP., P-HOOK SMS ANCHOR T SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) JR I 04;G5�17 JR 2.693" MIN. EDGE DISTANCE P-NOOK FOR USE WITH_BOX SILL RISERS Kw PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY C I IJO CHAtiGFS THIS SHEET. 7070 TECHNOLOGY DRIL'E N. VEh9CE, FL 34275 (947J4&0-?600 CERT. OFAUTH. #29296 P-HOOK CONC./CMU EXTERIOR J ANCHOR TYP., SEED ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) eP-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19t #21 #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY DescFf7uF' ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT S.x.rs.M1laCnY ,Fair,. $Ae+.n: OrawmS ale. sGo-77c NTS 14 ^r 22 PGT0930 CUNFIG. EXAMPLES HEADER DETA(L'A'I SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac', SHEETS 12 & 13 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 12A4 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. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS DW &'Dc, SHEETS 12 & 13 PANEL CORNER MAX. UNIT WIDTH MAX. WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL PANEL I� PANEL TYPE TYPE PANEL TYPE 'QS' 'AS' TYPE ,Ar �K' NOWMAX �1 PANEL PANEL WIDTH TYP. DLO HEIGHT SEE PER i HEIGHT I NOTEl TABLES 1-3 , 11 #10 X 1-112" PH SKIS UNIT WIDTH INTERIOR EXTERIOR '� 90° CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 MAX. UNIT HEIGHT INTERLOCK DETAIL PER 'M', SHEET 19 TABLES EXTERIOR INTERIOR 1-3 , EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX � -SILICONE FRAME CORNER DETAIL DETAIL Part # Description Material 124 Kommeding 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer FERENCE TEST REPORTS: FTL-8717, 8968 & 89 Once: kaviso'rz 04/05/17 C NO CHANGES THIS SHEET - 10%r 0/14 SILICONE HERS STRUGTURAL POLYISOBUTYLENE WITH DESICCANT #8X1" PH SMS EXT. 1i4" NOM. 18; INSTALLATION DETAIL4�7 'Gw' & Go', SHEETS 12 &E13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" --HOT-MELT BUTYL STRUCTURAL ®' SILICONE ----- 3/16"NW FOAM WITH CANT DESIC EXT. GLASS -V% -INT. GLASS (iza` KODISPACE 4SG TPS GLASS {iz< SUPER SPACER®NXT7rr _ALUMINUM r REINFORCEMENT pOLYISO- (I® BUTYLENE > 5/16" NOM: - SEAL BUTYL & ROLL -FORMED DESICCANT- STAINLESS STEEL FOAM EXT. GLASS EXT. GLASS 'D TECHNOLOGY DRIVE N, VENICE, FL 34275 (9d?) 480-?8DD CERT. OF AUTH. w2929G `---INT. GLASS IIIIINN DESICCANT FILL AREA 5l16" NOM. SILICONE SEAL INT. GLASS ,;ze: DURASEAL©SPACER `;z�;. XL EDGE"'SPACER ANCHORAGE DETAILS / EXAMPLE ELEVA Tvn: SERIES 770 ALUM. SGD - LM IMPACT 5"rnr9lMrxief rn!° -"nn1 Dmwnn fd°. SGD-77D cNTS 95 yr 22 PGT4930 :.:=0 %Is A,LYNNivI ttR,' -E- C P.E m 58705 CONFIG. EXAMPLES ( 1XED JAMB DETAIL'G2'I SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 SHEET 19 OPERABLE JAMB DETAIL'G3% SHEET 18; -INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 ASTRAGAL HEADERDETAIL'A',SHEET DETAILS 11' & 18, INSTALLATION DETAILS L2, SHEET 19 'Aw' &'Ac. SHEETS 12 & 13 YPE TYRP PAEL� PANEL IIIII PADNEL II II PAANEL TYPE TYPE If TYPE PANEL MAX. WIDTH TYP. PER SEE DLO TABLES 1-3 NOTE 2; HEIGHT SHEET 15 10 a x a � SEE FRAME & s PANEL CORNER CONSTRUCTION DETAILS SHEET 15 MAX. UNIT WIDTH rl MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL SHEET 18; INSTALL DETAILS All & 'Dc', SHEETS12 &13 SILL DETAIL'D', SHEET 18; EXAMPLE: OXXX INSTALLATION DETAILS 2-TRACK 'Dw' &'Dc', SHEETS 12 & 13 ASTRAGAL DETAILS it It & L2. SHEET 19 NTERLOCK DETAIL 'M', S HEET 19 JAMB DETAlL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw'; 'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 MAX. UNIT 1"IDTA MP H T JR �'HEADER DETAIL B', SHEET i 8; INSTALLATION DETAILS'Bw' &'Bc', SHEETS 12 & 13 PANEL MAX. WIDTH TYP. PER SEE DLO TABLES 1-3 NOTE 2; HEIGHT SHEET 15 10 a x a � SEE FRAME & s PANEL CORNER CONSTRUCTION DETAILS SHEET 15 MAX. UNIT WIDTH rl MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL SHEET 18; INSTALL DETAILS All & 'Dc', SHEETS12 &13 SILL DETAIL'D', SHEET 18; EXAMPLE: OXXX INSTALLATION DETAILS 2-TRACK 'Dw' &'Dc', SHEETS 12 & 13 ASTRAGAL DETAILS it It & L2. SHEET 19 NTERLOCK DETAIL 'M', S HEET 19 JAMB DETAlL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw'; 'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 MAX. UNIT 1"IDTA MP H T JR �'HEADER DETAIL B', SHEET i 8; INSTALLATION DETAILS'Bw' &'Bc', SHEETS 12 & 13 PANELPANEL T TYPE; TYPE TYPE TYPE UNIT IGHT ER •�3 DLO1I �I NOMV jet i EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; (3-TRACK, RIGHT POCKET} INSTALLATION DETAILS Ew' & 'Ec', SHEETS 12 & 13 10 04.ro5��i7 I C I NO CHANGES TNIS SHEF_T. J ' HEADER DETAILA'I SHEET 18; INSTALLATION DETAILS'Aw' &'Ac', SHEETS 12 & 13 90' PANEL TYPE DLO HEIGHT PANEL TYPE CS` NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL TYPE MAX. UNIT 11VIDTH MAX. DLO WIDTH PANEL TYPE K' SEE NOTE 2; JCCT 1Y. MAX. UNIT HE PER TABLES 1-3 EXAMPLE 90° OUTSIDE CORNER - XX/XX (2-TRACK) INTERLOCK DETAIL `M', SHEET 19 70 TECHNOLOGY URi N. VENICE. FL �4Z75 (941) 480-160C CERT, OFAUTH. R2.4296 JAMB DETAIL 'ill, SHEET 18; INSTALLATION DETAILS'Iw' to le, SHEETS 12 & 13 JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS'tw'&'Ic. SHEETS 12 & 13 mmmunnomwAlm � EXAMPLE: XXXO 4-TRACK, BY-PASS) JAMB DETA(L'G3'I SHEET 18; INSTALLATION DETAILS Gw' &'Gd, SHEETS 12 & 13 ° INTERLOCK DETAIL SHEET 19 90` OUTSIDE CORNER DETAIL' 411, SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 T HT .ES 3 K. INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 SILL DETAIL IF, SHEET 18; EXAMPLE ELEVATIONS tore SERIES 770 ALUM. SGD - LM fMPACT scc-nu � NTS ; 16 M 22 � PGT0130 � C ;�s unn�34ug c�if4s !h� S+7or i1� itt9et� E ntNit� kit _ I (74v 0 3 ticcegc[et�sc^ Expirczdio�e E fe A it l'`Ll'?VrI}fJfILLE�Fi.`P.E. P.E.# 587D5 PANEL TYPES SINGLE INTERLOCK OUT ZL-' SINGLE INTERLOCK= IN FIXED STILE LOCKSTiLE WlHANDLE (j) ASTRAGAL L BOX OUT WIHANDLE y f-- ASTRAGAL W BOX IN �m J WI HANDLE r— ASTRAGAL (n BOX OUT LL ASTRAGAL ( U BOX IN J INT CORNER 90 LOCKSTILE _.I W/ HANDLE #120 4:.. W EXT CORNER z 90 LOCKSTILE W/ HANDLE #11 _ EXT CORNER #61 90 RECEIVER W/ HANDLE INT CORNER 461 90 RECEIVER W; HANDLE #118J #118 EXT CORNER 90 RECEIVER- #61 EXT CORNER 431; i 135 RECEIVER W/HANDLE #pl�IN INT CORNER #31 35 RECEIVER WlHANDLE xci JR 04/05,�17 wn ey: Oa1u: JR 10/1 D/i4 C PANEL'S RIGHT STILE TYPE SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL 60X OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER ASTRAGAL ASTRAGAL INT COP,NER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK r 135 RECEIVER 135 RECEIVE. STILE W, HANDLE BOX OUT BOX IN WIHANDLE W/ HANDLE W% HANDLE W; HANDLE WI HANDLE WI HANDLE WIHANDLE lN; HANDLE OUT IN ` -� n. r#1,8 11 �1 -� � #61!�#1ie1 �! #61 #61 #S1 7 #120 F PP K L . T TQ TC TA TV TW ' (Rnx our) ,q C C IC SQ SC SA SV S B E P (BOX OUT (Boxw; D IVi LR (Aoxovo i' (BOX IN) T (eOX OUT; T RT iJl � QT QS CT CS AT rAS DF CF VT VS VF WT WS WF PJO CHANGES THIS SHEET. S S aox oun (BOX rN') J J (BOX OUT) (BOX IN) PANEL NOTES: 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL SIZES & DESIGN PRESSURE, LEFT tJ INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF PANELINN PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. 3,900 ASTRAGALS TO USE HEAVY -DUN STILES (aoxoc7J (#61), CORNER RECEIVER (#118) AND EITHER r PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (9119) OR INTERIOR (#120) CORNER (� APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. laoxrNJ 4. 135" ASTRAGALS TO USE HEAVY-DUTY STILES (#61) AND CORNER ADDON (01). .232" SILL RISERS OPTIONS _232" �► 4 .232^ EXTERIOR EXTERIOR .062" x"9?€_'.'S.R£I'.:T FiFadE.'9I�;fD aer�a�r�3yim't with titr. #r9rari EXTERIOR EXTERIOR 062" 4.055" .062" 3.305" Accertem: Zs}__ 062" 2.555" n j1,567"jL4 I.. _ i� !I r.: fir. _ -� I 18RISER, FLAT ` 20 SILL RISER, FLAT SILL RISER, FLAT SILL RISER,FLAT LOW, 2-1,2" 22 MEDIUM. 3-114" 24 HIGH, 4" .750" .750" —►-I f-�— .750" EXTERIOR � � •062" EXTfE�R—I�OR 06 OF 062"2.555^7_ 3 305 " IF 1.567 fi SILL •ti ,\ 19" SILL RISER, BO` 21 LSILL OWR2 1E2 ,BOX 23 MEDIUM. I3-1 4OX 25 HIGH, SILL q ER, BOX NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8v.+,,T I07C+TECHNOLOGYDRIVE °s�tF:ro :'•` t '`'• i ".;� \ti N. VEMCF FL 34275 PANEL TYPES (941)48C-1600 rar.•: ` ; , SERIES 770 ALUM. SGD - LM IMPACT CERT. OF AUTH. r29296 R,,.: sic y�"t"c^'4 A. LYNN MILLER, P.E. a+ SGD-770 I NTS 17 M 22 PGTO130 C P.E,# 587D5 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 14 (�P 14 #10 X 314", SMS, X 3 'LONG EXTEF G FULL LENGTH OF JAMB E G1 � 2-TRACK JAMB 6" LONG CLIP #105 @ Wl RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) EXTERIOR 123 FULL LENGTH G2 OF JAMB 2-TRACK JAMB CLIP #80 OR #105 '•.-j'• W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO u 6o OR 61 THE EXTERIOR) EXTERIOR SHOWN WITH �E 2-TRACK WfSCREEN OPT. SCREEN A FRAME HEAD TRACK EXTERI a 2-TRACK W/SCREEN FRAME SILL * ITEM 61 SHOWN, (TEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. JR I C4/05H7 JR C I NO CHANGES T H15 SHEET. EXT m 1 L EXTERIOR 14 da G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 11 E G4 2-TRACK JAMB W/SCREEN 3-TRACK FRAME HEAD 3-TRAGK E FRAME SILL rnTu recHnrocacvoRr iV. VEWICE. FL 54275 (941J 4A0.15nn GERT. OFAUTH. !<Z°2�6 EXT GTc�c 16 FULL PANEL JAMB LENGTH SEE DETAIL G1 FOR FIXED 80 PANEL CUP 5EE DETAIL G2 FOR FIXED PANEL CLIP 5 16 t cI�,EXTERIOR 17 �J�,EXTERIOR 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB H1 (SHOWN WITH HZ (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) �E 4-TRACK C FRAME HEAD 4-TRACK F FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 e"arnprior.: VERTICAL SECTION DETAILS nk SERIES l / u ALUM. SGD - LM IMPACT Senav'Mrr:bF 5r ;cl Sl:eeC Dreevip Nc. scaa:o 1 NITS 18 M 22 PGTO130 :; L e4 4OY' A: LYNN MILLLA, P.E. C P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 61 27 63 26 60 OR 61 27 :'t•7 EXTERIOR C1� 62 P-HOOK. FOR FLAT SILLS (EXT. OR INT. MOUNT) STANDARD ASTRAGAL #67 Li WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) JR 104rb5:'7 I C 10/10l74 5 INTERIOR 61 113 11a' 7 113 30 11 63 103 Q 111 Q 60 OR 5 65 EXTERIOR 111 62 EXTERIOR P-HOOK FOR BOX SILLS K EXT, MOUNT ONLY EXTERIOR HEAVY-DUTY ASTRAGAL #68 U WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) E i�5OUTSIDE CORNER 01 2-TRACK SHOWN NO CHANGES TN15 SHEET. 61 1 INTERIOR 90° 119 � EXTERIOR �90° OUTSIDE CORNER I`!1 2-TRACK SHOWN INTERIOR 14) (5) (61)(32 135° 90° EXTERIOR a� INTERIOR a 90' INSIDE CORNER N2 2-TRACK SHOWN 31 4 INTERIOR 5 1A 65 EXTERIOR sn oR s1 M INTERLOCK ' ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS &B FOR DP (PSF) ASSOCIATED WITH STILES_ a� su�03g•sr:�*,5¢t� eflte �ertbas}; Oacie ' � _ ! 12 f • o� r3ecenPanee Nts'_?S —7 A-� f �ggrijj'sticaa liffaeF ��, dsrasi D�az'sc '7csri�aB EXTERIOR � • ' ' of 1350 INSIDE CORNER oz 2-TRACK SHOWN 1070TECHNOLOGYDRIVE N. VEN#CF, FL 3427.5 HORIZONTAL SECTION DETAILS, CORNERS =. `<;=� ''`:. ; .`• :� (941)480-1n00 rlc T. OF AUTH. il29296 SERIES 770 ALUM_ SGD - LM IMPACT CER o�ecnn:r'nt snow: orawmeNa RC1 A. LYNN MILLER. P.E. SGD.7'0 -NTS 19 22 PGTO130 C P.E.;#58705 1" �J (6063-T6 AL) 1,..,�' �2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) io 4-TRACK SILL (6063-T6 AL) 1" 7.105" 0.081" —� O3 3-TRACK HEAD (6063-T6 AL) 0.081" 1.260" 9.142" 1.211" 1.211" O4-TRACK HEAD (6063-T6 AL) 1.514" 0.060" OFRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 04/05'f7 � G JR 11G/9G%;4 NO CHANGES THIS SHEEL Da,nr 0.062" 0.532" 1.516" FRAME SILL SCREEN 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24" MAX. O•C. O3-TRACK SILL (6063-T6 AL) 1.36" O'081" 6A 98" 15" 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) IS" 1.36" �lg 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) O2-TP.ACK SILL (6063-T6 AL) 0.060" FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 1070 TECHNOLOVY DRIVE N. VEMCE, FL 3a2:5 /a41146t�-16tl0 T. OFAUTH. #29296 15" 7.105" is 3-TRACK JAMB (6063-T6 AL) EXTRUSIDI�IS 0.( 1a 2-TRACK JAMB (6063-T6 AL) 4-TRACK (6063-T6 �� JAMB AL} SERIES 770 ALUM. SGD - LM IMPACT 1.872" 0.062" 1.019" SCREEN 4o STILE (6063-T6 AL) SGD-lio I Nrs 121 "� 22 I PGT0130 I C 1.045" 1.993".I��l� 0.062" SCREEN a5 TOP RAIL (6063-T6 AL) 0.875" 1.993" 0.062" SCREEN as BOTTOM RAIL (6063-T6 AL) 3°4t#3d11:�°S' RiC� ss ttem�st;�eat� evdth tffie . F3aS img £ut8e e :fin 19 _j (ZLr '63 A�crpagzte tit A. LYNFt'4AILLER, P.E. P.E.# 58705 ,016" 0.718" 0,264" OFRAME SCREW COVER (6063-T6 AL) .155" 0.080" 0.83" 0.752" 8SILL 1 1 TRACK (6063-T6 AL) 2.30" 1:488" 0.330" \ I .080" 1.870" - 2.44" 3i 135m CORNER (6063-T6 AL) 3.979" 67 STANDARD ASTRAGAL (6063-T6 AL) " 1.003 0.050" 105 FIXED PANEL CLIP (6063-T6 AL) .550" 0.709" 0.080" FIXED PANEL cos RETAINER, (6063-T6 AL) JR 04/G5,77 w, 6g palm: JR 10/10/94 32 135" FIXED MOUNT (6063-T6 AL) 0.080" 3.802" 26 P-HOOK (6063-T6 AL) 4" 0.062" s8 HEAVY DUTY ASTRAGAL (6063-T6 AL) 0.709" 2.f FIXED PANEL iz3 RETAINER, 7/8" (6063-T6 AL) C � NO CHANGES TH1S SHEET. 1�s 90m CORNER RECEIVER (6063-T6 AL) 2.304" 0.796" D.062" P-HOOK MOUNTING za ADAPTOR (6063-T6 AL) 1.600 3.125" - 6o STANDARD STILE (6063-T6 AL) 4.125" ss TOP/BOTTOM RAIL (6063-T6 AL) 4" 3.802" 0.885" ¢_ 4 0.233" J 0.062" J 4 HOOKSCREW 30 P-HOOK FOR BOX RISER 29 COVER 0,080" (6063-T6 AL) (6063-T6 AL) 1.163" 1.600 61 HEAVY DUTY STILE (6063-T6 AL) c 1.050"ll 1.050" 1� 045" 8„ ,, INTERLOCK s` ADAPTER (6063-T6 AL) .485" 1.050" .045" -�-�� 79 BEADN G. 80 B/EAD. FIXEID_G R1 B��pGLAZING (6063-T6 AL) . PANEL CLIP (6063-T6 AL) (6063-T6 AL) t19 90"OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 1070 TECHNOLOGY DR1Vt N, VENICE, FL 34l75 (94i)4fi0-i600 CERT, OF AUTH. 2929E nexmdyn: EXTRUSIONS 120 90` INSIDE CORNER ASTRAGAL (6063-T6 AL} SERIES 770 ALUM. 5GD - LM IMPACT anal/Alniel. Srn;m. Stoat prewrg km Fuv. sGa(7o NTS 22 22 PGT0130 C 1.303" 0.325" INTERLOCK s5 SCREW COVER (6063-T6 AL) aMs i*nanpEyi Ai�jf rv{lhY9ee glar+�/ 7 4M�C Sr�! ` 1(( � V '63 t@sa epRnna No Ezgsixat3 ®n L3attic�,��Z•�"' `f` 3 T;1T E ;Ji• ��: f�`r •i5't', A. LYNN M�LLER, P.E. P.E.# 56705 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315w2590 F (786) 315-2599 www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami�Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER A the right to revoke this acceptance, if it is determined by Miami —bade 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 DESCRIPTION: Series "PGT" Clipped Extxuded A.lumin.um Tube Mullion -� L.M.Y. APPROVAL DO rowing o. i e mpact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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 -bade County Product Control Section. LABELYNG: 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# 164218.03 and consists of this page 1 and evidence pages E4 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: 1VIay 26, 2021 royal Date: November 09, 2017 Page 1 PGT Industries, Ine. NG'TYCE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 104819, 05) No. 6300JR, titled "ImpactWResistant Aluminum Tube Mullions", sheets 1 2. Drawing through 25 of 25, dated 08/29/11, 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 2411.3.11, and TAS 202�94 along with xnarke&up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru &-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CA.LCULATI.ONS 1. Anchor verification calculations and structural analysis, complying with FBC Sth Edition (2014) and with FBC 6rh Edition (201.7), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFZCATI®NS 1. None. E-1 Jorge M. Plasencia, P.E. Pro r�ct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGrI Industries, Inc. �'. ST.ATEi1�IENTS 1. Statement letter of conformance to FBCGS' Edition (2014) and FBC.6" 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. ®T]FIER� L Notice of .Acceptance No. 1.6"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 Ni. Plasencia, P.E. P duct Control'Unit Supervisor NOA No. 17�0630.OI 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 OPENING WIDTH FOR VERTICAL MULL MULLIONS / -� SEE DETAILS 1 A-D,G,H; SHEETS 2-4 SEE DETAILS ATHRU G; SHEETS 2-4 MULL LENGTH HORIZONTAL MULL LENGTH lIl \ III � SEE DETAILS A-D,G,H; SHEETS 2A HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL � LENGTH OPENING MULL HEIGHT LENGTH SINGLE MULLION �--OPENING WIDTH---1 SINGLE MULLION SEE CORRESPONDING DETAILS >� FROM FIGURE 1 ABOVE. ARCHE6 TO BE INSCRIBED INSIDE SHAPE 1 SEE DETAIL: A THRU G; / SHEETS 2-4 OPI HEIGHT FOR HORZONTAL SEE DETAIL E. SHEET 3 FENESTRATION pRooucrs MAv BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. GENERAL NOTES: N TO RS F N FORTHE ETAILS PRODUCT IINSTALLATIOIN, TYPICAON ONLY, L APPLIICATIONCHORS OS ARE WN RSHIOWN* EACCH SITUATION IS UONIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS S CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED RE THAN11180I THE 1/3 N TIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO HIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS CUSED FOR THE EVALUATION EOF WOOD SCREWS.SS INCREASE WAS USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND HE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES, THE.LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLESr ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST AS APPROPRIATE FOR SUBSTRATE MATERIAL, PERLY TO TRANSFER D DISSS TO IMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PE STRUCTUREw ANCHORS SHALL BE COATED OR ION REVEN RESISTANT REACTIONS. 8} REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS THE MENTS OF THE FLORIDA CODEvAND ARE APPROVED FOR IMPACT AND NOWIMPAACT APP CA IONSMPLY HMULL MULLIONS ARSE ONLY OBE USED WITH BUILDING PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. W QUANTITY HEI HTCOF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTSOFTHIS NOA, ESPAN AND OPENING F--HORIL MULL LENGTH-� OPENING HEIGHT FORn0PFJN4INGwIDTH VERT HORIZMULL MULLLENGTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS :ODES/STANDARDS u5tu; •2017 FLORIDA BUILDING CODE (FBC), 6H EDIION •2014 FLORIDA BUILDING CODE (FBC), 5H EDIION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015. •AISI S100-12 •AISC 360-10 INSTRUCINS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT'1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". MULLION's MULLION CAPACITY (LBS/FT FROM TA13LES VIA NO THE GENERAL NOTES.......____....._...... 1 INSTRUCTIONS._ ..............._.._._.._ 1 ELEVATIONS ..............._..._......_._... 1 MULL TO 2Y WOOD........._ ............. 2 MULL TO 1X & MASONRY ... 2 INSTALLATION NOTES ..............._.. 2 MULL TO MASONRY....-....._,,,..,...._ 3 MULL TO STEEL STUD.-._.._.._....._ 3 MULL TO MULL ...... ..................... _.. 3 ALTER CLIPS......._.._....._.4 BAY MULL INSTALLATION....._._....4 1 X 2 X .125 MULL SPECS.._......._..5LLI 1 X 2 X .375 MULL SPECS_.__.........6 cn 1 X 2.75 X .375 MULL SPECS........-.7 1 X 2-75 X -65 MULL SPECS.9-,_..460108 1 X 3,126 X .500 MULL SPECS.-......9 1 X 4 X .125 MULL SPECS.._._......_ 10 03 1 X d X .375 TUBE MULL SPECS.01.11 VIVO 1 X 4 X .375 "1" MULL SPECS.1.0194.11 1.25 X 3.188 X 265 MULL SP ECS...12 125 X 3.25 X .10o MULL SPECS._...13 1.26 X 325 X.624 MULL SPECS_...14 1.25 X 3.9d X .624 MULL SPECS.,...15 Z X 4 X .25 MULL SPECS_._........... 16 2 X 6 X .25 MULL SPECS.........._.... 17 128 X 2.11 X .126 MULL SPECS_,, 18 30' X 3.25 BAY MULL SPECS..4..1_.919 45' X 325 BAY MULL SPECS..._.._ 20 MULLION & CLIP DIMENSIONS.._.. 21-23 EXAMPLES 1 & 2...............-__.._.._. LOADING EXAMPLES.-..._......_.._.... 25 3) THEMUWONHTYPENLENGTH AND OPEN NG W DTH OR HEIGHT (DEPENDING IF THE MULLION ON S 8 SPANNING VERTICALLY OR ORIZON ALLY)UTHE MULLION CAPACITY (LBS/FTC) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LOS/F I FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED LLBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LSSIrPI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LEQUIRBSIFT2) FOR THE CVALUE A LOWER ANCHOR CAPACITY OPTION MAY BE DUSTMEN FOR FORTIHE SAME ULX4 TO SUBSTRATE BfClkTHE LOWER ANCHOR CAPACITY REQUIRED. WITH THlS woo BE USED AND COMPARE WITH THE FINAL CAPERIFY ACITY (L DESIGN PRESSURE OBTAINED FOR THEMULLIONS SYSTEM- THE LOWER OF HE TWO SHALR THE FENESTRATION PRODUCT CL APPLY FOR TH ENTIRE MULLED F NESTRAT OINCN PRODUCT ASSEMBLY, 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA 70 APPLY FOR A PERMIT. •� a U s }= > Z W O Y J U) In c9 111 O H coo W w F O Z a PR®DUCT REV{SED as complying with the Florida Building Code 77-0630.01 NOA-No, Expiration Data 05/26/2021 sy Mlaml- de Product Contro No.58705 V tr IV fAtEO ((/� �� ..FiOR10P- �ONAL 6a.• A. LYi�I(`PMILdtHR�t' E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) I i � i - ' I i I � SEE SHEETS I - I 21-23 FOR HOLE I I� LOCATIONS EITHER THE c I. STANDARD OR � � •° EDGE m c OFFSET MULL a � -° DISTANCE CLIP MAY BE � I I FOR WOOD / INSTALLED BY � d e I SCREWS L THIS METHOD, ° 260" MAX FOR �. 4 _ ALL MULLIONS • d �. - � e a a' � a d. ' �' c d e 0 • 9 d a °'. a ° ° a e a e ,,/� a , EXTERIOR ° d ea . DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN} m W � � N n q ® ON p N �M � i' �� a �U' � ..� O �� d � TYP,ANCHOR o W PER SUBSTRATE, �2 U SEE SEE TABLES 18-138 v' •MIN Z7�K51� •' �•�.,�' .-'I EDGE ... CONCRETE Oft CMU� �'�I •- I D15TANGE, LLJ ,J 1----'SEE SEE TABLES � � EDGE DISTANCE 1B-138 � g — FOft MASONRY ANCHORS � W SIDE VIEW Q . c EITHERTHE U � STANDARD OR Z Z • OFFSET MULL da CLIP MAYBE W INSTALLED BY ly ,_,, °- � THIS METHOD. � Q Z ~ � F a U � lf. N IL ® � z c�.' C7 Q D. O C TYP. ANCHOR U �— TYP.ANCHOR PER SUBSTRATE. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 10-13B SEE TABLES 1 B-16B PER SUBSTRATE. �EDGE/END BUCKSTRIP SEETABLE5IB-16B /// � DISTANCE AND SEE TABLES r - - - ATTACHMEM 1843E I ' � -.. ' : a : ,. �• a BY OTHERS. BUCKSTRIP EMBEDMENT• � �'•� _ SEE NOTE I, AND .. � � � SHEET 1. ATTACHMENT .. �. .. • • � BY OTHERS. .4. ..•.. •� .; .'.r� .� .•';.. °.�•'.... ' '• } � SEE NOTE 1, � °� ' - - � • ' • � _ � ''�1 • • - � MIN 2.7 KSI CONCRETE OR CMU .� • � SHEET 1. - - • 1' • .. FRONT VIEW • .... _ .. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2} QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAYBE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR i41ASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USF_ ONLY MIAMI-DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS_ ' d a 4 ° 4 d ° a d e \ a d EXTERIOR THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR DTHER FRAME TYPES_ ° ° EDGE c DISTANCE FOR MASONRY ANCHaas AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1. I I I I °I I I h I I � I I .I I I a I I I I I b d a a' , �� °d' a /(�� ' � O i ' n "a e a U N W � W Z �� S � o � Z ems-- f` _ � O¢ � � Z CV � � iu � � m0�ai0 �w B n J }--' Z Q O O Z m'O s0N �_J DLL i PRODUCT REVISED as complying with the Florida Building Cod® 17-0630.01 NdA-No. Expiration Date 05/26/2021 �Lttllllrl�� O ._....-•..ti1 Q'C : • =�� * : No_ 58705 � �-. � STATE�F C(�` S, G �. ��'� S��NAL �?`�� A, LYNrt�l �SI>'LLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ETTHER THE STANDARD DR OFFSET MULL CLIP MAYBE INSTALLED BY TH13 METHOD. I 4 n /� _ e EXTERIOR °o ° EDGE DISTANCE ° FOR MASONRY ANCHORS TYP-ANCHOR PER SUBSTRATE, SEE TABLES 18-138 -1� • ; .. aM - < e MIN 27 KSf CONCRETE OR CMU FRONT VIEW �J ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TW. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-138 EDGE DISTANCE c FOR MASONRY ANCHORS a- . a, U s THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED - WINDOWS, BUT MAY - ALSO BE USED FOR OTHER FRAMETYPES. 0 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1e-136 - - e .... A. :-I . . - � � - � �'. � EDGE ' � - Imo. t DISTANCE SEE TABLES MIN Z.7 KSI CONCRETE OR CMU 18-138 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FDR DETAILS A-D, EITHERTHE STANDARD OR OFFSETCLlP MAY BE USEb_ 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRYANCHORS. VARIES VARIES- FF DETAIL E: MULLION TO MULLION DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR . & PER SUBSTRATE, ` �SEETABLESI6-136 0. � �/// SEE SHEETS 21-23 FOR HOLE �. � � � � � LOCATIONS ' �'9i' MULLION FOR STEEL STUDS THINNER THAN FRONT VIEW 1H GA AND COMPLIANT WITH THE FL BUILDING ^ CODE, A 2X WOOD BACKER MUST USED. Irk/ J ATTACHMENT BY OTHERS. EXTERIOR usE wooD ANCHOR sPEcs NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. 0 O SIDE VIEW SIDE VIEW 'EE" OR "CROSS" :1ZONTALLY SHEETS 21-23 ILLION. O W a � � �i � w m a � Q U � z � z m � N � � Q z r z � � a � r✓ (n N ® � i U U' Q �a � O �— U �� 0 0 m z� � ,: (I1 LU PRODUCT REVISED as complying with the Florida Building Code NOA-No. 'I7-0630.0'9 Expiration Date 05i26/2021 By ��J Mlaml-0 a Product Control DISTANCE ��``l,`( LYA,��. SEETABLES �� ,SON.•-••-r �,�,Av�' �i� � : ND. 58705 _ �' _ � - � i� � �= ,'O� ' TATE F � �i � -.F<ORIDP...-" �� A�rX,{ I� I R��-E- FL P. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFlC SUBSTRATES. SIDE VIEW SHOWN WITH 1"X 4' X J25" MULLION STANDARD MU W ON CLIP MODIFIED TO FIT FIELD CONDfT10NS- 0 DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O � TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLE518-148 2" X 5' X .125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL C7 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) OR 45' 'MULL 7,1] O O Z O O O J TOP VIEW � TYP. ANCHOR PER SUB6TRATE, SEETABLES 15B OR 188 EXTERIOR 2'Xb"ANGLE CLIP. ~ Z Z PER MULLION END, MUST BE Z Q INSTALLED INSIDE OF BAY MULL. (n Q ® �W O >.n 'D �U a V .. '� �� o `- oi u �� 0 a M zt� J 6 w U J LL .., o I � I }—� 1� �o w, w I i \�l�// PRODI.IC'� Fi6V1$ED � as cvmplyi�g with the Florida TYP. ANCHOR Building Code PER SUBSTRATE, NOA-No. '17-0630.01 SEE TABLES 1B-198 If`ff0 WOOD, lr/f> STEEL, ALUM Expiration Date_ 5/26/2021 EXTERIOR OR MASONRY EXTERIOR A � INTO WOOD, STEEL, STANDARD CLIP 70 HE � By ALUM, CMU OR MASONRY MODIFIED IN -FIELD- 1 � N Mlaml-D Product Contro _ y �' ®� PSS PNGE �®� vJ EXTERIOR Epp NcHDR ��' ' � � F O �--t J O I ® INTO WOOD, 51EE4 ALUM, CMU ORMASDNRY 1 EDGE O ® ® DISTANCE Z PER ANCHOR W 111!! EDGE � `..�,��NY.LYNN �%�' DISTANCE � O NOTES FOR INSTALLATION OPTION G & H: . /LJj � PERANCHOR G � ��•'� �.ICENSF -., �`� 1} USE 2 ANGLE CLIPS PER MULLION QVD. CLIPS MUST BE INSERTED INSIDE OF MULLION. z � NOTES FOR INSTALLATION OPTIONS F: � � � _ 2) DETAIL G: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE � = ND• 58105 :- � 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X ,125" MULLION. LOCATIONS. r. _ -b 2) SEE TABLES 16-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) DETAIL H: SEE TABLES 75B OR 168 FOR ANCHOR QUANTITIES AND SHEET" 22 FOR HOLE N ® ��'.• ATE : • 11j�� LOCATIONS. _ i�s �'•F�ORIOP,.•'G�;C�� 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. � \ �'�S�ONAL ti��. o FL P.E.# 56705 TABLE 1A 50 In �i 70 In Width aD 3n Table s)or01 90 In Reatangular Ttaplfdeng. Rectangular �rapn nang. _"•••,aW�� - ..._..� - Lvadn Lai 1 x 2 Jc „125 Loading i-°actin® i-°acting Loading Loafing Loedfng Loafing Loading 9 Alum. Tube �• z' � � �' � �' :�' ,,,, :�" d m � a � ;;�' _ n .�• ^ .� � .. :� Mullion A �. � �. �. � � � e m a � a ®� � � � � �• � � fi. v u � � �. U civ t� `liv U r�e n cia v U$ e^ b e °�_ `o.� o� ° o� r� c;� c ii ro is r c �i � � .t. $3 � � t � a r '� � � G - oc t'� �� s a �"' t � �� $ m� rit C � J " o �''3c Qc Ry is ¢ � is �� rc �� d�zm ��. Utz �� @ d�rc �� a 42In 111.9 4D8 129.5 332 93.2 408 115.E 325 79.9 408 107.8 321 69.9 40fl 104.4 319 621 4Dfl , 104.0 481n 74.9 372 83.6 258 62.4 312 73.4 252 53.5 312 87.0 248 48.a 312 831 246 41.6 312 61.3 50.625 in 63.8 281 70.6 234 53.2 261 61.5 228 45.6 281 55.7 224 3g.9 281 52.1 222 35.5 201 50.1 54 in 52.6 247 57.5 207 43.9 247 49.8 2lIZ 37.8 247 44.fl 199 329 247 41.5 198 29.2 247 39.4 c 6o tt 38.4 200 41.2 170 320 200 35.4 166 27.4 200 31.6 183 24.0 200 2fl.9 160 21.3 ZDD 27.1 J 631n 3i1 181 35,3 155 27.6 181 30.3 152 23.7 1fl1 26.9 t49 20.7 181 24.5 146 18.4 161 22.8 � 66 in 28.8 166 30.6 142 24.0 185 Z6.1 139 20.6 185 23.1 136 18.D 165 21.0 134 72 in 72,2 139 23.3 120 18.5 139 19.9 - 118 � 15.9 139 17.5 116 70 in 16.9 125 19,7 itl9 157 125 16,8 ta7 7fl In 17.5 118 18.2 104 ng Height (forhorizorttall�spemirly mullions) 100 in 12tl In 140 in 160 in 'long. Reatangular Trop/rdang. Rectangular TlaplFdang. Rectangular �Lnaddin�9g. Ratanguler T Lp'Tinng. ding Loading Loafing Loadn9 Loading Loading Loading 8 � o� 104.0 61.0 49.3 38.4 �b t� 319 244 219 193 e� o� 46.6 312 26.6 2t.9 cia t m 408 312 281 247 ei � G 104.0 61.0 49.3 38.1 A � m t S 318 244 219 193 ei_ _� 39.9 20.8 22.8 ie.a O� r U 408 3t2 281 247 o� =� 104.0 fl1.0 49,3 38.1 oy L 5 318 244 219 193 t3� 35_D 23.4 20.D 16.4 �� 408 312 2fl1 247 _ e� 0� f04.0 87.0 49.3 38.1 � L 0 319 244 219 193 m�Q 'd � 319 244 220 194 �e �� 55.9 37-6 31.9 26.3 a _, U � 40fl 312 281 247 t59 192 200 25.9 157 16,0 200 25.0 158 144 16.6 181 21.7 143 1 i1ULL 1 LJ OC Or d a I Fllled CMU PT Wood Metal Subs[2te: 27k Concrete 3.Sk Canc. Hvllvw CMU S/18" Elev 3116" Elco Ulhacon 1/4" Etco Ultracon 1/4" SS Elvo 5I18" Elcv 114" S9 Elco #W Steel #12 Steel #12 S1ee1 AncharType: 3/16' EICO UlhacOn 114" Elco Utttacon Ultracon AggreGalvr Uitmvan Apg2Gator semw (G5) Scraw (G5) Saew (G5) Anchor Cllp Patterns 2-1/2" 7" 2-1/2" 2' 3-1/B' 2' 0.48" 05a° 0.324' Edge Olstenea (n} 1" 2.1IZ" 1" 2"1/2" 3-116" 1° 1-318^ 1-318" �atles Embedment {In): 1-3/4" i-314" 1-3/4' 1.314" 2" 1-1/4" 1-1/4" 1-1/4" t-T<4" 1-1/4" 1-1/4" 2" 2 Anchors � 4.75" Mln. O.C. / Standard or Oliset qip (F'�g• 1): 3g0lbs 3g0 Ibs 450 Ibs 890 ibs 1044 @s 270 Ids 2001hs 354 @s 740It� 374 Ibs 864 @s 94S Ibs 6821b�s 851ds 7 20 ros 4 Anchoro ®1.15^ Min_ o_C. /standard (or OaseQ CIIp (Fig• 2); 480 Ibs 7001bs N/A N/A WA NIA 3801bs N/A NIA N/A NIA NIA 4 Anchors � 3" Min. O,C. / (2) 2x5Angle CIiDs I (Fg• 3): 780Ibs 780 @s 69D Ibs 1560 Its 1698 Ibs 540 iba 560 Ids WA 7 N/A s 7 WA s 880 IAba 1092Abs 68N A �N/A s 7 SDlits 2 Atrohors ®0.45" Min. O.C. I U-Glp, Into .125"Alum- (Fig. 4k N/A WA N/A NIA N/A NIA N/A 1 Anahor / F-Clip (Fig. 5): 195 @s t951bo 225Ibs 445 Ibs ' 822 @s 435 Ibs 140 Ibs 177 Ihs 370 @s 18716s 3321bs 4 N31bs 341 Ibs 442 Ibs 500 Ibs 2 Anchorss � t_75" Mtn. O.CJ F-gip (Fig. 0}: 2401bs 35a ibs N!A N/A N/A NIA 1901ba N/A N/A NIA N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: ni ioc o• FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O ,n�runa rna4CITY ADJUSTMENT FORMULA: (DP„) X � ANCHOR CAP.,,,",,,, ANCHOR CAP.,,®. MULLION CAP.^,",,.,�� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE} OF THE SELECTED MULLION. CI' WILL YIELD A MIN IMUM ANCHOR CAPACITY WHICH MAYBE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. �� © �ry 0 O� � � v� �� oZ o � Z Q' Q W J � J (g W a � Q ~ U � Z � Z W � J t/1 Q � ♦- Z r Q O F- o_ � U N �I 0 � � � Q Urm of U 0 0 c7 CO ZI :, H W W 1-- w Z Q Y 6: 0 PRODUCT REVISED as complying with the Florida Building Code 17-0630.01 NOA-No. Expiration Date 05/26/2021 `� By Miami-D Product Contro TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, � 1.000" ]•--- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINFJaR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000" I I t HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \\�� ANY LYNN /j �, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I ,125" - -. / ]I- � J� .. ti/ �ii 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ` = �� ,•'� L(CENSF'•. C�� i CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED I No. 58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" _ � •� ;. � THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" T}IICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1" X 2" X .125" MULLION = _ LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i � _• � �� THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 1 &8 S.S. OR 410 S.S. � O� •.• STATE F �: � (v�C/ ��SS��NAI rc�G`�• A. L`(Md ICW'IILI IL�}�, P.E. FL P.E.# 58705 TABLE 2A Mullion Ca ac Table fbs/Fiz Opening Width (ToTverticaltyapanNrlg mullions) ort7pening Height (ibrhorizoataily-spanning mullions) 1aD ID 16o In 50in 60in 70in BO In 90 in 100 in 120 in Recta ular Tra nang. Rectangular TmphHang. Rectangular TraprfAang� Rectangular Trap/Tdang• Recten8dar Ttap/Triang. Rectangular TraplTdang. Rectangular TraprTdang. Rectangular Trapp eng. Rectangular Tral#Triang• ng PR Loadin Loading Leading Loading Loading Loading Loading Loading Lcadinp I-oadin0 1 z Z z .376 Loading Loading Loading Loading Loallrtg Loading Loading Load)rt8 g .. �, � �, y, l Alum. Tube_ � gypp' r is �^ � � s � o �F., � �... � �-.�� '"�Q �"' � �m.n-. s N N 5G N � a � .� m 6 a � A y 'd G. � � O. �. G ti `i, q 6 � M MulllOn G m� ^a a S n � a a � G �' � u c'j U v v o� �° o v U [i v f.l _� v U �'m� � '� � U c3 a ci ti � � 3 � 1� � 3� n' 3� o v �^ Ise � a 8 �� zy 5� �•� s� s� a� � €� �� ov � ti � �v ci c?v � o,. � o� �� _ f3~ is� c� c� t� _�� g'S` k c� _ c c oc �- �� g � 5 a •� t v � " v ' g � �� K �� a f $c dra �� a �Ac dd " � a• �� ,Kd-� �� dc`� �� a g� d`� �� d`� �� d`o� � �� 27 drtr f� a`� �� d� � '��$ d`� � d`¢ f 42 in 170.0 8Z0 170.0 435 151.3 662 17D.0 47e 129.7 BBZ 170.D 506 N3.5 662 169.5 518 100.9 BB2 188.9 517 90.8 B62 16a.9 517 75.7 662 168.9 51T 64.9 862 168.9 517 567 962 188.8 517 48 in 121.6 507 136.0 419 101A 507 119.2 410 86.9 50T 108.7 403 76,D 507 1026 309 67.5 507 99.6 397 60.8 507 99.0 396 60.7 507 99.0 396 43.4 507 99.0 396 38.0 507 99.0 396 50 625 in 703.7 456 114.8 379 86.q 458 99.9 371 74.1 45s 90.6 364 64.8 456 B4.6 360 57.6 456 ' 81.3 367 51.8 466 80.0 356 432 458 B0.0 356 37.0 456 80.0 356 324 466 80.0 356 541n 85.4 400 83.3 336 71.2 400 90.8 328 61_0 400 727 321 53.4 400 87.3 318 47.5 400 64.0 315 427 40D 62.3 314 35.8 400 61.8 313 30.5 400 61.8 313 26.T 400 81.8 313 ,= 5l7 fi 623 32A 66,9 27® 51.9 324 57.5 270 44.6 324 61.2 264 38.8 324 46.9 260 34.6 32d 43.9 257 37.1 324 420 255 26.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 C � ht 53.8 294 67.4 252 44.8 294 492 246 38.4 294 43.6 241 33.6 294 39.8 237 29,8 294 37.1 234 26.9 294 35.2 232 224 294 33,5 230 19.2 294 33.4 230 16.8 294 334 230 J 661n 46.8 268 49.6 230 39.0 268 424 225 334 26B 37.5 221 29.2 268 341 218 26.0 268 31.6 215 23.4 268 29.a 212 19.5 25B 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 r� 72 ih 36.0 225 37.9 186 30.0 225 322 t91 25.7 225 28.4 188 225 225 25.6 185 20.0 225 73.5 182 18.0 225 221 180 15.0 225 20.3 177 129 225 19.6 176 11.3 225 19.6 761n 30.6 202 -320 177 25.5 � � 25,1 165 20.2 192 220 162 17.7 1BZ 9J 159 15.0 192 iBa 157 14.2 192 16.8 155 12.8 192 152 152 10.9 192 14.4 150 8.9 192 142 i5q 78 in 29.3 19Z 29.6 168 23.6 90 Ih 18.5 144 19.0 12B 15.4 144 16.1 126 sstn 1az 127 1s.e 113 ,,.,.-una revnr-ITV ADJUSTMENT FORMULA: TABLE 2B a t,nr ['anaclty Table fibs) r- ,", a tot I Substrate: 27k Concrete 3.5k COOc. """"' """" 5/18" Elco 3/18" Elco Ultracon 1!4' Elco Ultrecan 1!4^ SS Elco 51te" Elco 1/d" SS Elco #to Steel #t2 Steel #i2 Steel Anchor Type: 3l16" Eloo UBracon 1!4" Elco Ultraaon Ultraoon A9greGsior Ultracon AgBreGator Screw (G5) SceW (GS) Sctaw (G5) Anchor Clip Patterns 2-i/2" 2" 3-1/B" 2" 0,48" 0.54" 0.324" Edge Distance (inr 1" 2-t12" 2^ 1-3/8" 1�/a" wades Embedment (ink 1-?!4" 1-3!4" 4-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 7-114" 1-i14" 1.114" __ 49Z Ibs 5s0 Ibs 2 Anchors � 4.75" MIn. O.C. / StandaN or Onset Ctip (Rg. 1r 390 Ibs 390 Itrs 450 Ibs 890 ros t644 Ibs Z701bs 98800 Ibs �N/A s 74NlA 0 N/ A 6 NfA s �N/ A 682 Ibs ae5 Ibs i 120 Ibs 4 Anchors � 1.15' MIn. O.C, /Standard (or OBsat) Clip (Flp. 2X 480 Ibs 700 Ibs N/A NIA N!A 540/ bs 580 Ibs N/A 760 Ibs 74816s Bs0 Ibs 1892 Ibs 682 Ibs 885 Ids 1120 Ibs 4 Anchors � 3" Min. O.C. / (2) ?x5 Anelc Cips ! (F9. 3x 780 16s 780 Ibs 680 ms 1500 Ids 1896 Ibs 2 Arohars ®D.45" MhL O.C. / U-CIiP'il Anchor/ F-CIIp (F7g• 5)• 1 5/ bs 195 6s 225 bs 445 bs 822 Ibs 1351bs 140 bs 7TT bs 370/Ibs 187/tbs 332 bs 473! (bs t>a/ Ibs 2 1/ ds 280 Ihs NIA 3411bs 44216s 5B0 Ihs 2 Anchors � 1.15" MIn. O,C,/ F-CI(p (Fig• 6): 240 Ibs 350 @s WA N/A NIA NIA 190 Ibs NIA NIA NIA NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA7T)=RN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES_ (DP ,) X � ANCHOR CAP.,,,�,,,,�1 _ANCHOR CAP.,,a MULLION CAP.,,,",,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ff IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MiNIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE �h ®��o m �n o i �+ 0 � =af t]�„ �2 0 LL a p �� W _ 2 [A J to K � � m = =U_' L11 p � F-'�' � m O CJ7 � W Q � � Z Q Z ZU� z m = Um U w � �� O � J tea` U aZ (» Q �' � � Z � � a_ � z =' F- � • � I- lCD tl (n r 8 A O� O � cY] N ❑ o c�v LLI X Y Y = U X ¢ � � _ � O O (7 T D.. $ z r m O s.0 a g_.� •- �a m� PRODUCT REVISED as complying with the Florida Bu9lding Code 17-Oti3®.®1 NOA-No. Expiration Date 05/26/2021 By Mlaml- ad roduct Contro 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. � 1.000" �--- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. � `` t i I I i i I / / / 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000" � HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \ � �tGENgF � � FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. � � C� •' �- t� .375" � Q'.= '•. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED � : � : No. 58705 � CONCRETE BLOCK UNIT (CMll) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE-TREATED � YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063"T5 AND BE A MINIMUM OF .125' 1"X 2" X _375' MULLION "b :� • � _ THICK_ STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT � � ; �,`:' � 25" ICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��T •• � pTE dp ;'�(v\ LEAST .1 TH THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. i �s •-, �ORiON.-' G\ • ��'�7s TONAL 1��•\• A. LYNN MILLER, P_E. FL P.E.# 58705 TABLE. Anohor Type: 3116" Ebo Vitracan Anchor Clip Patterns Edpe Distance (In): i" 2.1/2" Embedme0t (In): 1-3/4" i-3/4" Anchors � 4-75" Min- O.C. !Standard or O9sot Clip (FIO. 1$ 390 Ibs 390 Ibs anchors Q 1.15" Mln. O.C. / 3lendard (or0ffiet) Cllp (Ffp. 2): 490 Ibs 700 @s 4 Anchors � 3" Min. O-C. ! (2) 7x5 Anete Clips ! (FlO- 3): 700 Ifu T80 @s Arrchars � 0.45" Min. O.C. / UQIp, into -125" AIOm. (FlO.4): NIA N!A A ennhnr 1 F.Clio (Fla. 51: 1851bs 195 Ibs ?1E 3.5k Conc. �,v�,.... ...... 6/1s" Etco 3N6" Elco Uliracon 1/4" Elce Ultracon 114" SS Elco 5l16" Efco 1J4" SS Elco #10 Steel #12 Steel #1251ee1 1/4" Elco Ultracon Ullracvn Ag92Galor Ullracon AOOreGator Screw (OS) Screw (G5) Screw (G5) 3-1lB" 2" 0.48" 0.54" 0.324" 1" 2-1/Z" 3-1l8" 1" 2-1/2" 1" 2-1/2" 2" 1-t14" t-1/4" 1-1/4" 1-1/4" 1-t14" 1-1J4" 2" 1-3/8" 13/8" series 1-3/4" 1-3/4° 2" ISO Ibs 8901bs 1544 Ib9 2701bs 2801bs 354 Ibs 740 Ibs 3741� 664 Ibs 940' Ibs 341 Ibs 44216s 56D Ibs N/A NIA NIA 6821bs 88516s 11201bs NIA NIA NIA NIA 3801bs NIA NIA 3801bs 1560 Ibs 18861bs 540 Ibs 560 Ibs N/A 760 Ibs 748 Ibs 980 Ibs 189YAbs 6 N/IAbs 98b IAbs � 5 �g NIA N!A N!A NJA WA NIA NIA NIA NIA ?251bs 4451bs 8221bs 135 Ibs i40 Ids 177 Ibs 370.Ibs 187 ebs 332 Abs 4 �� A s �� Ibs 492Ibs 560 bs 2Anchvls � 1.15" Mln. O.C./ F�IIp (Flp. 6): 240Ibs 3501bs rv/r+ '"'^ "^ "'"' � - -- - NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A8-THE STANDARD CLIP. � CIRCLED VALUES ARE USED (N THE EXAMPLE ON SHEET 24. r= A FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: L.. ,Lil>•F (DPI,) X (ANCHOR CAP.,"m,U,,,\ _ANCHOR CAP."m. `MULLION CAP.�,,.,,� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMEM FOR THE OPENING, WHEN 171S LOWER THAN TWE MULLION CAPACITY (FROM THE TABLE) OF THE SQECTED MUU_ION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 3} MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23_ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUbS TO BE A MINIMUM GRADE 33 AND .D45" THICK(18 GAUGE)- STRUCTURAL STEEL TO 8E AT THE MATER AL' #'10 & #12 ANCHORSCINTO WOOD MAYABE TEFL 18� S S. OR 10 S3S.CREW THREADS BEYOND --j 1,000" `-- 2.750" 1" X 2.75" X B75" MULL ON vi w a F- 7 fl Z N Lam' J LL � ti � � � � N � � � _. _ N � � ® r CV Cn � Q X � O > a� zmo T $ sz � � �� PRODUCT REVtlSED as comptying with the Florida Building Code 7%�0630.01 NOA—No. Expiration Date 05/26/202'tl By Miami-0a roduct Control ItllrrJJ ` � ANY LYNN � �'%,. ��. " LIGENS� �� F'.•' = �/+ � 0 �' � � F � ' ��1�� .-.. G �, ��'iis�ONAL ��`` A. LS�sVN �I�LER, P.E. FL P.E.# 58705 TABLE 4A ' ' Mullion Capacity labia Ibsfft2 OpeNng Width (forvertically-spannitLq mUlions) orOpeninQ Haight (for hOrizortlally-spanning muNions) 140In 1s0 [n 50 in 60 hr 70 in 80 In 8D !n 100 in 1201n Loadin Loadf LoadlnB Loading Loading Loedmg Loaning Rectangular Trap?deng. Rectangular TraplTriang. Rectangular Trap/lliang. 12e Oe�ular TLoadngg RLoedngl� TLoadngg RLoadngar Trap/Tria9g. Recbnngtu8lar TraplTdang. Ractanguiar Trap7rdang. Rectangular rap Hang. 1 X 2.7b X Loading Loading Loading Loadng Loadn9 Loadn9 9 � � � � � �, - - �. .650 Alum- z' Z' �' �' �' � .� L' D L' .L' .i; s.' �• �• D � .Z � � �' �` _LV^ g � c �, c o " a � $ � � �' � � m m � a � �.� a q � a a� � a� � m � _ Tube � A m « � a �. � o. q � � � � 8' � � �- � � � � _ ,-. m m� m _ _ Mullion � �� i3' m � m _ N o - u - V U v V U v U Uv V �� U U a U U� c'- U� car U m c� U C' oC �� 4_C s� oaf. t p �c t� o� r� V t 5 Ury� r g U� U� v �y vN �v C c N � p C Co t S @ o C `v . G c.. m c� '6a c`� '-@ cN o� "� o _"' cC .c '- ?� r� o =it .cam _ - oa -C " �v� c� �a �� o� .C"� .4` t � � r a v� u v = N o � � c � �n u �G � d �� n c �i �� c a' �� K �c �� = d`C �;� �K is QK �c dR' �c �� is a 2 is QFm' 42fi 170.0 620 170.0 935 170,0 744 17oA 478 170.0 BB8 170.D 506 170.0 982 170.0 519 170.0 1118 170,0 521 170.0 1240 170.0 521 17D,0 14E8 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 48In 170.0 708 170.0 524 170A 850 17D.0 584 170.0 982 i7D.0 630 170.0 1133 170.D 661 170,0 7275 170.D 677 170.0 1417 170.0 680 141.7 1417 170,0 680 121.5 1417 170,0 680 106.3 1417 170.D 680 50. in 170.0 747 170.D 563 170,0 898 170.0 631 17D.0 1048 17D,0 684 170.0 1195 170.0 723 1626 1286 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 758 104.5 128fi i7D,D 756 91.4 1Z88 170.0 756 51 in 170.0 797 170,0 612 170.D 956 17D.0 691 170.D 1116 170.0 754 150.7 1130 170.0 Boa 133.9 1130 170.0 837 12D.8 1130 170,0 856 10D,5 1130 170.0 86f 86.1 1130 170.0 881 75.3 1t30 170.0 861 60dt 170.0 885 170.0 701 1465 B15 iB2.3 7fi1 125.5 815 144.5 746 iD8.9 915 132.3 735 97.6 8i5 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 815 114.4 715 . 63 in 151,8 830 161.9 710 126.5 63D 138.9 69d 108.5 830 123.2 fi81 94.9 830 112.Z B70 04.4 830 104.8 662 75.9 630 88.4 656 633 830 94.5 84s 542 630 94.1 649 47.4 830 94.1 848 881n 132.1 757 f40.0 650 110,0 757 118.E 836� 94.3 757 105.9 624 825 757 96,1 ei4 73.4 757 08,1 606 fi8,0 T57 842 60D 55.0 757 79.0 593 472 757 70.2 591 41.3 757 782 581 c J 7ZIn 101.7 638 108,8 552 64.8 836 91.0 540 72.7 636 80.1 530 63.8 636 72.2 SZ1 66.5 636 66.5 514 50.9 638 823 508 42.d 636 57.2 5D0 36.3 636 55.3 - 497 31.8 636 55.2 �� 761n 86.5 571 90.4 498 72.1 571 78.8 d88 61. 571 67.4 479 54J 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 38.0 571 47.0 451 30,9 571 44.8 447 Z7.0 571 44.5 448 781h 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 45fi 50.0 642 55.7 449 44.4 542 51.0 M2 40.0 542 47.5 437 33.3 542 429 429 28.6 542 40.6 425 25.0 542 40.1 423 801n 52i 4D7 53.7 361 43,4 407 45.d 355 372 407 39,6 349 325 407 35.3 343 28.9 407 32.1 330 26.0 407 29.6 334 21.7 407 26,1 327 18.6 407 24.1 322 16.3 407 23.D 319 861n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28,8 304 23.5 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 288 15.3 35B 192 284 108in 30.1 289 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.6 283 iB.9 244 iB.l 283 18,0 240 15,1 283 16.5 237 11 in 2Z8 267 28,3 242 23.1 267 23.8 238 19.8 267 20.6 235 17,3 Z87 18.3 231 15.4 267 16,5 228 120In ?20 229 223 2os 18.3 229 18.8 205 15.7 22s 162 2oz erJrNnRCAPACITYADJUSTMENTFORMULA• TABLE"�FB AnchorC ac- Table bs Substrate: 2.7k Concrete 3,5k Conc- 5/16' Eico 3l1G' Eico Uliracon Anchor Type: 3l16" Etco Ulitacon 114" Elco Ultrenon Ultracon AnchorC�p Patiems 2-1/2" 3-1/8" 1" 2-1/2" Edge Dlstanca (Ink 1- 2 1/2" 1" Embedment On . 1-314^ 1-3/4" 1-3/4" 1-3/4" 2' 1-1/4" 1-114" 2 Anchors � 4.75" Mln. O•C. /Standard or 08set Qip (Fig. 1): 390 IDs 390 Ibs 450 Ibs 890 Ibe 1644 Ibs 270 Ibs 2801bs 4 Anchors � 1.15" Min. O.C. l Standard (or Otlset) CIIp (FlB- 2J: 480 Ibs 700 Ibs N/A N/A NIA N!A 380 (0.s 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips I (Fig. 3r 760 IDs 780 ros 660 Ibs 15801bs 1896 Ibs 540 Ibs 5601bs J NIA NIA NIA N/A NIA 1!4" Eico Uitraccn 1" 2 1/2' 2 Anchats � 0.45' Min. O.C. / U-Gip, into ,125"Alum. (Fig- 4): NIA N A 1 Arwhor 1 F-Cllp (FIg. 5): 195Ibs 1951hs 225 ibs 445 ms 8221bs 135 Pos 140 1ba 177 )t 2 Anchors � 1.15"Min. O.CJ F-Glp (FlO- 6): 240 Ibs � 350 Ids N!A N/A N/A NIA 190 Ibs NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. - FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: N!A N/A 370 It - - Fllled CMU r r vvuu� 1/4" SS Elco 5116" Elco 1!d" SS Eico #10 Steel #1231eei Bcn:W (G5 AggreGalor Ultracon AggreGatnr Screw (G5) 6arew (OS) ) �- 3-Ile" I Z" I 0.40 I O,b9 ( 0.324 1-3/B" � 73/8" + u3nes 3741tzs 6ro4 1os n"wua .., � .�� . ,-.-- N/A N!A WA 6821bs 685 Ib 1120 Ibs 7-0B lbs BBO lhs 16921bs 682 Ibs B85 bs 1120 Ibs N!A NIA NIA NIA N 7151bs 1871bs 3321bs 4731bs 1701bs 2211bs 2601bs NIA NIA NIA 341Ibs 4421bs 560Ibs CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. (DP„) X � ANCHOR CAP.n,,,,� ANCHOR CAP.,,m MULLION CAP.,,o,,,,,,,^� USE THIS FORMULA TO OBTAIN THE "ANCHOR 'CAPACITY REQUIRED^ CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE} OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAGITYTABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS -23. HOLES TO eE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS -23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4} SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI ED CONCPETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREAT D YELLOW SOUTHERN PINE W 17H AN SG OF 0.55. ALUMINUM SHALL BE 6063 TS AND BE A MINIMUM OF . 25" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE}. STRUCTURAL STEEL BEAT THE MATERIAL1 #10 & #1 Z ANCHORSS INTO OOD MAYABE S7EELE1&8 SDS. OR 410 53S. CREW THREADS B OND ---) 1.000" r-- 2.7sa" 1" X 2.75" X .650" MULLION a v o � co � W ZO W � J U7 �I, >r m = C9 11J 0 � �' � In m w `c ~ � Z � � Q Z Z uJ z a zU w � � § � �� Jo � a:Z Q � � i- � Q � � Z z O N t- Q v7 Z a � �"' dog0 ,� � x� � a � _ N � � � U X 4 � � �, Q� o0 z cn cn a �� .. m�m0 m �� pRooucT REv>Isep as complying with the Florida Building Cade Non -No• 17-0630"01 Expiration Dnte 05/26/2021 j 1tt1IIIr/II i Q-: ••. � No.587D5 ' �� /� 6 � o,�'. S ATE Q �- � �� i � •'•FiORtDP••'• �� i s --...-. � �� A. LYrINIMILLER, P.E. FL P.E_# 58705 TABLE 5A Opening Width (forveRically-spanning mullions) or 50 In min TO in BO In 81 i2eclanWtar TraplTriane. Reo[angular Trap/TrlanO• Rectangular T2plTriang• Rectangular Twp/iHang. Rectangular Loading Loading Loadira 9 Loading Loadin0 Loading Loafing Loafing Loading " x 3.125" x .600"Alum �• � � a � .a' a .� � �F � a � a� �' �'� -� �' TUbeMUll m m� ego m� ,o aB ,s �� G n a� m c� ,aa c>� is G 'O i°G G Uy U(_(�� U� Ury_ry Uv U U� () (]v U(_� Uv U_ U'O O C � `� O C r.J � ? C L� O C L� _ C L@ �� t� o C L 3 ` C L. L v (�+ t V L L S Y � K �� o v' �' � m �.n = � �� ga drK �c QQ �a �K fc 42 in 170.9 620 170.0 435 170.0 744 170.0 47B 170.0 868 170A 506 170.0 902 170.0 519 170.D 111fi 48 in 170.0 708 170.0 524 170.0 B50 170.0 584 170.0 992 170.0 630 170.0 t133 170.0 661 i7a.0 1276 50.625In 170.0 747 170,0 583 170.0 896 17D_D 631 170.0 1046 170.0 6B4 170.0 11s5 170.0 723 170.0 i345 54 in 170.0 797 170.0 612 170.0 956 i70.0 691 170.0 1116 170.0 754 170.0 1275 17D.0 803 166.1 1401 BOIn 170.0 085 170.0 701 t70.D 1063 170,0 797 158.5 1158 170,0 878 138.7 1156 187.0 828 123.3 1156 63 in 170.0 830 170.0 745 159.8 1048 170.0 950 137.0 1049 155.5 B60 119.8 1049 141.7 846 106.5 iD48 ,G al B6In 166.E 855 170.0 789 139.0 -955 151.3 8Q4 t19.1 955 133.7 788 1041 955 121.4 775 BZ.6 955 .q j 72 in 128,5 803 134.a 697 iD7.D �03 114.9 882 91.8 B03 101.1 870 00.3 803 91.2 659 71.4 BD3 76 rt+ 108.2 721 114.1 829 91.0 721 07 0 815 78.0 721 85.1 605 B8.3 721 78.5 595 60.7 721 781n t01.D 684 10.5.4 SB9 84.2 884 89,4 587 722 684 78.4 57B s3.1 684 70.4 567 56.1 684 90 in 85.8 514 8T.9 456 54.8 514 57.3 446 47.0 614 SD.O 440 41.1 514 44.6 433 36.5 514 96 in 54.2 452 55.7 404 45.2 452 b7,0 396 38.7 452 40.8 390 33.9 452 36.4 384 30.1 452 108in 38.1 357 38.9 322 34.7 357 32.7 3t7 27.2 357 26.4 312 23.8 357 25.2 308 21.1 357 111 01 35,1 338 35 9 308 29.2 338 30.1 301 25.0 338 26,1 296 21.9 338 23.1 292 19.5 338 i201n 27.7 289 282 263 23.1 289 23.7 269 19.8 289 20.5 256 17.3 269 18.1 252 15.4 289 TABLE AnsharClip Patlems bars �1 i.15" Mln. D.C. / 9tan�tC (ar rnn[ 4Arwturs � 3^ Mlh, o c. / fA 2z5Argle :hots � 0.45" Mln, O.C. / U�CIIp, Inla.125' 1 Archor/ 2 Anchors � 1.16• Min. U.CJ FOR THE OFFSET CLIP, USE Tl- 5!16' Elcn �y� Elco Utt[ac on nchuT/pe: 3l16'ElcoUltrzton tl4"FJcoUBmton Ulhacon istance(Ink t" 2-1/2' 1" 2-1/2" 3-i18" 1" 2 1/2" :Ciment ri. 1.'/4" 13/B' 13/4" 1�/4" 2' 1-tt4" i-114" slip (Flg ij: 390 Ibs 390 ms 45D Ibs 890 Ibs 16M Ibs 27010s 2801� :Ilp{Flg 2} 4f0lbs 700 RD tJlA NIA NIA iJ/A 3801Izs �s 1(Flg 3k 780 Ibs 760 Oa 6?A lbs 1560 Ibs 1 B96 IDs 5t0lbs 560 IDs �rrt_ {Flg. 4)_ NIA i1/A NU N/A NIA N!A WA �Iip {Hg. 5} 1951bs t9:i Ibs 2251bs 4a51tn 8221bs 1351bs 1401bs �Iip (Fig. 6k 24D-Ibs 350 Ibs NIA N!A NIA NIA t901Ds SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI FIGURE 3; ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4; FIGURES: FIGURE6: TABLE NOTES: e Ibs/R�) Opening Hoight (for Inrizorttelly�spanning 1 In iDo in TraplTdang. Rectangular TraplTdang. Loading Loading Loading � �'c m n U (j � U U v N m U � � o� �•a a� �� s� �, �� ¢te �c ¢z ��. drz 170.0 521 170.0 1240 170.0 521 170.0 677 170.0 1417 170.0 s80 170,0 747 170,0 1494 170.0 756 mullions) 120 Rectangular (Wading _N U�p C D C " t �� G ��, arr 170.0 1488 157.7 1577 141.7 1495 in Trap/Triang. Loading � U Uv 3 � � � � �'� d`� 170.0 521 170.0 6B0 170.D 756 140 Recangular Loading U U ,y O C t � U O �� a� 170,0 1735 135.1 1577 t21.6 1495 in TrapfTrieng, Loafing U U V c � .0 � y � �� firs 170.0 521 170.0 680 170.0 756 - 1601n Rectangular Trap/7riang. Loading Loading U U _ U m U_ 7 � � � - � � _ � �g � � 0 ��. d`� �� d`rc 154.4 1BD2 170.0 521 118.Z 1677 t70,0 880 106.3 1495 170.0 756 170,0 158.5 837 H17 149,5 111.E 1401 1156 170,0 149,7 856 B10 124.6 92,6 1401 1158 170.0 144.5 861 903 106.8 79,3 1401 N5H 170,0 144.5 8B1 903 93,4 89.4 1401 1158 170.0 144.5 861 903 1320 1126 836 765 649 586 95.9 83,4 64.2 54.6 1049 955 803 721 125.5 106.4 78.6 65.4 828 757 642 579 799 69.5 53.5 45.5 1049 955 803 721 119,3 99,8 72.2 59.4 820 749 632 589 68.5 69.6 45.9 39.0 1049 955 B03 721 118,9 98.7 69.8 �Sfi.B 819 748 828 584 59.9 521 40.1 34.1 70d9 9b5 803 721 118,9 98.7 69.7 5B.1 81B 748 627 583 83.H 70.i 64.q 40.5 32.9 558 427 378 50,5 32.9 27.1 884 614 452 59.9 37.3 30,3 551 421 373 421 27.4 22.6 884 514 � 452 54.1 33.0 26.6 541 412 365 36,1 23.5 19,4 684 514 452 51.3 30.4 24.2 536 406 359 31.6 20.6 16.9 6&1 St4 4S2 50.6 29.0 22,8 534 403 355 22.7 20.8 303 288 249 19.0 17,6 13.9 357 338 2B9 20.8 19.0 id.9 299 284 246 15.9 14.6 t1.6 357 338 289 18,0 18.5 12.8 293 278 240 13,6 12.5 9.9 357 338 289 16,2 14.8 11.4 287 273 238 i1.9 11.0 8.7 357 338 289 15,0 13.6 10.4 283 269 232 16.3 Haiow CMu 1/T Elc a U IltaCon 1" 2-V2' N/A IDs Filled CMU PT wood Metal 1/4" SS Elca 5l16' FJco 114" SS Elto "Y10 Stx7 Okf251ee1 #'F2SFeeI AggreGal❑r ulrracan AggmGator screw (C5) screw (G5} screw (G5J q N/A Its 7481tn q NIA Ibs 167 IDS 4 NIA 1892 I>a r"'`�'�_ r r �� 4731b� 17o1Ds eei l�n «� WA 3411Ds 4421ib 550 �nlr.Nc1R CAPACITY ADJUSTMENT FORMULA: (DP ,) }< (ANCHOR CAP.,",,,�,\ _ANCHOR CAP.,,.,, \MULLION CAP.,„,w.,� USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONbING70 AN ACTUAL PRESSURE REQUIREMENT FOR THE• OPENING, WHEN K 1S LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET Z5 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTWS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2i-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCP"ETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126" THiCi(. STEEL STUDS TO BE A MINIMUM GRADE 33 AND _045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS IN70 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. F-1,000"--I 3.1 l" 1" X 3.125" X .5" MULLION {1" VF MULLION) lQtl W N K a ti Z W 7 z C~0 d r ry F S O r a 0 U m N ® �� c on e = o rl' a ¢ x n; � u_ �s• ^ o �' �2 U J LL r W T F-' � � � � Q � � � z N r 1--- m co CO fn X '� �� m� � �y o 0 IJ.1 N � C7 (n (n U X Q � � � ` 0 a. � z T(n � �a mOs.O �� #tY m� PRODUCT REVISED as comp)ying with the Florida Building Cod® NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY •. to �'; _ �, : No. 58705 •� '�� 'o� 6ATE �� .`�, T �-. � �(/ '�� NAI. E �` A. L'f�NhIIW111Ld�i�, P.E. FL P.E.# 58705 TABLE 6A Mullion Capaci� Opening Width [forvarticalty-spanrtng mulch 50 in 60 h1 � 70 in 8D In Rectangular lrepnnanp. new-.e•�D�.�.., ••=w ^��•�y """ -'- Loadin Loadn9 Loading Laz 1 x 4 z _125 Lcading Loadln0 Loading Londln8 Loadln9 9 Alum_ Tube �, � � -s .� � �s � � v� � � �' .� � ^ � tv � �' o ^m 8 Mullion g �� a Q� '° a� a � $ B. �-� � � � � �c � jjii a X � 3 � yy22 a- 5 w o ii = l � �' � � •c a � .ii c u � a �c �� 3 � So dK mac. 3K �� d`>r �c QK �c Qh5 �c Qa �c 42 in 170.D 620 17D,0 435 170.0 744 170.0 478 170.0 868 170.D 506 170.0 B8Z 170,0 519 170.0 481n 170.0 708 170.0 62d 170,D 850 170,0 584 170.0 992 170,0 630 170.0 1133 170.0 6B1 110.0 50.6251n 170.0 T47 17D.0 563 170.D 696 170.0 631 170,0 1046 170.0 684 170.0 1195 170.0 7Z3 156.1 64in 170.0 797 f70.0 612 170.0 856 170.0 691 170.0 1116 170.0 764 154.4 1158 170.0 803 1372 601n 170.0 885 170,0 701 166.7 t042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 B15 1112 • 631n 170.0 830 170.D 745 151.2 692 163.6 818 129.6 992 144.4 798 113.4 892 13i.0 782 100.E ,� 68 in 185.4 947 170.D 789 137.8 947 148,0 786 118,1 94T 130.3 768 1D3.4 947 117.7 752 91.9 C 72 in 135.9 B49 142.7 737 113.2 849 1Z1.6 7Z2 87.0 849 106.8 708 B4.9 849 96.4 848 T6.6 J 761n 116.5 76L 120.7 665 96.3 762 1026 652 825 762 90.0 640 722 76Z 80,9 629 6. � 7B ht 106.9 724 111.d 634 89.0 724 94,6 621 76,3 724 82,9 609 66.8 724 74.4 5B0 59.4 90 m 69.6 543 71,8 483 58.0 543 60.7 474 48.7 543 52.8 466 43.5 543 47.1 d58 36.6 96 in 67.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.B 1081n 40.3 377 41,1 341 33.5 377 34.6 335 28.B 377 30 0 330 25.2 377 26.6 �325 22.4 1111n 3Z1 357 37.8 323 30.9 357 31,8 318 26.5 357 27.e 313 23.2 357 24.4 309 20,6 1201n 293 306 29.8 279 24.5 306 25,1 274 21.0 306 21.7 270 18.3 306 182 267 16.3 144 (n 17.0 212 17.2 196 TABLE 6B w__r._- n...".,".rh, T�t,1n 71hc1 5116' Elco Anchorrype 3/16" Elao Ulhacon 1/4" Efco Ullracon Ult2aon Anch or Clip Patterns Edge Distance fin}: 1" 2-1/2" t' 2-ire" 3-Ve" Embedment pnJ: 1-3/4" 1-3l4" }3/a" 1-s/4" 2' 2 Anchors O 4.75^ Min. O.C. / Standard or Onset Cllp (Fig. t&2): 380 Iba 390 Iba 450 Ibs 890 Ibs 16441bs 4 Anchors � 225' MIn. O.C. / Slandarrl (or Olfseg Cllp (Fig. 3}: 700 @s 7001bs 580 Ibs 1410 Ihs 95216s B Anchors � 1.15' Mtn. O.C. / 6landartl (of Offset) Clip (FiD. 4r 960 Ibs 1400 Ihs N/A NIA N/A 4 Anchors � 3" MIn. O.C. / (2) 2%5 Angls Wps / (Fig. 6 : 78�OIbs� ; � i� 8� Ibs 23401bs 2844 Ibs __ 6 Anclwrs ®3" Min. O.C. ! Q) 2z5 Angle Ceps / (F$]• ): 4 Anchors LID 0.45" M(n. O.C. / U-Clip, into .125" AIOnL. (Fig. 7): 360 @s 350 hs 290/ bs 706 bs 47s @s 2 Anchors ®2.Z5" MIn. O.C./ F-G'�p IFIa. B$ 4Anchors ®1.15" MIn. O.C./ F-Clip 1F10.9): 480 Ibs 700 Ibs WA NIA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TI ..�.r lac o. t=1rl IRF 3• FIGURE 4: nvvr�c. � � -- A o • • • p 0 0 � ® • • 0 Y Table (Ibslft2) ns) orOpening 90 ngular ding �a (jam p � .dz 1116 1275 1235 1158 1042 992 947 Height in Trapl7Fiang. Lna�ng a a GJ �v � N •fS � gCo 4a 170.0 521 170.0 677 170.0 747 170.0 837 136.8 801 121.4 766 106.7 73B (for horizontally -spanning 100 in Rectangular lYap?rianD. Loading Leading �, 2. � a a� a mcm� U_ U a 3 U v o � X�X y O � �G '� �c d� �� GK� 170.0 1240 17D.D 621 156,3 1303 �170.0 660 140.5 1235 170.0 T56 123.5 1158 170.0 856 100.D 104Z 130.2 791 90.7 992 114.8 758 82.7 947 1022 7Z7 mullions) 120 Rectangular Loading �. � � U U21 .- C u = sa ¢aC 170,0 1488 130.3 1303 117.1 1235 102.9 115B 83.4 1042 75B 9B2 68,9 947 In TraplTriang, Loadln9 � � U UZf � N t � �c d`K 170.0 521 170.0 680 170.0 756 170.0 061 125.1 782 i08.4 745 BS_1 713 1401h Rectangular Loading � A U Uv L � �c �� 145.E 1488 111.7 13D3 100,4 1235 B8,2 115E 71.5 1042 64.8 992 59.1 '947 "f`rap/Triang. Loadnp �' Q _ U U t a. �a 6� 170.0 521 170.0 680 170,0 758 170.0 B61 125.1 782 108,0 744 94.0 711 1fi0 Rectangular Loading a � ., U V o - � er f� 6� in Trapfn4anp. Load:np � � U � �p ��, <o[ 127.8 97.T 87.8 77.2 625 96,7 51.7 1489 1303 1236 1158 1042 9B2 847 170.0 i70.0 170.0 170.0 125.1 108,0 94.0 52T 6B0 766 861 782 74d 711 &t9 762 724 543 478 8B.7 74.2 68.1 42.8 34.8 606 6Z0 591 452 400 67.9 57.8 53.4 34,8 20.7 849. 762 724 543 478 82.7 69.2 63.4 39,5 32.0 675 613 583 d46 395 56.6 4B.1 44.5 29.0 23.9 849 " 762 724 543 478 75.3 62.8 57,3 34.9 28.1 659 602 573 436 3B6 48.5 41.3 382 24.8 20.5 849 762 724 543 476 725 59.9 54.3 321 25.fi 652 597 567 430 380 dZ,S 36.1 33.4 2L7 17.9 849 762 724 543 478 724 59.4 53,5 30.7 24.2 661 595 565 426 376 377 24.0 321 20.1 377 220 317 16.8 377 14.0 310 14.4 377 17.1 304 357 22.0 306 18.5 357 20,1 301 15.4 357 17.4 294 306 17.3 263 3116" Elco Ultracon 1" 2-1/2" 1-1/4" 1-114" 27010s 2801bs NIA 56016e N!A 76016s 540Ibs 5601hs 810 ibs 840 Ihs FIGURE 8: FIGURE 9: p . • w • • FIGURE 5: FIGURE 6: FIGURE 7: s o � s • e • • ® o • + • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 1!4" Eloo Uitmcal 1" 2-t12" 1-1/4" 1-1/4" 7401bs 3541bs NIA 6301bs NIA N/A N/A 76D Ibs NfA 1140 Ibs NIA N/A N/A 280 Ibs NIA _ 315 N/A 3801bs WA W TANDARb CLIP - Fllied CMU r � vvoau I/4" SS Ebe 5/16" Elco 1/4" SS Elco #10 Steel #12 Steel it12 Sleet ApDRGza Ultracon ApgreGalor Screw (G5j Screw (GS) Screw (GS) 2" 3-118" 2" 0,48" 0.54" 0.324" 1-1l4" 1-114" 2" 1-3rB" 1318" _ Merles 3741hs 66416s 94616s 3411bs 4421bs 5601bs N/A BBO Ibs N/A 682 Ibs 88514s 1120 Ibs N!A N/A N!A 13631bs 17701bs 224016s 7481bs 88016s tB921bs 682 Ibs B85 ibs 1120 Ibs 1122 Ibs 1320 ibs 2839 Ibs 10221bs 1327 Ibs 1680 Ibs NlA N/A NIA N/A N/A 143016s NIA 4401bs N/A 34116s 4421bs 660 Ibs N/A N/A N/A 682 ibs 885 Ilx 1720 Itrs ,rur_unlz CAPACITY ADJUSTMENT FORMULA: (DPI,) X (ANCHOR CAP-„m,,...,"1 J ANCHOR CAP.",, `MULLION CAP.,w,",r„,� 'USE THIS FORMULA TO OBTAlN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR7HE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABL.E)•OF THE SELECTED MULLION. R WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE ShiEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SOUTHERN P NE W 7H AN 3G OF OA55. ALUM WUM SHALL BE 6063 Tb AND E3E A M NIMUMSOF E 25"FTH CIC STEEL / STUDS TO eE A MINIMUM GRADE 33 AND .04b" ThI1CK (18 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, i8-8 S.S. OR 410 S.S. - 1.000" 1"X 4" X .125"I MULLION W n i"v � pH � }� g = � � 5 o �U g O W z o� U L � i�z W, Z � to J � K � {n. � � �" _ � ❑ I-- (7 m O fn � � LU ~ � Z � Q � z �Z m eU w � Lug � �O a J � � cLi � Z N Q � � t� O 1- � Y r-" Z Z � Q m � � Z N � � Q W (O r1 � N� 90 mo � � c- v� 0 b° N � X Y `1 U � Q � � tg Q � z 0 •� � � a IY m O � p y o� z� PROpUCT 6tEVISE® as complying with the Florida Bu11d[ng Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By / - �--- . � �� /� ``�. a�NY LYN,�� .,�. \ Q- : -.. � : No, 58705 � �0--• SA�.ly� i � �� 'SS��NAt EN `�� A. C�4NIAAILL�F�� P_E. FL P-E.# 58705 TABLE 7A Mullion Capacity Table (IbsAiZ) 80 in Twp(rdan8. Loading 2^ i:' � m uw � ci v � r'�5 _� �'KFr c'c 992 170,tl 1133 170A 1195 170.0 1275 170.0 D m n .O � � r'9 <'C1 519 661 723 B03 944 1016 mulfions)orOpening Rectangular Loafing � m r� �� c 170.0 170.0 i70.0 170.0 170.0 756.7 1428 117.3 99.7 923 60.1 49.5 34.8 3Z.0 25.3 9D !n TraplTriang. Loading L� � m � m G..G G ci o ci s'� ,�$ ZK �c 1116 170.0 1275 170.0 1345 170.0 143d 170.0 1594 170,0 1542 170.0 id72 168.8 1320 137.8 1184 115.3 7124 105.0 644 66.5 742 64.1 586 37.3 555 34.2 475 26.8 Height{forhorimrr(ally-spanningmuilions) 2' � � 6 c3 � c'� Q¢ 521 677 747 837 996 1076 1148 1066 964 918 702 622 498 473 4D9 Rectangular Loading � " d ci �� c 170.0 170.0 17tl.0 170.0 155.5 141.0 128.5 105.6 89.8 83.0 54.0 44.5 31,3 28.8 zza 100 In Trap/fdang. Leading L' � e .� o 6 G LL ci m � .c � �� d`K �� 1Z40 170.D 1417 170.0 1494 170.0 1594 170.0 1619 17tl.0 1542 170.0 1472 158.8 1320 128.6 1184 107.5 112d 98.5 844 61.4 742 49.8 586 34.2 656 31.3 475 24.5 � m $ cR � .c � drK 521 680 756 856 1033 1122 1130 1049 B52 906 693 6t4 d92 467 404 Rectangalar Loafing � � 3 C a$c 17D.0 170.0 170,0 159.9 129.6 117.5 107.1 88,0 74.B 692 45A 37.1 26.1 24.0 19.0 120 in Trap/I'dang. Loading � ^ .z ii $ `O ci � ci � u ''G - 6a � $c 1408 170,0 7700 170.0 1783 170.0 1799 170.E 1619 170.0 1542 166-5 1472 1d7.8 1320 117.0 1184 97.6 TT24 89.0 844 54.2 742 d3.6 566 29.6 555 27.1 475 2i.1 �' ^ a a � � L� a K 521 680 756 861 1063 1158 1100 1024 935 890 678 500 481 457 395 Rectangular loading � n c5 � � S_� 170.0 770.0 156.0 137.1 111.0 100.T 91.8 75.4 64.1 59,3 38.6 31.0 2Z.3 20.6 16.3 /40 � n a � '$ a � Q� 1735 19e3 t919 1799 1619 1542 1472 1320 1184 1124 844 742 586 555 475 in TrapRnang. Loeding ?�' � � � -$ io 170.0 170.0 170.0 170.0 170,0 167.9 146.0 112.6 93.1 84.3 50.tl 39.8 ^<6.6 24.3 18.7 L' _ � � � @ q� ¢ 521 880 756 ti61 1063 116T 1104 1tl13 927 881 668 590 472 a48 387 RecfanDaiar Loading �' �' o � �� gc 170.0 151.8 160 in TraplTrieng. Loafing �' ,.. � � �. � � � � r3$ Q� �c 1983 170.0 2024 170.0 �' . �. a � � o Q� 521 600 1 X 4 X.37b Alum. Tube ^�• Mullion 421n 481n 50,6251n 541n 601n 631n 66in d T21n J 761n � 781n 90 in 961n 1aB in 111 In 120 in 60 in TrapiTriane• Loading �' D � � G 6 c� a 3 `o � o� �� 744 T70.0 850 170.0 896 1700 956 170.0 2t � .. g$ ci a � @ 6K 478 564 631 691 � Rectangular Loading .Z 6 ci _ _� �c 17D.0 170.0 17tl.0 17D.0 70 r• L .-. a G 3 � � � QK Opening in 7rapl7riang. Loading r,^ o � ci^, �3' � c 170.0 170.0 170.0 170.0 Witlth 2' m Lid cR G t'� Q� 506 630 684 754 (forvertically-spanning Rectangular Loading � o � o� �'� 17D.D 170.0 170.0 170.0 50 In � � rt� �i c L � Q� 435 524 563 Rectangular Loading � d c`� �� c 170.0 170.0 170A Rectanpiat Loafing '+-' N � �� 170.0 170.0 170.0 gypp' C Y �' � [3r ¢� 620 708 747 7FaplTrianB. Loading b 'n 3 ci � � 170.D 170.0 174D 888 B92 1046 1116 136.5 120.0 97.Z 88.1 80.3 660 56.1 51.9 33.8 27.8 19.5 18.0 14.3 1819 1799 1879 1542 1472 1320 1184 1124 844 742 686 555 475 170.0 170,0 170.0 167.8 146.0 f12.5 92.3 83.2 47.7 37,6 24,7 2Z.4 17.2 756 861 1063 1157 1104 1012 B25 8 662 5B4 466 442 381 170.0 79i 170.0 612 170.0 170.0 885 17D.0 701 T70,0 1063 176.0 797 170.D 1Z40 170.0 B78 170.0 1417 1486 170.0 T70.0 170.0 930 170.0 745 170.0 1116 170.0 850 170,0 1302 170.0 940 t70.0 170.0 874 1063 17tl,0 170.0 789 �878 937 170.0 17tl.0 149.E 116s 1275 1184 170.0 170.0 159.4 903 1009- T013 i70.tl 150.8 128.2 1364 132D 118{ 170.0 �166.2 139.8 toal 1101 9e4 16D.6 1320 1122 147Z 1320 1184 17D,tl 149.9 125.7 1086 1082 978 931 712 17D.D 17D.0 112Z 170.D 166.1 1124 170.D 967 138,4 1124 747.0 966 118.6 1124 128.8 947 103.E 1124 115.E 108_1 B44 111.5 750 90.1 844 94.3 736 77.2 844 821 724 67.6 B44 73.3 89.1 742 91-5 663 74.2 742 77.2 652 63,6 742 87.Z e41 55.7 742 59.8 631 505 480 414 626 5B6 63.9 530 52.1 586 53.8 621 44.7 5B6 46.6 513 39.1 586 41.4 57.6 45.6 555 475 SB.B 48.4 503 433 48.0 38,0 555 475 49.5 39.0 495 426 412 32.6 555 475 429 33,7 487 420 36,0 28.5 655 475 30 0 29.e 1441n 26.4 330 28.7 305 22.0 330 224 301 10.9 330 19.3 297 16.5 330 17.0 293 aNCHOR CAPACITY ADJUSTI Anchor Ciip Patterns 4 Anchors � 2.25" Min. AnchOrType: 3/16' Elco Uitraacn EdOe pistance (In): 1" 2-1/2" Embedment (in7- 1-3l4" 1-3l4" or Olfsei Ciip (Fie• td2); 390 Ibs 390Iba 1 (ar OlEset) CIIp (Fig. 3r 7001bs 700 Ins i r.,� n8se11 CIIo <Fa. fit 9601bs 1400 Iba 3" Mln. O.C. / (2) 2X5 3" M10. O.C. I (2) 2X5 2 Ancnois 1.15" Min. Ibs 7BOIDs Ibs 117a1b: q N/A Ibs 3501bs its 700Iba Anchor Ca aci Table IUs Filled CMU PT Wood Metal merete 3Sk Canc. Hollow CMU 1/4" 55 Elco 5/16" Eico 1/4" SS Eko #1D Steel r712 Steel #12 Steel 1/4" Elco Ulltecan 5/t E' Elco 3116" Eico Ulltacon 1/4" Elca Uliracon AggtaGatar UI12con Aggre6ator Screw (GS) Screw (G5j Screw (OS) U)tracan 1" 2-112" 1.. 2_1J2„ 2„ 3-118' 2" 0.48" 0.54" 0.324" 1" 2-1f2" 3-1IB" 1-1/4" i-1/4" t-1/4" 1-1/4" 1-1/4" 2" 1-3/8^ 1-3/8^ caries ( 1-3/4" 1-3k" 2" 1-t/4" 2701bs 2801hs 3541bs 7401hs 3741bs 6641bs 9461hs 3411bs 4421bs 5601bs 4501bs 8901bs 16441bs N/A 6301bs N/A 8801hs N/A 682 Ihs 8&S Ibs N20 Ibs SBO Ibs 14101bs 9521bs N/A 5601bs N!A NIA 13631bs 1770 Ibs 2240 Ibs N/A NIA NIA NIA 7601bs N/A NIA NIA 748 Ibs 880 1bc 18921bs 682 16a 805 16s 112D 16s 680 Ibs 1560 (bs 1896 Ibs 5401bs 5601b5 N/A 7601bs 11221bs 13207hs 28381bs 1022 Ibs 132T Ihs 1680 Ibs 1tl2D Iba 234tl Ibs 28441bs 8t0 Ibs B401bs N!A 11401bs N!A N/A 1430 Ibs NIA NIA WA N/A N/A NIA N/A NIA N/A @s N/A N/A 341 ibs 442 Ibs 56016s 2901bs 7051ba 476 roo N/A 2B0 Ibs NIA 315 Ibs N/A 440 N/A N/A 68216s 0851bs 112016s WA N!A NIA N!A 3801bs N!A NJA NIA FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS I Ht S I Atvu/vcu cur. „o�,. FIf.IIRK9• FIGURE3: FIGURE�4: 0 s m ° ® m s FIGURE 5: FIGURE 6; e e • o • • o ® o ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. VIENT FORMULA: (DPI) X (ANCHOR CAP.,,m[,r,,� ANCHOR CAP.s MULLION CAP-„�,,.,�,�� USE THiS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- TABLE NOTES: FIGURE e: FIGURE 9: 1) SEE SHEET 1 FOR WSTRUCTIONS UN USING THE TABLES AND SHEET 25 FOR INFORMATION OiJ LOADING. SEE SHEETS 2�1 FOR GENERAL INSTALLATION METHODS- o .® o 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. e ° ® 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES ShIOW SUGGESTED, APPROXIMATE HOLELOCATiONS. FiGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALLBE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .04b" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T1iREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-A S.S. OR a10 S.S. --1 1.os2^ r-- 4.D00" 1" X 4" X .375" 1 'T" -MULLION i" -'1 i.00a~ r-- 1"X4"X.375~ I MULUON i CJ z l�il K Z CF7 a n 0 S a�_ Y O U J Q ®o�pp Yh b o� m ��M v n oz z }" W z Q 2 PRODUCT REVISED as complying with tho Florida Building Code 17-0630.01 NOA-No_ Expiration Date OS/26/202'! 0. ��..-' LICENS+F M/�� _ � No. 58705 � A. L lu4`i 7� 4� ; P.E. FL P.E.# 58705 r O TABLE BA - Mullion Capaciiy Table (Ibs/ft2J 115^ X 3.188" X ^265^Alum Tube Mull 42in 481n 50.625 in 54 in 601n 8310 __a 661n C 72 in _J 761n � 78 in 901n 961n 10B In 111In 120 M to � n"n a V-p `� � � ¢a 478 584 631 Rectangular Loading a (� r6 � � y �� 17D,0 170.0 170.0 170.0 158.8 137.2 7a .� �v� _' fJ c L L S d`a= 668 992 104E 111E 115E 1051 Opening In Trap/TdanD. Loadng 8 � _ � � _ i �� 170.0 170.0 i70,0 no.D 170.0 155.9 Widtft d .g �c ~ � � a � 506 630 684 754 878 862 (farverpcally-spanning Rectangular Loadng b U � _� ,S �° �� 170.0 170.0 170.0 170.0 139.0 120.1 80 �. � roq � V a y .c � c r arc 942 1133 1195 1275 1158 1051 957 80d 722 665 5J5 453 in ltaplTdeng. Loading i^ B. nn U �� 170.0 170.0 170.0 170.0 16T.4 1420 121.E 81,4 76,7 7D.5 44.7 36,4 � '° m � V a < c d`� 519 661 723 803 930 848 777 660 596 568 434 385 mLiGons) Raetenpular Loading a. ® V _ o �_ryc 3 c � 170.0 170.0 170.0 163,1 123,8 106.7 92.e 71.5 60,B 56.2 36.E 302 orOpaning 90 � � a rtrt Vv ` � �S v ¢`� 111E 1Z75 1345 137E 1158 1051 957 B04 722 Fi85 515 453 In Trap/Trlanp. Loading o e �_ e �_�_ '�� -, 170.0 170.0 170.0 170.D 156.8 132.3 112.8 84.1 70.3 64.5 40.8 33.0 Height � S. � U � �- � m a`rc 521 677 7C7 637 919 837 767 650 58H 560 4zB 379 (iorhorizorltalty-spanning Rectangular Loadng s a U _^, = � .� �� 170.0 170.0 167.0 146.8 111.2 96.1 83.E 6d,4 54.7 50.E 33.0 272 100 � � 6 U� L � d a i240 1417 146E 137E tiSB 1051 957 804 722 685 515 453 in Trap/Tdahg. Loadng � r3 �i' _ �� 170.0 17D.0 170.0 170.0 150.0 125.7 106.E 78,8 85.5 60.1 37.4 30.4 ' .� '° � �p V� 'G - m d`rc 521 680 75B 856 912 830 759 643 580 553 422 374 mullions) Rectanpular Loadng :e' q _ o�Y _ �� 170.0 154.8 1392 122.3 92.7 80.1 69.E 53.E 45.E 42.Z 27.5 22.E i?A x m � L L � drs idBB 1548 146E 137E 115e 1057 957 804 722 686 515 453 in TraplTdanD. Loading a c� _ _ 7� E� 170.0 170.0 170.0 17D,0 14<.6 119.5 10tl_0 723 59.5 fi4.3 33.1 26.E �, a � w av2' o c c m a� 521 680 756 861 9D5 822 750 633 570 643 413 366 Rectangular Loadlnp 3 c� _ 7 $ �� 170.0 1327 119.3 109.8 79.4 68.E 59.7 46.0 3H.1 36.2 23.5 194 140 �• _ c9 ` `g �N. cry �- m d`ae 1735 1548 146E 137E 1158 1051 957 804 72Z 685 515 453 In Trap/rdenD- Loading � ci _ c _� 3 � �� 170,0 170.0 170.0 170.0 t44.8 119.1 98,9 69.9 56.7 51.4 345 24.3 �• o II i5 cr7 �r 0 d`rc 521 6ao 756 861 905 821 748 62s 565 537 407 3B0 RectanguYar LoadnD .� ci _ 0� � �c 15T.6 116.1 104,4 91,7 160 L• c� � '8_ a � �[C 6� 1759 1548 1468 137E In Trapr'Mang. LoadlnD Z ci _� 3� �c t70.0 170.0 170.0 170.0 _2 ci b �K 521 6B0 758 661 50 In � Rectangular LoadnD � „ U � '9 �� 170.0 A a .9 25� � a' ¢a 620 TraplTdang. Loading $ " P�'S C� �g �! $ � �'� �' a- ie dyer 170.0 435 Rectangular, LaadhD �W U �i�' Sa �� 170,0 170,0 170.0 �R � Vv $ t @ � d`Jr 744 850 896 Trap?riartg. Loading R � V _ �� s 170.0 170.0 170.0 170.0 170-0 708 747 170.0 170.0 524 563 170.0 470.0 797 885 930 170.0 170.0 170.0 612 701 745 170.0 170.0 160.1 95fi 1063 1051 170.0 170.0 170.0 691 797 850 69.5 60.0 52.2 40.2 1158 1051 957 804 144.8 119.1 90.9 89.8 905 B21 748 B28 170.0 167.1 128.7 109.4 957 804 722 170,0 1352 114-4 10b,6 68.0 789 698 630 60D 457 139.3 107.3 912 84.4 5d.9 957 804 722 685 5t5 151.E 715,2 97.2 88.E 57.5 605 684 618 5B8 449 119.4 91.9 782 723 47.1 957 804 722 685 515 134.0 101.3 85.3 78.5 50.1 41.0 790 671 BC5 577 441 391 104.4 80.4 68.4 63.3 41.2 33.9 34.2 31.B 772 685 66.2 50. 101.2 85,9 685 Si5 20.E i7.0 515 453 29,1 22.9 404 356 64.3 453 55.8 404 45.3 {53 47.1 397 3B.B 453 25.2 308 Z1.2 358 22.7 304 19.1 35a ZD.B 300 15.9 358 18.0 293 38.1 35B 39.0 323 31.8 358 32.8 318 27.2 350 28.4 313 23.8 35B 220 338 23.2 293 19.5 338 20.9 289 17.E 338 19.1 285 35.1 338 35.8 306 29.3 338 30.1 30i 25.1 338 26.1 297 1B.2 253 15.4 290 16.4 249 27,8 290 28,3 264 Z3.2 290 23.8 260 19.9 290 20,E 256 17.4 290 144 kr 18.1 201 /6.3 186 w r,lr•urib r`eb Art1TY AfLIl1RT TABLE 8B Anchor Clip Patterns I Anchors � f 15" Mtn. D_C_ / Stz 4 AnCMt9 � 3" Mlln, O.C_ ! 4 Archore � 0.45"Mtn. O.C. / W Anchor7ype:�� 3!16"FJcoUlltacon Edge Clstance QnX 1" 2-1/r EMtKctnen: n: 1314" 13'4' a Onset Cllp (F}g. 1): 390 Ibs 3g0 Ih rr Offset) Ciip (Ftg 21_ 4801bs 700 Itz eml«rlinalfFla 3Y_ 7801bs 780 Ibt 1 Anchor I F-C:IIp Ch & 2 Anchors ti4115' Min O.C./ F�IIp (Flg NOTE: FOR THE OFFSET CLIP, USE THE SAME r`II�C �• �� :l PA �nCJEIB 3.5RGOtIr- Hatlov� CMU FlletlCMU YI promo tnraw 5r1S' Eico Vd^ SS Elea 5'1S' Elco t/d^ SS EJCv �10 S1eel 8125teel Sit Sterl t/4" EMoUIEraeon Ullracon 3/16' ElcaUifra`al 1/4" EIcDUltracan AgoreGator UtrarOn AggreGatd' ScreUi (G5) SttelY (Ga7 Screx (G5) 1^ z-vr 3-1rs" 1- z.vr 1^ 2-v2' r ave^ r o.s6^ 0.54" oaz4^ 1314" 1374" 2' 1-ifd' 1-1/d` 1-174" 1-Vd" 1-i/d" t-V4" T 1-3rE' 1�8- va!fa5 450 Ihs 8901ns 1S441bs 270lbs 2BOIhs 35d IDs 7401bs 3741hs 664 Its 946IDs 3411hs 4J21hs 5501bs N/A N/A NIA NIA 3BOIDs NIA NIA NIA N/A FIJA E82Ibs BB51Cs 11201Ds 680 Ibs 15fA IDs 1 B� ID9 5AO IDs 580 Ibs N/A 7601bs 74B Ibs 8BD ID9 16921bs 69211xs Btti Ibs 11201� N/A NIA NIA IdfA NIA fJ/A N!A NIA NIA 1J1A N/A NIA 1-0°0 ins 2Z5 IDs ¢t51� � 8221Ds '135 @s 1dO Ibs i771D5 3701bs 187 Ihs 332 IDs 473 Ibs 17D Ins 221 Ibs 260 IDs N/A NIA N!A IJlA 190IDs NIA NIA N;A NfA NIA 341 tDs 442 ISts 560 IDs AND ANCHOR VALUES AS THE STANDARD CLIP. VIENT FORMULA: (DP"„) X (ANCHOR CAP.��,�,,aj _ANCHOR CAP. a, MULLION CAP.,,",,,,,," � USE THiS FORMULA TO OBTAIN THE "ANCHOR CAPACfTY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO L2UALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1} SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THC- FiELD FOLLOWING DIMENSIONAL RESTRICTIODfS BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTEb, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS_ HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE ® 6063-T5 AND BE A MINIMUM OF .125" THIGiC STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL p #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, is-8 S.S. OR 410 S.S. {---1250"�'{ 3.1 .255" 1.25" X 3.188" X .Z65" MULLION (1-1/4" VF MULLION) ® �� $ a i chi � u' u�o �, � �$ U J Q � m� � 0 h� J a' � a FN-' W O � � [n M Q � W � � Q ? z Jz m = � � �� o �Z � Q � � � ~ N Q � � � [V a- � Q X Z Do cD D_ rn m � ?'� �O ~ � l7 ® � X i U �! � � � 0- ..r o d O p PR®Ducr IZEV'sE® as complying with the Florida Building Code NOA-No, 't7-0630.01 Expiration Date 05/26/2021 By - Miami -Dad roduct Control \ttlllll/lf/f � ��.• l,10ENSF � /�l • t� � • •'.10 .� : No. 58705 - •�; � :� � � - O •• S AT� �.- S G, ,� ��/ ��NAL tE� �` A. LYNN MILLER, P.E. FL P.E-# 58705 TABLE 9A 1.25Z3.25 x .100 Alum- Tube Mugion Opening Width (torverticaliy-spenn[rg Mullion Capacity mullions) Tablo or 90 g (lbs((t2 Opening in TreplTtlnff. Height - (fvrhvrizonteily-spanning R oaGg�ar 100 !n TmplTr'ngg- mulllons)12D RLoadln0ar In TraplTdang_ Loading Reolanguler Loading 140 in Trap/hlang. Loading Rectangular Loading t6D m Tmp Loading ang. 50 N 601R 70 in Rectengurvf TmplTdang. Loading Loading 80 Roelengular Loading in Trlap✓7�r'nng 9 RLalen�gutar Rectangular Loading Tmplttleng. Loading Rectangular Loading 'iYapRdang. Loading .r^ �� dd 11 t6 97B 927 869 T48 077 617 510 465 441 932 �' li a �� 170.0 170.0 159.1 134.0 101.0 85.2 72.6 642 45.3 41.6 Z6.1 =� �B t� 521 a77 699 660 592 539 49d d19 378 360 276 -� � �i� 153.3 117.3 /05.5 927 71.6 61.9 63.8 41.4 35,2 32.8 21.2 o ^ S� a �� 1118 078 B27 869 746 677 617 51s 465 441 332 '' � � �� 170.0 170_0 156.3 129.8 98.8 81.0 68.7 50J 42.2 3fl.7 24.1 � B �� 521 880 696 65d 6B7 53d 480 414 374 356 272 � a �� 127,7 87.8 07.9 77.3 59.7 51.6 44.8 3d.6 29.4 27.2 17.7 � R a�T as 1118 _ 978 B27 869 746 677 617 518 465 441 332 � � 170.0 170,0 156.3 129.9 H1.3 7T.0 84.4 46.6 30.3 34.9 21.3 � � � sc ¢ 62t 690 B95 852 683 529 483 40D 367 348 266 � � � �� d 1D9.5 03.B 75.4 66.2 SL2 d-0.2 38.4 29,8 262 23.3 18,2 '� � E dg�g ad 1118 978 927 869 748 677 817 516 465 A41 332 � �' a 5� 170.0 170.0 158.3 128.0 93.3 76.7 63.7 45,0 36.5 33.1 19.0 � �^ � � � 521 690 895 B52 583 529 482 405 36q 349 262 � �� 95.8 73.3 65.9 57.9 d4.6 38,7 33.6 25.9 22.0 20.4 13.3 �B apG da 1f18 979 927 868 746 677 817 510 465 441 332 � �. �,� �� 170.0 170,0 156.3 128.8 93.3 76,7 63.7 45.0 36.2 32.7 te_7 fi � �� 621 gg0 6a6 652 583 529 482 405 3d5 260 � g 14 c 'y�l��{ d d � �. 6� � c � _ � �� Q� � g � f c .6 (i� d� i�' � � c � �� 4� �' � �� f c�- �' 8.14 �� y�t� d �� 8S4 �G `��'� D � �� c c 170.0 146.7 137.9 115.8 89.6 77.3 67.3 51.0 4d.1 40.8 26.5 21.9 15.4 1-0.1 �' �� a� � 082 978 827 B69 748 677 617 510 465 441 332 2B1 230 218 � � � �� 170,0 t70.0 1685 141.8 107.8 91.4 78.3 56.6 49.4 4fi.4 28.8 23.5 1B2 1-0.8 �' �.8 ��g �<`d 519 661 708 668 599 546 600 426 3B4 366 280 24B 196 186 � >4 ��z�7 �� t70-D 130.4 717-2 t03.0 79.6 BB.7 59.8 46.1 39.2 362 23.6 19.4 ,� "� c 42 In 48in 50.626In fi41n 601n i70A 170,0 170.0 470.0 1d3.Z 123.7 107.8 82 9 B20 708 747 7g7 746 e77 617 518 465 441 332 291 230 218 17D,0 170.0 17D,0 170.D 153.8 132.0 114.1 87.1 73,7 68.D 43,8 35.9 25.1 23.1 435 624 563 612 634 579 630 45D 406 387 295 260 208 191 170.0 170.0 170,0 164.5 1i9.4 103,1 89.7 89.1 58:7 6d.3 36.4 2s.1 20.5 TB.9 744 850 896 889 T46 877 617 5tB 466 441 332 291 230 218 1T0,0 170,0 170.0 170A 1323 tt3.2 97.8 74.2 62.8 57.7 37.0 30,3 21.1 19,4 d78 584 631 691 620 566 519 440 398 379 2D9 256 205 194 170.0 167.E 150.7 132.5 1D2.3 88.4 76.9 58.2 50.3 48,6 3D.3 25,0 17.5 162 8B8 978 927 889 746 B77 6t7 518 A65 44t 332 291 230 218 1T0.0 110.0 170,0 153.8 117.8 100,4 86,3 65.2 54.9 90.6 323 26,4 18.3 16.8 506 630 60d 6B3 608 555 508 432 390 372 28d 252 201 191 631n 661n 72 UI 76tn 70.5 652 78 in 901n 42.4 35.0 24.8 291 21.3 244 17.5 291 19.5 241 14B 291 17./ 236 12.5 291 15,d 232 86 In 108 in 111 ar J2.8 17.9 iB7 16.2 170 14,8 187 15,3 187 120 In 9B Anchor Caoaclty Taple Anchor Type: 3/t6" Elco Ultrecvn l 1/4" Eko UlUacon I Ultlawn I 3lta" Elro Uliracon Anchor' Cgp Patterns Edge Dtslvnte (fn): 1" 2-1/2" 1" 2-112" Embetlmenl (in): 1-314" 1-3/4° 1-3/4" 1-314" 2 Ancllvrs � 4.75" Min. O.G. / StsndDrd yr OBsel Cgp (F3g• 1); 380 Ibs 390 Ibs 450 Ibs 890 Ibs 4 Anchors t@ 1.16" Mla O.C. /Standard (orOlfseQ Clip (FIg. 2x 490 16s 700 Ibs WA N/A 4 Anvhvrs � 3" Mln_ O.C. I (2) Zx3 Angle Clips 1(Fig. 3x 78D Ibs 760 Ibs 680 Ibs 156016a 3Ancitvrs ®0.54" Min. 0_C. / U-G1ip" Into .100"Alum. (Fig• 4� NIA NIA WA N!A 1 Anchor/ FGIp (F(g, 5Jr 1g51bs 195 Ibs 2251ba 445Iba 2 Anchors � 1.15" Min. O.C,/ F-Clip (FIg. fix 240 ms 350 Ibs WA NIA rrCllvC 1• L FIGURE 4: FIGURE 5: 9 O f' 1/B" 2" 1" 1-1/M1' 44Ibs 270Ib NIA 98Ibs N/A 54016 NIA tZ Ibs N/A 135 >b N/A NIA ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: 114" Elco Ullrecon 1" 2-1/2" 1-t/M1" 1-114" 1541bs 7401bs PUA N/A N/A 780 (b� N!A N/A 1771bs 37a Ibs FII(ed CMU 1/4" SS Eieo 5/16" Elcv 1/4" SS Eko AgpleGntor UUacon AgOreGalor 1d81bs e801hs 18921bs NIA N!A N/A 187 fbs 332 Ibs M173 Ibs AID Steel Al2 Steel ;crew (G5) Screw (G5 0.40" 0.5M1" 1-3/B" 1-3lB" 341 Ibs 442 Ibs 66216s BB51bs D82 tbs 88516s NIA N/A 1701bs 2211bs 3411bs 44216s Metal Al2 S1eA Screw (G5) 1120 enlrunct rnPACITYADJUSTMENTFORMULA: (DPI) X \ANCHOR CAP-„�,,,N,�l ANCHOR CAP.,,m \MULLION CAP.,"m,,.,," J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCT101JS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.; SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LF_AST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I--,.250"� 125" X 3.25" X .100" 1.25" X 3.25" X .100" MULLION FOR MULLION FOR FIELD-MULLF� UNITS FACTORY -MULLED UNITS C] IL W K t0 Q W J O Z f, O (_� } d 0 U WC L a U M m p � t~-- O Q N � r Z � � � m O 'alp N 1? rA o 0 fn N Q � Q T PRODUCT REVISE® a, complying with the Florida Bulfding Code IdoA-No. 17-0630,01 expiration Date_I�5/26/Z021 (lltllll/ ,.� � aNY LvNN� `�` ��••• LICENS�c'• �� i •. � .� : No. 58705 �� ` � o� •. 9 ATE F� ' (�! ��'s`S�OIVAL E�G ��. // � A. LYNt� �ItLl��t, P.E. FL P.E-# 58705 TABLE 10A Opening Width ((orvert 50 In -. 60 in 701n � 126 X326 Rectangular 7rap7Giang. Roctan0ular Traplfriang. Rectangular Traplidang. Roctangular Loading loading Loading Loading Loading Loading Loading x .624 ,, T 41um-Tube ?^ '' � a ^ � .L _ � - � ^ Mullion a � � a a� v a� a s� a a� a a� a o G �� V � fi 'v c U� c � c,.� _ v �� L.� o'� $ P o �'` ,� 5 z � � '� �� d`a f� dra' s� �� d`� �� err �� d`rr 42in 170.tl 620 170.0 A35 170.0 744 170.0 4T8 170A D60 170.0 506 170.0 992 48in tt0.0 708 170.0 524 178.0 850 170.D 584 tt0.0 992 170.8 63D 170.0 1133 50.625 in 170 0 7-07 170.0 663 170.0 896 170.D 631 170.g 1046 170.0 b0d 170.0 1195 54in 170.0 797 170.0 812 t70.0 956 t70.0 691 170.0 1116 170,D 754 170.0 t275 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 12d0 170.0 878 170.0 t417 63 in 170.0 930 770.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 � B61n 170.0 974 170.0 789 170.D 1169 170.0 903 155.6 12dB 170.0 1002 136.2 1248 a C J 721n 167.8 1049 170.0 B76 139,9 1049 150,2 H92 119.9 1049 132.1 875 104.9 1049 0 76 in T42.7 941 t49.1 822 1 t8.9 9d 1 126.8 805 101.9 941 1 t 1.Z 791 B92 941 � T81n 132.0 094 t37.6 783 110.0 89d 176.9 TG7 94.3 69d 1024 753 a2.5 894 90 in 85.9 671 88.7 596 71.6 671 74.9 5B5 67-4 67) 65.3 575 53.7 671 96 in 70.8 690 72-8 527 59.0 690 61.4 518 50-6 590 53.4 509 d4.3 580 108 in d9.7 d66 SD.B 421 41.d 466 42.8 414 35.5 466 3Z1 40B 31J 48G 111 in d5.0 A41 46,7 400 382 441 393 393 32.7 441 34.1 3B7 28.6 441 120 ih 30.3 378 36.9 34d 302 378 31.0 339 26.8 378 26.8 334 22.7 376 1Ad in 21.0 262 21.2 212 17.5 262 17.8 239 TS_0 262 15.3 23G AnchorCllp Patterns d A7trhus /p31.15" Mln. o.C. t 4Archors @ 3" Mln. o.l a Arr.Mts ra 0.64" Mht. O.C, ! nt trfC A. iian08fd of 08s� andara (or O(ge I [� 2x5 Angle I Lilp, Into .tam 1 Artclwr/ 1.18' Min O,C.! Mullion Capacity Table (Ibs/Fiz� J icelly-spanning mullions) oropaning Height (forhorizonteliy-spooning mullions) 40 in 106 in 120 in 140 in 160 in in _ - _ Ttapridang. Reclangurar TreplTriang. Ra ctangular Traplkiang. Redangular Trap?riang- Rectangular TraprTriang. Rectangular Traprrrlang. Loading Loading Loading Loading Loading Loading loading Loading Loading Landing Loading o C � �. t7o D 170.0 170.0 170.0 v ` v rr�� 4K 1116 1275 1345 143d 1511 1370 12A8 1049 941 894 fill 590 466 441 a C � � 170.0 170.0 170.0 170,0 170A 170.0 tA7.1 109.7 91.7 LN.1 52.9 43.0 29.T 27.2 a� ` GG WW 4K 521 677 747 637 996 1076 100D 848 766 730 558 49d 396 376 a fJ � c 170A U0.0 170 U 170-0 f45.D 125,3 108.9 H3.9 71.4 66.0 43.0 35.A 24.9 22.9 a�, U u L � GG 4tY 1210 1417 1494 1594 1511 1370 1248 IDd9 941 H94 671 590 4G6 441 T �' U � c 17D.0 176.0 170 0 170.0 170.0 164.0 139.0 102.7 85.5 7H.3 40_B 39.6 27.1 24.9 o� GG aK 521 GDO 756 856 1033 10H2 9B9 H38 757 T21 551 488 3D1 372 ci _ � � 170.0 170.0 110.0 156.4 120.8 104.4 90.8 69.9 59.5 55.0 35.8 29.6 20.7 19.1 T oG GG 4C 14B8 1700 1793 1769 1511 1370 1248 10d9 9d1 B94 671 690 d66 441 _ ci is 170.E 170.0 170.0 170.0 170.0 155.g 130.4 94.3 77.6 70.7 43.1 34.7 23.6 27.5 v� �� 521 fi80 756 861 1063 T072 978 826 744 707 539 477 302 363 s' ci _ � a 'C n GG 6� i> F �. T o� cc; Q C ' V ci � � _ �� ' � �� - y� �� _ GG 4 K y. CJ �c 170.0 170.0 170.D U1°a U v ��- GG 4C 519 661 723 BD3 170-D 169.7 /625 134.1 103.E 89.5 77.8 59.9 51.0 47.1 30.7 25.3 17.8 16,4 1735 1979 1B77 1759 1511 1370 1248 1049 941 B94 671 690 466 441 570.0 170.0 170.0 170.0 170.0 155 3 129.0 91.2 74.0 6Z0 39.7 31.6 21.2 19.3 621 680 756 861 1D53 1070 876 820 737 701 531 469 376 356 1T0.0 14B.5 133.5 117.3 90.6 78.3 6B.1 624 44.6 41.3 26.9 22.1 15.5 1A.3 1983 1979 1877 1759 1511 1370 1248 1049 941 89d 671 590 466 441 178.0 170 0 170.0 170.0 170.0 155.3 129.0 91.1 T3.3 66J 37.9 29.8 19.6 17.8 521 680 756 B61 1D63 1070 976 820 736 698 526 464 370 351 170.0 170.0 944 151.1 1392 121.1 93� 79.3 73.3 47.7 39.3 27.6 25.4 170,0 1015 15D.6 1013 119.1 860 777 740 566 100.0 g1.9 50.2 47.5 502 329 402 30.2 3B2 20.1 3T8 21.3 325 18.1 378 19.5 321 15J 376 16.7 314 23.7 329 5r16" Elco Anchorrype 3r16"ElcoUltracon 1!d"F1coUliracon ullracon yi6"ElcoUit7acon plstancs pn) 1" 2-1f2' 1" 2-112' 3•UB" T' 2-v2' Ibemnmt n- 1�3IA" 1�314" ta14" 1�4" 2" t-1l4" 1-1/9" 1 cop (Flg.1X 3�71bs s90lbs 45D Ibs B901bs - 16441bs 2701bs - 2Bo lbs CBP iB9.2k 4801bs 700 07s NIA t41A N!A FI/A 3801bs :Ilps!(Fig-9}: 7801Ds 78bIbS 6BOIDs 15601bs t8961bs 6401bs 56Dltn UUm (Fig. a} N!A NIA N!A WA N/A N!A NIA FLOP (Fl0.5); 1n51bs tg5lbs 2251bs 4451bs 822 las 135Ibs 140 ihs =LBp (Fig, 6); 2Q0 tbs 350 Ibs WA NIA N/A NIA 190 tbs TABLE NOTES: rt tt�C 7• C� °� FIGURE 4: FIGURE 5: • O 1/d" ElcoUltracon V4"SS Elco N16' Elco 11d" SS Elco 010 Sty �12SIeel #12SIeel A99��Dr Ullracm AggreOatof Screw (G5) Screw (G5) Screw (O� y 2-112' 7_' 0-11B" 2' 0,48" D.54^ 0.324" 1-114" t-1l4" 1�1/4" 1-1l4" r 1-ye^ 13t8" vadPs 354 ins 7dD lbs 3741bs 6641W 9461bs 34116s 4d211a 5601bs PUA N/A t11A NIA Nlp C'821bs 895 8a 7120Ibs N/A 7601a 748Ibs 8801bS 1B921W 6B2Ibs B851bs 11201bS N/A NIA W1A N!A NIA W!A NIA 950 IDs 1771bs 370 tts 1B71bs 332Ibs 4731Is 1701bS 2211bs 2801Ds _... ,... .yin nvn M11hs AA21Ds 5601bS 1 }SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAi'ION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION MET(IODS. 2) L}NEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXAGT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFiCAT10NS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.55. ALUMINUM SHALL BE FIGURE 6: 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 4i0 S.S. �nlr.NnR CAPACITY ADJUSTMENT FORMULA: (DP"„) X (ANCHOR CAP.,,,,,,,,„,,, __ANCHOR CAP.a�, MULLION CAP.m",,.,„,� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT W ILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.25" X 3.25" X .624" 1.25" X 3.25" X .624" MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS piu a; 2b m ® on o a �� b F �� o � � �r � �� o �z � W o U '6 U S > Z � t- � W �� Q uWi J (n � � � H � � m Z S � O I -- a m o to T'7 W � Imo- U CO C� U � Z ZO.. S (n z m _ ,5 a W � � 3 � �Q a � �� c� �Z O F N � � Z z � Q 6t � F � � CV � o_ � X m id 0 ap r � N m b° o C7 N � x Y Y � U N a p 0 c � � � m � S,� a �:� .. � m PRODUCT REVISED as complying with the Florida Bupoing Code'7-0630.0'1 NOA-No, explr�tion Date Q$/26/2021 -�J `t111I1II17I1 ��'�� -' �ICENS�c �� Q': .. � _ �, No, 58705 � r ;goo' �"� � � �-� ��; �'�.S��NA� E? �.�. lTlrTllllll A. LYNN Mii_I_FR, P.E. FL P.E.# 58705 T BLE 11B Anchor Capacity Table {lbs) HdIOW CMU Ftlletl CMU P7 sutstrate' 27k Concrete 3.5k Cd1c. S16' Elco 7/d" SS EICD 5rt8' Etco 1/4" 55 E1to B10 Sie�l ffito EkD Wrx on 114"Elco Ultlacbn 3�16"EIcO Ullr�on t!d^EItDUliracon AggreGator UIDaCa1 AggleGotor Scrc7a (C� Anttuf Type: Uttracon Anchor Clip Patterns �.y/g^ 2' o.4s" Etlge plslance Onk 1" 2-V2' Y' ' 2-1/2' 3Ug" 1" 2-t/2" 1' 2-112" T . i=Je" t-114" i-1/4" t-114" t-1/4" 1-t/4" 1-1I4" _ 2' ERIDetln7en[(In- 131d" 1314" 1314^ 13f4" 2" - - 2 Mctrors � 4.75' Milt O_C. / Standard a Ortset Cllp (Flit. 1} � Ibs 390 IDs 4� IbS g90 ItrS i644 IDs 270 @s 2eD IDs 35d Ibs 7401� 374Ibs e&1 {bs 9d6 IDs 3411bs d AncDorS � 1.15° Mln. 0 C. / Stantlard (a Ot�et) Cllp (Fig 2j Aa0105 700 Ibs N/?. N(A N7A N!A 380 ID3 NJA NtA NiA NfA NIA �21bs dAnchors @ 3' Mln_ OA.1 (� 2c5 Angle CAps / (A4 3k 780 IDS 780 Ibs 6@D IDS 156D Ihs 1 ��61bS 54o IDs 560Ihb NIA 75n IDs 74g Ibs 8g01bs ig92lts 6921bs dAnctlors ®0.5d" Mln. O.C. / U•CIIp,1 Al1CDDT0/ FCUp Flt} 5j 1P5 Ds iB51bS 2251bs !d5 IDS e221bS 13,ros 1401b4 177 bs 3701bs 10716s 33216s 4731bs 17D Ibs ... __.__ �-. , ,�� "a., n n � �rnn rRn. 5Y 240 IDS 3501Ds N/A _ NIA NIA NJA 1901bs NIA NIA R/A N/A N/A 341 Ibs �� FIGURE4: FIGURES: O ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: ;f12 Ste31 �12 Steel Strex (C�''ji Scn�v (G5} 0.54" D.'..2" 4" tire" vales d421tx 5201Ds ea5 Ilx 112D Its 865 Ibs 417� Ibs N/A 12671bs 2211Ds zeolx 4d2lbs %OIDs sa,�-uno reaerrry ATUUSTMENT FORMULA: (DP",) X (ANCHOR CAP.,,,,,,r,�,a� _ ANCHOR CAP.,, MULLION CAP.,",.,,,d" USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLY{ELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAGiTY•TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE_ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHOWN ON SHEETS 21-203BF1GURES 9 OW SUGGESTEDL APPROXIMATE HOLE LOCATION ONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE33 AND .045' THICK (18 GAUGE)_ STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRENlTHREADS BEYOND TWE MATERIAL #10 & #12 APICHORS INTO WOOD MAYBE STEEL, 18-8 S.S_ OR 410 S,S, 125' X 3.94^ X .624' MULLION 3 � {z{� � ® ON � 6 �� c a ..� Q� � Q �� o z tWj J L m° U s {mil O a�� >� _ T w � � � � � � ;; 2 _ � � o H- � u_I o cq � U M � a � d Q z � [4 � m Z Jrn � w ? � � g ;O J � � c.l K� � � Q N � � Q X ;; z co co � m � �O n^ � � � o ❑ c'� � X Y Y 0 � � � � � U N Q � O z � s �'O pRODd1CT REVISED as complying with the Florida Building Code '17-0630.0'9 NOA—No. Expiration Date �� '�i ``�.�aNY LYN,�� %,�, �� = LIGENSF''.�� Q? •. � � .• I�)o. 58705 :• � _ T i�s �'- -•' G � �'�iS�OfVAL ��`� A. tMtrlN (�i�u��, P.E. FL P.E.# 58705 TABLE 12A - Mullion Capaaify Table (Ibslft - Opening 1Ndth (forverficaily-spanning mullions) or Opening Height (for hollzontally-spanning mullions) tfio in 80 in 901n 100 in 120 in 140 In SD in 60 In 70in RectanlNler Trap/TAang. Rectangular Ttap/Trlang. Rec(artpular TraplTriang. Rectenguier Trapfrdang. ftecianguler lrap7Triang. Rectangular TraplTrianp. Rectangular Tnap7Trlang. R� an�guler TL�mn 9• RLoadingar TLvading Loafing Loading Loading Evading Loading Loading Loading Loading l.oadiap Loading Loading Loading Loading Loading 9 2x4x25 _ �' Alum. Tube >C ;� �' z a a a �• � 2r ,�• �• � �• � � a �• �• �• g�g o ^ m �• a ro �' � � W � � � � $ � � � m -� m m n .(� �. �. �° 2L .ii' a .g a a a a a- �' n � n 1O g' c � a a c m '" a a M41110n � ... o n � a � .$ � a.o '$. a $ "� c �, � � (gU' r; c`S `� ci _ r`S v ci tg a t� ci v ci ci v v ci m c'f c� a V tl � c .-, � � c F � L' cgC �' u cR � tiv � �m ci civ� ci cie o e t� oe a gs z� r'` a� a� a� �` �� `o. ��_ r-� �� sa _� t� _ar ;= �� ¢� �� a`� �� a`� �'� Z� �� '� a`rr g� a�� $ a`rr �� ¢`� �� d`rc� �$ a`� �� ¢`a �� a`oc � �� 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170-0 992 170.0 519 770.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 '170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 17D,0 524 17D,D 850 17D.D 684 170.0 992 170_D 630 170.0 1133 170.0 661 170.D 1275 17D,0 677 170.0 1417 170.0 680 i70.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 17D.0 680 50.625 in 170,0 747 170.0 563 170.0 8% 170.0 631 170.0 1046 170.0 684 i70.0 1195 170.0 723 170.0 1345 170.0� 74T 17D.0 1d94 1T0.0 756 170.0 1793 170.0 755 170.0 2092 17D.0 756 170.0 2391 170_D 756 541n 170.0 797 170.0 6t2 170.0 956 170.0 6B1 17Q0 111fi 170.D 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.D 2231 170.0 961 170A 2550 170.0 '861 80 &i AD.O 885 170.0 701 170.0 1063 170.0 T97 17D.0 1240 170.0 878 17D.0 i417 170.0 9M 170.0 1594 170.0 996 170.0 1T71 t70.0 1033 t70A 2125 170.0 1063 170.0 2479 170.0 1063 16D,8 2680 170.0 1063 63 in 170.D 930 170.0 745 170_D 1116 170.D 860 170.D 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 i70.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.D 1171 �66 (n 170.0 B74 � 170.0 789 170,0 N69 170.0 903 170.D 1364 170.0 1002 170.0 1559 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2330 170.0 1275 151.9 2437 170.0 12a6 t32.9 2437 170.0 1286 G 721n 170.D 1063 170.0 878 170,0 12T5 170.0 1009 170.0 1488 170.0 1126 t76.0 1700 170.0 1228 t7D.0 1913 170.0 t315 170.0 2t25 170,0 1387 1{5.6 2184 170.0 14e8 124.8 2184 170.0 1529 109.2 218d i70.0 t530 a 76in 170.0 1122 170.0 937 170.0 t346 170.0 1080 570.0 1570 170.0 1209 170.0 1794 170.0 1322 765.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 1D6.1 1960 154.0 1535 92.9 1960 152.7 1 3 '.�.. 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 5250 170,0 1B42 170.0 1369' 152.7 1861 170.0 1474 t37.4 1861 163.1 1500 114.5 1861 147.3 1473 982 1861 139.E 1{59 85,9 1861 137,E 1454 901tt 170.0 1320 170.0 i144 149.1 1398 156.0 1219 t27.8 1388 136.0 1198 111.8 1398 121.3 tt79 99.4 1398 11 D,2 N62 89.5 1398 101.6 tid7 74S 1398 89,8 tt22 63.8 1398 827 1105 55.9 1398 78.9 1096 B6 in 14Z4 1229 151,5 1098 112.9 1229 127.8 1079 105.3 1229 1112 1061 H2.1 1229 98.9 10d4 81.9 1229 89.6 1029 73.7 i220 82.4 10t6 61.d 1229 72.2 993 52.7 t229 65.9 977 46.1 1229 62.t 967 108 in 103,6 971 105.8 877 86.3 971 89.0 882 74 0 971 77.2 8{9 64,7 971 68,4 837 57.5 971 61.8 825 51.B 971 56.5 e15 43.1 971 49.0 7B6 3Z0 971 44.0 7B2 324 971 {a.e 771 111 in 95.4 919 97.3 832 79.5 919 81.9 819 68./ 919 70.9 806 69. 919 52.9 794 53.0 919 56.7 794 47.7 919 51.6 774 39.7 Bl9 44.8 756 34.1 9t9 40.2 742 29.8 919 37.1 732 8 695 47.2 786 49.4 606 41.9 786 M.4 677 37.7 786 40.5 668 31.5 706 34.9 653 27.0 786 31.0 641 23.8 786 28.d 631 86 55. 8 05 53.9 7 15.5 44 120 in 755 786 76.8 716 629 786 64.5 7 144 in 43.7 548 442 504 36.4 546 37.0 498 312 646 31.9 491 27.3 546 282 485 2M1.3 546 25.3 473 21.8 546 22.9 474 182 546 is.5 464 15 6 5d6 172 455 i3.7 5 enlcunR CAPACITYADJUS TABLE 'I Lt5 S00.�ttate: 27k Corti>:te Anchor C apac 3.5k cone. 5'16' Elco Anchor Type' y16' EIcD Ultrecon tf4^ ElcoUh.2cOn Ultraeon AnchorCllp Patterns 2-V2" 1" 2-Vi 3418" Edge Cistance pn): 1" Emtedm�tON' t�/4" , yd 1S/d" 1�4" 2' 2Anchors � d.75" Min O.C. / Starda'd or0lhsetClip (Flg. 1&2g 9901bs 3901bs 8B0IDS 16441bs d�U Ibs 4 Anchors � 2.68" Min. O.C. f Standard (or O;iel) clip (Fig. 3): 740 Ib9 74o Ina 63o IDs 1d851bs 142d Ibs 6 Anchors ®1.7t" MIn. O, G. f 9landaN {or Otbet) Cllp (Fig. d): 805 Ibs 1050 758 Ibs 1Bd6 Ibs NIA 4Anchors � 8' Min. O C.! (2) 2t5 Angle Clips 1 (Rg 5): 78D Ibs Ih5 680 Ibs t560 Its SE96 Ibs 6Anchors ®3" Min. O.C. f (:� 2x5ArgleClips/ (Flg. 6j: 1170IDs 1t701h4 1020Ibs 234D Ibs 2844 Ibs 3 Anc hors � 1.34" 1AIn. O. C_ / U-0IIp, Into .125' Alum. (FIO� �' DIIA N/A NIA N!A IQlA 6Atchors (cl0 64" hAln. O.C./ U-Clip, Into �25" Alum. (Fig. 8j: NIA N(A N/A WA NIA 7121ns 2 Anchors ®268" Min O.C./ F�Cllp (Fig 9): 370 Ibs 370 Ibs 375 Ibs 743 IDs 3 Anc ha3 � 171' Min. O.C.! F-Clp (Fig_ 101: 443 Ibs 525 Ibs 379 Ibs 973 IDs NIA _ __ nwin nnlcuna VDI I IFS AS TH NOTE' FOR THE OFFSET GLIF', UJt Inc J,yrvic rv.�.� ice, � � .�. � --� •� � • •• •- � - FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4' • ® • • ' o m ® o m ® s FIGURE 5: FIGURE 6: m • • ® • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP • s r ® ® (FIGURES 58i6) � MUST BE USED IN PAIRS. • �• 3't6' EIco UIl2c CI1 1" 1-1/d" 2-V2" 1-1/4" 270 IDs 2� I� NIA 5(30 Ibs NrA 7051bs 5d0 IDs 5E0 IDs eiu Ds Bd01bs NIA NIA N/A NIA 11d" ElcoUltracon tld" SS Elco' &tB Elco AggreGetor) Ultracon I4/4" Sf IDS 1-114" 7d0lls 1-1/4" 37d ID' N!A �n51t» W/A NfA 7991ns Id/A IJlA 7601L6 7d8 lei NIA 11d01b3 ti221b h11A hllA N/A NIA N/A fJ/A 3SBIbs 1d/A N/A NJA 3991bs iJlA eeo IDs 13� IDs N/A NIA 4MJ Ins i/4" SS Elco �10 Sterd ;J'12 Sleel AggrcGator Screw (GSJ Screv (G: 2' 0.48" 0.54' -2' 1-3'B" 1�/8" 9d6 I� - 3-01 Ins 442 Ibs ruA yt2lbs BBs Ibs y!A 10221Ls 13271bs 18921bs EB�IDs B8_51M 283R I� iD2<^ Ibs 1327 Itn NIA NIA TUA NIA WA 3�111bs 4421Ds 5111D5 6E3I� Metal f't2 Steal Screv (G5 D.324" vortes eso ros 112D Ibs 1680 IDs 1120 Ibs 1680 Ib3 1073 274 Ibs 5S0 Ilx STANDARD CLIP. � CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24_ fMENT FORMULA: (DP„))((ANCHOR CAP.�,�,r,,,,,\ _ANCHOR CAP-,�, ``MULLION CAP.,r,,,..,,, USE THIS FORMULA TO ODTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION', CAPACITY (FROM THE TA6LE) OF THE SELECTED MULLION_ IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TADLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE• HE FIELD FOLLOWING DIMENSION O RESTRICOONOSHOWN ON SHEETSD2M 3NFIOGURES SHOD/ SUGGESTED,LAPPROXIMATE HOLE LOCATIONS_ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE sU53-T5 AND BE A MINIMUM OF .125"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND A46" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST _125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOC-MAY BE STEEL, 18-8 S.S. OR 410 S.S_ .250" 4.000" 2" X 4^ X .25" MULLION N �y m ® O� O � "' n �� a a 2"' � o U gz v ti �, � U o t� m �tt z m � a W O � � J (� K � � III _ � �o � � m O (n a � L1J a �' � z Q � z � g g �U W g LU •3 •� O � � � � a`<z rA Q � r- t` Z~ J r � J Q O) 60 � � � CV c- � � W c�D 0. � � � � O � O � {V y a a N � x Y Y � � � � � X � Q c� z O O � 2 (n (n Z $ m Q S.O _ c� m� O � � � �� m� PRODUCT REVISED as complying with the Florida Dullding Codc NOA-No. '17-0630.01 Expiration Date 05/26/2021 ey Miam Product Control `,�. .,/� ��• ,,aNY LYNN��'',,: _ � No.58705 �� O� t. ST TE O CU \ ��,� ANAL E �� A. L`�I(lbl MILLL�t, P.E. FL P.E.# 58705 TABLEI3A 1Vlullian Capac Table Ibs(ftZ Opening Width (`orverttcally-spanning muiGolls) or Opening Hoight (for Mri��IIY-sPa^r"n9 mullions) 14D in 1eo to 701n BO in BD In 10D In 120 in SD In 60 in Recta ular Trap ang. Rxianguler 7tapl7riang. Rectangular Trap7Triang. Rectangular Trap/Tdang. Rectangular 1Sap/Tdang. Rectangular TraplTdanB• Rectangdar T �plT fang. R Losdl Blar TrLoadngg R Loaring r T Lo d�nA� I_nading Loading Z X 6 X .26 Loading Loading Loafing Loed'Ing Lnadfnp Loading Loading Loafing Loading Loading Loading n9 y � � � .. � � � � L �` L' 2' >� L` �` =' �' i' ^ � � .-, � ... u .-. u m " `fir' m � � � m o. 'B n d � � n a AIUIri TUbO 2 L i:` � �' � c'^ .� m w n m A a n o� a A m� ,u� c e m e a � � U trot v o_ v a m^ a � ny m a� .ro c� � a� ¢ a Q��.. ,� r.c c. m� .... m .�c `� U_ Uv O Uv V m I'JlUllion o. o$ a c o. a m c a m G G ro A _ _ _ E c fF,j � o €v `o � � = o� � o o v o o m ci O b ci � n � d � " d c o - � � �� • U b U U m U U �q U U b U_ U v U b CC N NN ryry � L� � t =� V ry_ry U V V p_p � m �.1 ? C N �3 Co t`! O � p C o � • O C t � O Sy � � a C a C � � -�V _ � _ U � c �. G ry - a' - 'S Co C � � � � F � = � • �G � � � � • � o � t � `c C ti V o C V ' O. - � L 7 _ a C � u m �.& c � 5.i3 " v _ ,�' 3,'$' c � �$ �� c'� dry �� do °� g�c ¢K �� K ��c �C �� 'a fife �� d`� �� ¢� �� d`� i;� a� �'� arz �� a4� �� ¢� �o ¢`� r a`,a �-,. ¢� �� a 42in 170.0 620 170.0 435 17D.0 744 170.0 478 170.0 B68 170 0 506 170,0 992 170.0 51g 170.0 1116 17D.0 521 170.0 1240 170.0 521 170.0 1408 179.0 521 170.0 1735 170.0 521 170,0 19B3 170,D 521 481n 170_D 708 170.0 524 170.0 BSO 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 17D.0 1417 i70.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.6251n 170.0 747 170.0 563 170.0 698 17D,0 631 1700 1046 170.0 684 170.D 1195 170.0 723 170.0 1345 17D.0 747 170.0 i494 170.D 756 170.0 1793 170.0 T6 t70.0 2092 170.0 756 170.0 2391 170A 756 541n 17D,0 797 170.D 612 170.0 956 17D.0 691 170,0 1116 170.0 754 170.0 1275 170.0 B03 170.0 1434 17D.0 B37 170.0 1594 170,0 856 170.0 1913 170 0 861 170.0 2231 170.0 861 170.0 2550 170.0 8B7 601n 170.0 885 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 87H 170.D 141T 170.0 944 170.0 1594 170.0 996 170.0 iTli 170.0 f033 170A 2125 176.0 1063 170.0 2479 170.0 1063 170.0 2033 170.0 1083 631n 170.0 930 17D.D 745 170.0 1116 179.0 850 170.G t302 170.0 940 170,0 1488 17D.0 1015 17tl.0 1673 170.0 1076 170.0 1859 170.0 1127_ 170.0 2231 170.0 1169 170.D 2603 170.0 1171 170.0 2975 17D.0 1171 = 861n 170 0 97!{ 170,0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170-D 1753 170.0 1155 17D.0 1848 170,0 1210 170.0 2338 170.0 1275 170.0 2727 170,0 1286 170.0 3117 170.0 1286 C 72 in 170.D 1063 170.0 878 170.0 1275 170,0 1009 170.0 1488 170.0 1126 170-0 1700 170.0 1228 170.0 1913 170-0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.D 1529 170,0 3400 170.0 1530 'J 761h 17D.D 112Z 170.0 937 170.D 1346 170.0 7080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 17E1.0 1505 170.D 2692 170.0 1829 170,0 3140 17D.D 1694 170.0 3589 170.0 1705 7 � 781n 170.0 1151 170.D 967 170.0 t3B1 170.0 1116 170.0 1611 170.D J250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.D 2302 170.0 1564 170,0 2763 170.0 1700 t70.D 3223 170.D 1777 170,0 3883 17D,0 1798 90 in 170A 132E 170A i1M 170.0 7594 170.0 1328 170.0 1859 17D.0 1498 170.E 2125 170.0 1653 170,0 2391 170.0 1793 170.9 2656 170,0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 t36.5 3413 170.0 Z361 981n t70.0 14t7 170.0 1232 170,0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 i784 170,0 2550 170.0 1952 170,0 2033 170-D 2095 160.0 3199 1>0.0 233E 137.1 3199 i6D.6 2470 120.0 3199 158.1 2428 108 in 170.0 1594 170 0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170 0 2550 170,0 2078 164.8 2781 170.0 2271 148-3 2Y81 161.9 2333 123.6 2781 1dD.d 2281 105,9 2781 125.9 2234 92.7 2781 116.D 2190 1111n 174D 1638 170.0 1454 170.o tse6 170.0 1700 170.0 22s3 170.0 ig32 170.0 2821 170.0 2149 151.8 2632 182.3 2245 138,E 2632 148.4 2218 113.0 2032 128.a 21e8 97.8 2632 115.1 212s 85.d 2632 108.3 2096 120in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 t54a 2252 15s.9 1981 135.1 2252 141.4 1984 120.1 2252 1272 1938 1D8.1 2252 116.1 1915 90.1 Z252 99.8 1872 77.2 2252 BB.9 1836 67-e 2252 81.4 1808 1441n 125.1 1564 126.6 1445 iO4.3 1564 1D6.1 1425 69.4 1564 91.5 14D7 7&2 1564 80,7 1390 69.5 1564 723 1373 6Z.6 1564 65.7 1358 52.1 1564 56.D 1330 44,7 1564 49-2 1305 39.1 1564 44.4 1283 n n1cHC1R CAPACITY ADJU: Anchor CGp Patterns 4.68' MJn. O.C.7 1.71" Mlh. O.C./ 4 Ahollors � 3" Min. O.C./(2) 2x5 B Anchaa � 3" Min. O.C. / (2j 2x5 12 Ahchots ®15" Min O.C. / (2) 2x5 1 34' Min O C / 11-Clip in[ hor Type: 3l1fi" E1no Ull2can 1/4" Eico Uhraeon once (In): 1" 2-1/2" 1' 2-1/2° meal in): 1-3(4" 1-3/4" 1-3l4" 1-3/4' =ta. i&2j: 39016s 3901bs 4501bs 8901bs p (Fig• 3): 700 Ibs 78016s 90016s 1780 Ibs p (Fig. 4): 11801bs 1400 Ibs 10101bs 2595 Ibs !! (Flg. 5): 7801bs 7001hs 600 the 1560 Ibs / (FlO- 6): 1560 Ibs 1560 Ihs 1360 Ids 3120 Ibs / (Fig. 7): 166D lbs 2100 @s 1440 Ihs 3780 Ibs ifFla. el: NIA NIA NIA NIA for Ca aci Table Ibs Hollox CMU Fllled CMU PT Wood Metal 3-5K Cana. 5/16" Elco 3116" Elco UlVecon 1/4" Elce Ultracon 1/4" SS Elco 5/18" Elco i/4" SS Eico S10 Steel St25teel 1t12 Steel Uliracon AggreGalor UDrdcon AgOreGatar Screw (G5j Screw (G5) Screw (G5) _ _ . _., u, n_nrm• o^ 3-118" 2" 0,48"� 0.54" 0.324" 4 Anchors � , B Anchors Ld 0.64' Min. O.C. / U-Clip, Into .125" Alum. (FIB• 9)= N!A N/A N/A NIA 2Anchors � 4.6e" MIn. O,C.I F-Cllp (Flg. 10): 390Ibs 3901Cs 4501bs 8901bs ti 4Anchors ®1.71" Min. O.C.) F-Cllp (Flg, 11): 59016s 7001hs 5D51bs 12981hs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES FIGURE 5: FIGURE 2 w FIGURE 3: e FIGURE 6: • o • • e • FIGURE 4: • • s • e • e • • o • o 44 Ibs 27D Ibs ZAO Ibs 3541bs 74❑Ibs 3(4 ID9 ��+ �_ �� -- - 321bs 540 ins 5601hs 708 Ibs 1480 Ihs 748Ibs 127216s 18921bs 682 N/A WA s4G lbs NIA 10651bs N/A NIA N!A 1363 96 Ibs 540 Ibs 56G ibs NIA 7601bs 748 Ibs BBD Ibs 1892 Ibs 882 s216s 10801hs 11201bs NIA 15201bs 149616s 17601bs 37841bs 1363 uln WA 1320 Ihs N/A 15001bs � N/A N/A N!A 2045 N/A WA nuH N/A WA N/A �161bs 2701bs 2801bs N/A NIA 47016s AS THE STANDARD CLIP FIGURE 6: FIGURE 9: FIGURE 10: FIGURE 11: ♦ • • .. • •• ♦ • FIGURE 7: ANGLE ♦ • • • CLIP (FIGURES • e • e 5-7) MUST BE • s • ® USED iN PAIRS. NIA I N/A 3541bs 7401bs � 3741bs )bs NIA '8" tJ18" varies Ibs 44216s 5B0 )bs (bs B65 Ibs 112016s lbs 17701bs 22401bs Ibs 885Ibs 1120 Ibs Ibs 177016s _ 22401bs ibs 26541bs 33601bs A N/A 1430 IbS Ibs 44216s 56016s Ibs 885 Ibs 1120 Fbi >TMENT FORMULA: (DP„) X (ANCHOR CAP.,,o„,._"\ =ANCHOR CAP., `MULLION. CAP.,®,,,,., USE THiS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE ,OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCI IOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-Z3. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SI iEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FIL CONCRETE BLOCK UNIT (CMU) SHALL COPIFORM TO ASTM G90. WOOD SHALL BEPRESSURE-TREATS YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMiNUlv1 SHALL BE 6063-T5 AND BE A MINIMUM OF . THICK_ STEEL STUDS TO BE A MINIMUfvi GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL BEAT LEAST .125" THICI<AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS 1M'O WOOD MAY BE STEEL, 18-8 S.S- OR 410 S.S. I----2.aoo" ----� 2" X fi" X .25" MULLION m �� ® � N � ;t ), h �� I a 2 U r'' U? ^� O �� p2 U NIa U �� NT Z � O � J � � � Z � '--) C LIJ O M CJ � Z � 6 z w Z U� aa� � Q cn z � Q � Z C7 t- a ~ a>i � N� n � N � X U N a Q Z � o � �� m U � m ��` �� (/) W X CO O PRODUCT REVISED as complying with the Florida Building Code NOA-No. '17-0630_O'f Expiration Date 05/26/2021 �y �-- .��``aoNY LYN��ji''�, Q: '.� � ; No. 58705 � �� •-_ SATE F -• [V \ i S` P FL P.E.# 58705 TABLE14A Opening Width (forvertical(y-spanning mUlllons) orvpemng ne�yn� Iwt in�nc�i��'r-�ro�^""� ^'w^-� �-� 901n 10D In 120 in 1401n 16D In 501n 601n 701n 80 In - _. - __ ___ Rectangular Yra{x?riang. Recangulat Trayl'riang. Rectangular Trap�Tdang. Rectangular Trap/TdanB. R L aag0lar Trap>�dang• R Loading©f 7 L�ding9 R Lo�nBar 7 Load�InB - R Loedingar T Loading R ��d nI ear 7 E a'n9B� 1.26" x 2.11" Loading Loadtr4l Loading Loading Loxling Loading Loadlne Lading B n0 x.125'"Alum i; � �` �' ;t�tpp'��ss �' ryery' nvps�N, a �f�Un9] R '�� Rp �p,iq� `� �� a� c n� '� 6p�_ � �� o. �� a a$ � �� '�� Tu4e 9Au11 n G 6 6� 6 CL � C F C 6 G � 6� N 1� G G �' � � U L) � p`� V V V �% _ r 0 - u U a = 6f � " _ o i> o � � f3 0 o v _ o ci c� .� ci _ � ° d ° � ,� o o � o � S L' � � .b CC ryry j_� � U U v U U o o ry ,�' � 'd cNV .'°1- � `o .� o � � �' c '� � ryz f5 .E' .- � o SJ L � 5 � r '� _ ,E o �� - �' a c _ � c � o c o C t 9 �� o v �� t .b G C 5 � y t v C t� F L v - L Q cti v L P � V c �,e � c o c -� o c "� � c ai 3 �� 5� c "' c a a �K �a ¢�'OC �� d�C 33 �� g� �� s� <a ��, �� a�� s� �a � �� a� a� �� g� a� e� ¢a� �� arc �� err 42in 144.2 526 167,0 428 120_2 526 148.9 419 103.0 526 1389 414 90.1 526 134.E 411 80.1 526 134.1 411 721 526 134,1 411 60.1 526 134.1 d11 51.5 52fi 134.1 411 45.1 526 134.1 411 481n 96.6 403 109.0 333 80.5 403 94,7 325 69.0 403 %.4 320 60,4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 ' 78.6 314 50.6251n BZ.3 362 9t.0 301 68,6 362 79.3 294 58.8 362 N.9 289 51.5 36Z 67.2 286 45-7 362 64.6 ZB4 41.2 362 83.6 283 34.3 362 63.6 283 �.4 352 83.5 283 25.7 362 63.5 2B3 y,� 54 in 67.8 318 74.1 267 56.5 318 64.2 261 48.5 310 57.7 256 424 318 63,5 253 37.7 31B 50.8 25tl 33,9 318 49.5 2-09 28.3 310 49.1 248 24_Z 318 49.1 248 21.2 318 49,1 248 G0 60In 49.6 258 53.1 2i9 412 258 45.7 214 35.3 258 40,7 2t0 30.9 25B 3Z2 207 27.5 268 34.9 204 24.7 256 33.4 203 20.6 258 32.2 201 173 25B 322 201 15.5 260 32.2 Z01 J 83 in 427 234 45.6 200 35.6 Z34 39.1 195 30.5 234 34.7 192 26,7 234 31.6 189 23.7 234 29.4 186 21.4 234 28-0 1B4 tZ8 234 26.6 183 15.3 234 Z6.5 183 13.4 234 26,5 183 7 �� 66 In 37.2 213 39.4 183 3L0 213 33,7 179 25.5 Zt3 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.6 213 220 186 7Z in 28.6 179 30.1 155 23.9 179 25.8 152 20.4 179 225 149 17.9 179 203 1d7 15.9 179 18.7 145 76 in 24.3 161 25.4 140 20,3 161 21.8 137 1T.4 161 19.0 136 15.2 161 17.0 133 781n 225 162 23.5 133 1B.8 152 19-9 131 16.1 152 17.5 128 eNrt-tnct rnaACITY ADJUSTMENT FORMULA: AneharCilp Pattema FIGURE 1: ArehaTyp� 31t6''ElcoUlirdcm Edge Alatance (InX 1"�1/2" Embedment (Inx 1�4" 1�4' I (2) 2x5Angleglps/(FIB• t? 79016s 7601bs II ANGLE CLIP MUST BE USED IN PAIRS. 174" EKoUttraccn 1" 2-tI2' 1314' 1�l4" ro0 its 1560 Ibs 3.5k Eanc_ - 5/16"Eleo 3116"EIro Ultraeon Ulttac on 3-ve° r �v2„ Ho11o�t�CMU EIIIedCbIU PTWoCQ Mesa 1!a" Elro Ultraccn 1/4" SS ElcO 5/16" EI[o 1/4" SS Eko S10 St�l q12 St�l x12 St�l Agg2G2[Or Ult2cm }�gr�ator screw (G5} screw (G5) screw (C35 1" 2-V2' 2" 3-118" T 0.48" 0.5d" 0.32d" 1-1/4" • 1-V4" 1-1/-0n 1-114' 2' t-30" t3�8" Yml� ��e �.n in" 7dB ite 8B0Ibs 1B921Ds 6B2 IDs 8851os 14301hs TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTFIS IS ALLOWABLE. HOnLESLTO BE DRtL1-EDI MNTHE FVELD FOLLOWINGO D M NS ONAL RESTR CT ONS SHOWN ON SHEETS 21-1233 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK'UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO h1ETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. (DPr,) 7(\ANCHOR CAR„"„7w�� _ANCHOR CAP.,,, \MULLION CAR„e,,..,," USE THIS FORMULA TO OBTAM THE "ANCHOR CAPACITY P.EQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACfTY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. {-�1.266"--{ 2.1 i 6" 125" 1-26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) PRODUCT REVISED as tomplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2v/2021 MlamWa�Product Control IIIVIIrIlr \��aONY LYIvN�'%,. � �'�`,•'' �1GENS � �� "� •'�_ � ... EE ��j �'�.;s �� f�fNA� �N �`� A. LYNIV MILLER, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Tabte (IbsRix) Opanins Width (forverticallY-sPanring mullions) or Opening Hoight (for hnnftzor7tallYspannir7g mullions) s0 In log In 120 in 140 in ifi01n 50 In 60 in 701n BO in __ - -_ Reetangular 7Ia¢fTtlang_ Rectangular TmprTdang. Rectangular TfaplTdan9• Rectangular 7mpl7Neng- Rectangular Tiap/Triang. Rectangtar Tip?dnhg. ReLoadlnllar Trapa7ddngg RLoed^qar TLp/T�nnOg- ReclBan�gOglar 1 ��dnn0& Loading Loading Loading 9 9 3.Zb" 30 Loading L�adin9 Loeding Loading Loading Loadln9 Loadng Loading DEG. AL y. y. � � �' a �' � � y �� -- .- m -- a ro m o a" m � ^ o.� BAY MULL m m o ^- •-� �' L, 2` � � � m� n � n n a. c i4c c lrt n o c. n c n n a m e Ic � m c.'c � �- c c ro w n n� n c� n na n, as � ao m n�, �-c _ v �-- v_ va ci oa ci o� ci_ civ o o� o cif i� o-� ci o$ ci ov ci ov vCC_ rJv tCiC_ o-o aC C7o ci(� oa v_ o""� o Lu �„ o� � od CC C ryry ff�� C (Y C� i d �O ^N o =' O N p C O� ` m O� ... P O S. L •� =� L� o� `� O� L� �� .�G �, O� � � C G '3 ti� L� O C t� � C t �� = N L 3 �� L �� =� t=i Q =� 5 C L� C L� L 5 - U � - .O Q �3 o a o C �3 � m v c � v �a F � �� C -tom. c 4¢ i c ¢ K �� K gc Q K �c QK �c dr lK 5 cm � 'r ❑G cm �a � °a 'a v �$ m s � s o �� ¢ac �� >: <o• �-. �� d�`+r �� drc �� ¢� �� a`a"e �� air 42in 170.0 620 170.0 435 170.0 144 170.0 478 17D.D 868 170.0 506 170-0 992 170.0 519 170.0 1116 170.0 521 170_0 1240 t70.0 5Z1 170.0 1488 170.0 52T 170.0 1735 170,0 527 149.1 1740 170.0 521 48In 170.0 70B 17D.0 5Z4 17D.0 850 170.0 58d 170.0 992 T70.0 630 170,D t133 170.0 661 170.0 1275 170.0 677 170.0 1417 170,0 680 152.2 i5Z2 170.0 680 530.5 15n 170.0 680 114.2 1522 170.0 680 50.6251n 170.0 747 170A 563 170.D 896 170.0 631 170.0 1048 170.D 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.Z ibt3 170.0 756 136.9 1443 170.0 756 117.3 1443 170,0 756 1026 1443 170.0 756 541n 170.0 797 17D.0 6T2 170.0 956 17D,0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 637 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 60tn 170.0 885 170.0 701 17D,0 1063 170A 797 167.0 1218 170.0 878 146.1 1218 170A 944 129.9 1218 159.8 936 116.9 1218 15Z.1 924 97.4 1Z16 t46.1 913 83.5 1218 146J 913 73.t 1218 148.T 913 63 in 1760 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 T31.4 1150 153,0 8l4 1168 1150 141.9 B98 105.1 115D i34.2 085 87.6 1150 126.7 871 75.1 1150 1262 670 65.7 1150 128.2 e70 t 86in 170.0 974 170.0 789 T52.4 1048 165.8 881 130.E 1048 id8.6 8B4 114.3 1048 133.1 850 101.E 1048 123.{ 639 91.4 1048 116.E 830 76.2 1048 109.4 821 65.3 1048 1087 818 57.1 104a 108.Z 81a C 72 in 140.8 880 147.9 764 117.4 880 12b.0 74B t00.6 880 110.8 734 88.0 880 100.0 7n 78.2 890 92.D 712 70.4 880 86.2 703 58.7 880 79.2 693 50,3 850� 76.5 688 44.0 880 76.4 888 J � 761n 119.7 790 125,1 690 99.8 790 106.4 676 95.5 790 03.3 663 74.8 790 83.9 652 65.5 790 76.9 643 59.9 790 7/.7 635 49.9 790 65.1 624 42.8 790 62.1 619 37.4 790 6t.5 817 �{ 76 jn 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 760 77_i 621 61.6 75D 70,6 512 55.4 75D 65.7 605 46.2 760 59.4 594 39.6 750 56.2 588 34.6 750 65.5 586 90 in 721 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 d5.1 563 489 475 40.1 563 44.4 468 36.1 563 40.9 d62 30.0 • 563 36.2 452 25.0 563 33.3 4{5 n.5 583 37.8 442 96 in 59.4 495 61.1 443 49.5 495 51.5 435 424 495 44.a 427 37.1 495 39.9 421 33_D 495 36.1 415 29.7 495 33.2 408 24.8 495 29 1 400 21.Z 495 Ze.B 394 18.6 495 25.D 390 108 in 4t.7 •391 42.6 353 34.8 391 35.9 348 29.8 391 3L1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 3Z8 17.4 391 19.7 321 14.9 391 17.8 315 111 In 36.4 370 38.2 335 32.0 370 33.0 330 27.5 370 2B G 325 24.0 370 25.3 320 21.4 370 71.8 316 19-2 370 20.9 312 16.0 370 1B_7 305 1201n 30.4 317 30.9 289 25.3 317 26.D 284 21.7 317 22.5 280 19.0 317 19,9 276 16.9 317 17.9 273 144In 17.6 n0 17.8 203 _ nuruno CeCef71TY nnJU: Anchor Clip patterns 2 Anchors � 5" Min. O.C. / 4 Anchors � 3.5' Min. O.C. / 6 Anchors � 2.71" Mln, O.C. / FIGURE 1: • e FIGURE Z • • Anchor L J 3/1fi" EI¢o Ullranvn t" 2-1/2" 1-3l4" 1-3/4" 39016s 390Ibs 7801hs 78016: 11201bs 11201b FIGURE 3: J► • e m ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. �� Hvllaw CMU Filled CMU Y I 'noon tale 3.5k Conc. 5f16" Elco 31i6" Elc¢ Ultracon 1l4" Eico Ultracon 1i4" SS Elco 5/16" Elco i!4" SS Elco fl10 Steet iJ12 Sieel 1!4" Elco Ultracon Ulhacon AgOn=Galvr Ultracon AgOreGatof Sorew (G5) Screw IG5 1" 2-1/2' 3-0l8" i" 2-1/2" 1" 2-i/2" Z" 3-t/0" T 0 48" 0.54" 1�14" 1-3/d" 2' 1-1/4" 1-1/4" 1-1/4" 1-1l4" 1-114" 1-1/4" 2" t-3/8" 1-3/8" 480 tbs 89016s 17Q0 Ibs 270 Ibs 28014s 354 Ibs 7401bs 3741bs T2o Ibs 94s ms 341 Ibs 442 (6s 790 Ibs 1670 Ibs 2525 �5 540 [bs 580Ibs NIA 1120 Ibs 748 Ibs 880 Ibs 189216s 6a2 Ibs 8B5 Ibs 958 Ibs 224616s 22541bs N/A 8401bs N/A 105916s N/A 13201hs N/A 10221bs 13271bs TABLE NOTES: �) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. HOLES TO BE DRILLED N THE FIELDOFOL OWING DIMENS ONALORES RICTIONS SHOWN ON SHEETS 211233 FIGURES SHOW SUGGESTED. APPROXIMATE hIOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND 8E A MiNINIUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .U45" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1:125teel ScrsW (G5) :TMENT FORMULA_ (DP ") X (ANCHOR CAP.,,,,,,,,,1 _ANCHOR CAP., \MULLION CAP.,,,,M,�.n J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRY TABLE. pm ® �� D N '-„3 b li I € � °� o �� q K OZ U J •• o U o L� m > Z �� W O W W J in 0_ � (n _ � � � I- � m � � W 1- � C° C7 � [/7 LL -- - � � W `1 Y � � � � U «� Q O O Q Z R � � T� Cn �- � w O s.0 _ ai N m OU � � 'a1 m � 1_]l PRODUCT REVISED as complying with the Florida Building Cod® NOA-No- '17-0630.0'I Expiration Date 05/26/202'i By -� Miami-D a Product Control `t7jll71f/! `�. - N j 1, I / V/j/ • �,i ao._._.......,ti '�' - LICENSE'• �� -. � •. � "�.: � No. 58705 "D :.�� _ .� :��` Ownn'.. S ATE � \ ''�,/�� fNALI�N�` A. LYNN M�LLER, P.E. FL P-E.# 58705 TABLE 16A Mullion Ca ac' Tahle bsIRZ Opening Width (%rvenicaly-spanning mt�(ens) orOpaning Height (forhorizorrtaty-spara'ling mullions) 80 In 90 (n - 1001n 120 in 140 in 160 In 50 in 60 in 70 in - Reetangular Trap/Tdang. Rectangular TraplTdang. RecteniNler TraplTdan®. Rectangtar TrapjTdang� Rerfin<Pilar TraplTdang. Rectangular Trap/T�nng. Relcnadnt9ular T Laedingg P Loading�r T Lpe adno9- R and giar T �adng 3.Z6" 46 Lcading Loading Loafing Loading Loading Lcading Lcadmg Loading Lcading Loading Loafing 8 9 DEG. AL � � �' t D t� � � � �' ;�' Z' _ �' £ � .. s n �, � R R a u 73 .. � v •-• � Py a a ,p w a pm� w win m m a p1 r a c, .n n a s a s� a � a n n c m m e a s BAY MULL m6 dy 6 � � � �'� m N G d G.G W A J C G' G p L1G L 6a �p � (J b C: V 'O � V 0 C [ 7 U b U U� p U U a U_ U V U o C U U Uv U_ Uv U_ Ub U Ua U Uv U Uv U Vv U Uv U Uw U_ Uv ti Uv �,m a �m a � co '� _E' N _ c^ Ls c^ £' ��, `a � c� � cc^y $ � a N 'H Cu cN o � coC o '_ c� s � °� s5 °� t � �� -� r � � u c� `o � aC � � c� � � �� .. m o� ��- o� U'- r � � c � u 1?r =� n E'r �� a' �� mob- � � � � c � `� � �6- � u v �- �� d`rr s� d`� ��- arc �� ¢>r ��. d� � a� ��, d& �� ao: �� ¢� �� d`rc �'� a� �� ¢te ��. d� �� air �'� d`� �� arr �� a� g cm 42 in 170.0 620 1T0.0 436 170,0 7d4 17D.0 478 170.0 868 170.D 506 170.0 992 170.a 519 170_D 1116 170.0 5Z1 170.0 1240 17D,0 521 170.0 1488 170.0 521 i7D.0 1735 170.0 521 160.3 1871 170.0 521 48 in 170,0 708 17D,0 524 170.0 850 770.0 584 170.0 99Z 17D_D 63D 170,D 1133 170.0 6S1 170.0 1275 170.0 677 170,0 1417 170-D 6e0 t637 1637 17a 0 680 14D.3 1637 17D.-0 680 122.8 1637 170.0 680 50.625 in 170.0 747 170.0 563 770.0 896 170.0 631 17D,D 1046 170.0 6B4 170.0 1195 170.D 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170,D 758 128,1 1552 170.D 756 110.4 1552 17D.0 756 541n 170.0 797 17D,0 612. 170.0 956 170.0 691 17D.0 1116 170A 754 170.0 i2T5 170,0 803 170.0 1434 170.0 63T 1552 1455 170.0 856 128.3 i455 �17D.0 881 110.8 1455 170,0 961 97_D 1455 170.0 861 601n 170.0 885 170.0 701 170,D 1063 170.D 797 170.0 1240 170.0 876 157.1 1309 170.0 944 139.7 1309 170.0 996 125,7 1309 163,5 984 104.8 1309 157.1 9B2 89.8 1309 157.1 882 78.6 1309 757_t 9e2 63in 170.0 930 170,0 745 170A 1116 170.0 850 162.9 1247 1T0.0 940 142.5 1247 164.5 983 126.T 1247 7528 965 114.0 1247 1M.3 952 95.0 12k7 1382 936 81.4 1Z47 t35.7 935 71_3 1247 135.7 935 ,� 66in 170,D 974 170.0 7B8 170.0 1l89 170.0 903 148,4 1190 163] B85 128.8 1190 147.9 94S 115.4 1190 135.5 928 103,9 1190 12a.4 Btk 88.8 1190 119.5 896 74-2 1190 116.1 893 6d.9 1190 118.1 693 c 721n 161.E 1010 769.8 877 134.7 1010 144.E 85B 1i5.4 1010 1272 842 1D1,9 1010 114.7 82.8 88.8 iD10 105-6 817 80.8 1010 9H.9 807 87.3 1010 90.8 795 57,7 1010 E7.9 790 50.5 1010 67.7 7e9 m � 76 in 137.4 906 143.6 792 11d.5 906 12Z0 775 98.1 906 107.1 761 85.9 9ti6 96.2 749 76.3 908 882 738 68.7 906 82,3 729 57.3 906 74.7 71B 49.1 908 71,2 710 42.9 906 70.6 705 0 '� 78 in 127.1 B61 13Z.6 754 105.9 861 112.5 738 90-8 e61 98 8 725 79.4 861 88.5 713 70S B61 81.0 703 63,6 661 75,4 694 53_D 861 68.1 681 45.4 861 64,5 675 39.7 H61 63, 90 in 827 8d6 85 4 574 66.9 646 72.1 564 59.1 646 629 564 51.7 646 56.1 545 d6.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29 S 646 38.2 511 25.9 646 36.5 507 86 rtr 6B2 588 70.1 509 58.8 568 59.1 499 48.7 568 51.4 491 426 56B 45.8 483 3T.9 568 41.4 476 34J 568 38.1 470 ZB.4 56B 33.4 459 24.3 6se 3D.5 452 21.3 568 28.7 447 lOe In 47.9 449 48.9 405 39.8 4d9 d12 399 342 449 35.7 393 29.9 449 31.7 387 25.6 449 2E.6 362 23.9 449 Z6.1 377 20.0 449 22.7 36a 17.1 449 2D.4 367 15.0 449 18.9 356 111In 44.1 425 45.0 385 36.8 425 37.9 379 31S 425 328 373 27.6 425 29.1 367 24.5 425 262 362 22,1 425 24,0 358 1e.4 425 207 350 15.8 425 18.8 343 1 Z0 lh 34.9 364 35.5 331 Z9.1- 364 29.8 326 Z4.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 1441n 20.2 253 20.4 233 16.8 253 17.1 230 n NCHnrt CAPACITY ADJU TABLE 16B Anchor Clip Patterns 2 Anchors � 5" Min. O.C. 1 (2) 2z5 4 Anchors � 3S" hlin. O.C.1 (2] 2z5 6 Anchors � 271"Min. O.C. / (2] Zx5 FIGURE 1: • FIGURE 2: • AnchorType:� 3/16"EIcoUltracan Etlge Distance (In):�� t" - I 2-1/2" �� 1�14` 1-314" f9D Ibs 390 Ibs �8016s 78016s FIGURE 3: • ® • • ANGLE CLIP (FIGURES 1-3) MUST BE USED 1N PAIRS, Anchor Ca aci Table Ibs pTWaod Metal :onerete 3.5k Conc. Nollcw CMU Filled CMU 5f 16" £Ico 3f 16" Elco Ultracon 1!4" Edo Ultracon 1/4" 8S Elco 5f16" Elco 174" SS Elco #10 Steel #12 Steel #12 Steel 11d" Elco Ulirecon Ultracon AggreGator Illtraeon AggreGator Screw (G5} Screw (G5) Screw (GS) 3-1/B" 2" 0.40' 0.54" 0.324" 1" 2_}/y' 3-118" 1" 2-1/Z" 1" 2-1/2" 2" 1-3f4" 13/4" 2" 1-1/4" 1-1/4" 1-tl4" 1-1l4" 1-1l4" 14l4" 2" 1-ale" 1-318" uaties 4501bs 8901bs 1I00 Ibs 270 Ihs 2801bs 3541bs 740 Ibs - 374 Ibs 72D Ibs 9461bs 341 Ibs 4421bs 5601bs 790 Ibs 7670 Ibs 2525 Ibs 54D Ihs 56016s NfA 112016s 748 Ibs 8901bs 1892 Ibs 682 Ibc a851bs 1/20 Ibs 858 Ibs 22d6 Ibs 2Z541bs NIA 840 Ibs NIA 1059 Ibs NIA 1320 Ibs NIA 10221bs 1327 Ihs 1680 Ibs TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORPAATION ON LOADING. SEE SWEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IPI THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUPoI SHALL BE 6063-T5 AND BE A IdINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,Od5" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S- iTMENT FORBAULA: (DPI,) X � ANOHOR CAP.,,,,,,,,, _ANCHOR CAP.,,, MULLION CAP.,„�,,,,,�� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY U/HICK MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 125" ® �yy�� N N � N U� � Z O4 C z cW., � p U^ ^ �� s2 J LL mo uU (� W z h N C LrJ � 0 w t� � � a � � !N- Z � m = s � o F- � LL1 O fn � Fes- U CO (� � w z z �_ °- � m = � CA z g eU w � J g �O J i �a � �Z r~j) Q � � ti � � � z Q � Z N � � 1"� W � co co d oO mO f` (� LL _. o LU Ur rr�l � ❑ U) (7 U �' ¢ � � Q z Ttp r mo o � a - DIY U � � a @-� PRODUCT i2EV1SED as complying with the Florida Building Code NOA-No. "f 7"OS30.0'0 Expiration Date ``� aONY LYNN�'%,, ��,, -' �.ICENSF • �C��'� Q-: .. � � : No. 58705 = .: � J ��Q• T�E F�. • �(/�� -. :��` /,A.SYTiM IM1ill �� P E. FL P.E.# 58705 1.D00" -- .125" 2.000" .125" 1" X 2" X .125" MULLION 6063-T6 ALUM. X-SECTION 2.D00" 1.000" r-- -.125" 2.000" .375" 1' X 2" X .375" MULLION 6063-T6 ALUM. X-SECTION j--.125" I STANDARD CLIP 6063 T6 ALUM. X-SECTION 125" 5.500" 3.125"-'i CUT HERE TO .375" .375" _ GREATE F-CLIP, SEE MIN. MIN � DETAILF,SHEET4 .375" MIN. �------ i r-------� � i L- �^^__J �---'----^J I L_ CENTER OF ANCHOR HOLE MUST LIE WITHIN T}IE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE AhJCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER_ ANCHOR DIAMETER+ U16". I I I 1 I -�---, I r-- I I 1 I I I 74o"-I----�-�-I I A STANDARD CLIP 6063-T6 ALUM. TOPVIEW OFFSET CLIP 6063-T6 ALUM_ TOPVIEW --I 1.000" r-- 2.750" -I 1.000" �--- !5" 2.750" S" t 1" X 2.75" X .375" MULLION 6063-T6 ALUM. XSECTIOhI f-•-,125" -T I 2.125" U-CLIP I 6063-T6 ALUM. X-SECTION 125"� f � -�-i .740" I-- e .338" MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCEIOR O.C. DISTANCE. MAXIMUM 375" ANCHOR HOLE DIAMETER: ANCHOR MIN. DIAMETER a il16", 5" 1" X 2.75" X .650" MULLION 6063-T6 ALUM. XSECTI ON --� �.125" 2.000" H 1.000""-I 3. 25" )" 1" X 3.125" X .5"MULLION 6063-T6 ALUM. X-SECTION ZX5 ANGLE CLIP 6063-T6 ALUM. X-SECTION .375" MIN, f/� �---------------y CENTER OF ANCHOR HOLE MUST LIE WITHIN 7HE DASHED BOUNDARY. SEE SHEDS 5-18 FOR Th1E ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". I---1.250"-I 3. 125' .265" P 1.25" X 3.188" X.265" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW i /iDLC D Mull Dimensian (sheet#) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511 M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2.75" X.375" m 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 fi86116M 6661121 M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M i.25" X3.188" X.Z65' (12) 66641M 6661117M 6661113M 666241M 666516M L26"X2,11"X.i25"(18) 69370 N/A N/A NIA 666517M NOTES: 1) HOLES TO HE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS &ANCHOR O.C. DISTANCE. 3) SEE SHEETS Z-4 FOR GENERAL INSTALLATION iv1ETHODS. T4RI F A 15" 125" 1.26" X 2.11" X .125" MULLION 6063-T6 ALUM. X-SECTION Dimension Value (in) For Mullion: A 1.625 1^ X2" X.125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.125 1" X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 275"" X 375 Aluminum Tuba Mullion B 3.000 C 0.757 p 1.118 A 1.312 1" X2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0 836 A 20D0 1" X 3.125" X .500" Aium Tube Mull B 2.637 C 0.853 D 1.137 A 2.625 1 25" X 3.188" X 265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26" X 2.11" X .121" Alum Tube Muil m N g �� g N n� � >ry b �� a xw � a �� g z cWi .- J o U O L `_ 0 > Z N�� W � O � a � � � Q �a O rn Z M � W � � O � � � � Z Z Q z Z W � m aC� �� w � p� � �Q � J D_ ° o �Z � Q J r- h o H U �- Y Z Z Q rn � Ll Z N Z .. ao c� � Q -� d o mo A i9 � � ZN o a c�v W O X Y © � J � � � � � s.c� al PRODUCT REVISED as complying with the Florida Building Code NOA-No. '17-0630.0'i Expiration bate 05/26/2021 By , Mlaml- a Product Control \\`�,�ONY.LYNN� �%�, Q�' ' ..�� : No. 587D5 �-_ �•� �O SS A� •�� T �'• � � �� i�i/ s/ -...... � �� A�t>r�N��i�`�.E_ FL P. 58705 --1 1.000" �--- --� 1.D00" �--� t5" 1"X4`X.125"' MULLION 6063.78 ALUM. X-SECTION 1" X 4" X .375" MULLION 60&'i-T6 ALUM. X-SECTION i' i.25" X 3.25' X .100" 125" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 30" BAY MULLION 6063-Te ALUM. X-SECTION A62"-� 4.000" .125"--• .031"- T_ .155"J 1" X 4" X _375" "T"-MULLION 6063 T6 ALUM. X-SECTION .385" { I .125 STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION 1 � _�5„ 740' � ,125" I . I 2.125" U-CLIP I B083-1'6 ALUM- X-SECTION 1 zs"� .375" 5.500" CUT HERE TO 375" 3.125"---�-j _CREATE F-CLIP, SEE MIN. � I j DETAIL F, SHEET 4 -r{ .820" F-- 1.25" X 3.94" X .624" MULLION 6005-TS ALUM. X•SECTION 2A00" 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 125' m N ® ON � N �ry b = TL OI �i � � LL O K o� O Z O 8I(V �N sU � W W J � � � S W m o o F- .375" � Q � � MIN. � rn Z I i ______ � ...,� CENTER OF r------ I --------------i � r-------� r- � I � MIN. O� � d �� I I I I ANCHOR HOLE i J D_ o or �� I I I MUST LIE WITHIN 1 I j � I I 'iHE DASHED I I Q `-7 r' r I I I i BOUNDARY. SEE I I ►- U Q�� I I � I I F SHEETS 10-17 � � Q O Z N � 2.875" � I - - i- - I _ _ I � FOR THE F T - - - -� � � Q b aso p?O I 1 ANCHOR O.C. I I I � � F DISTANCE I i � Z N o 0 � j I I I � MAXIMUM � I � � Y Y I I I I ANCHOR HOLE I I � J (n (n I I I I I II DIAMETER: I � �' � >j 0�, L�-----J I L-------� t ANCHOR r--------------------- Q Z O O I b1AMETER + 1/18". p_ z _ (� p7 / CC STANDARD CLIP 6063-76 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER f 1/16". 3.469" o.aw .125" .375„ 1.877" MIN. I 1 I I I I I I I I I i I I I I I .125" 45" 2.250" � � I I I j H I I 3.250" I I BAY MULLION I j J I ----_� 763-T6ALUM. - ----- I - x-secnoN I G OFFSET CLIP .125" I 6063 Te ALUM. I {{ TOPVIEW .226" t---981"-i .740" NOTES: 1) HOLES TO BE DRILLED IN THE FIELb FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE NOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U-CLIP 6063-T6 ALUM. TOPVIEW TAfil � G Dimension Value ()n) For Mullion: F 3.687 1" X4" X .125" Aluminum Tube Mullion G 1.000 H Z.680 I 3.000 F 3.187 1" X 4" X .375" Aluminum Tube & "T' G 0.757 H 2.430 I 3.000 F 2:250 1.25" X 3.25" X.100" Aluminum Tube Mullion G 0.750 H I 1,500 3.Z50 TARI F_ C. CONT. Dimension Value (in) For Mullion: F 1.938 1.25' X 3.25' X .624" Aluminum Tube MuUlvn G 0.500 H 1.438 I 3.250 F 2.825 1.25" X 3.94" X.624" Aluminum Tube M4IUon G 1.125 H 1.500 1 3.250 F 2,813 30° Ba Mull F 2.875 45° Be Mull 2X5 ANGLE CLIP fl m V ^C 6063-T6 ALUM. ;; � � .� � � m C TOPVIEW � o in �-' ie` PRODUCT REVISIED as complying with the Florida Building Code NOA-No. '87-0630.0'i Expiration Date 05/26/202'i � /'.o� � v Mull Dlmensian (sheet#) PC3T Part# Mullion Sfd. Clip OPfsef Clip U�lip Angle Cllp 666111M 6661122M 666241M 86651BM 1" X4" X.125" (10) 69364 1" X4" X.375" (11) 66610 686112M 6661123M 666242M 666519M 1" X4" X.375"T' (11) 66653 666112M 6661123M 666242M 666619M 1.25" X3,25" X.100" (13) 1.25" X3.25" X.B24" (14) 20160/20312 20181120315 6661127M 6661126M 6661124M 8681125M 6fi624tOM 8662411M 8665115M 6665116M i.25" X3.94" X.624" (15) 20162 6661117M 6661128M 668241M 866517M 30 Uegree (19) 45 Degree (20) 66649 66650 N/A NIA NIA NIA NIA N/A 8685110M 666511iM o / By w Mlaml ade roduct Control (l K U Z v) \\111111/f/// w� ``,, a _� Q�. � � No.58705 �o,��.. 6TEa �7�� H �'�7S�oNA�\E�.�`. o A. LYNN MILLER, P.E. � FL P.E.# 58705 TABLE E Mull Dimension PGT Part# rL --11—.125,. (sheet#) Mullion Std. Clip tl-Clip Angle Clip 2" X 4" X .25" (16) 66602 666261 M 666271 M 6665112M � I 2" X6" X.25" (17) 66604 666262M 666272M 6665113M STANDARD CLIP 6063-T6 ALUM. 2.000" X-SECTION NOTES: I 125" 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWMG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2} SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490"- 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500"—� �— 2.000"--� z" x a" x .25" MULLION 6063-T6 ALUM. X-SECTION 2"X6'X25' MULLION 6063-T6 ALUM. X-SECTION CUT HERE TD 3.500' CREATE F-CLIP, .375' � � _SEE DETAIL F, MIN. SHEET4 .375" MIN. -------- I I I I I -I - I I I I I I L— ------ I - - I I ------ I I I I I I I 1 i I - I- I i I I I I i I r---_---_ .375" MIN. 3.438" / �_ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY_ SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE �DIAMETERANCHOR DIAMETER+ 1/16", V��v- CUT HERE TO CREATEF-CLIP. _ SEE DETAIL F, � SHEET 4 ---I---�I�---------'i �--------I-4---1---4-�- STANDARD CLIPL 6063-T6 ALUM. TOP VIEW I I I t I I 1 I I I I I I I I I I I I -----� --1 �—.125" I u-cLIP 6063-T6 ALUM. 2.125" X-SECTION I I .125" �1.490"-i -I_ � 375" 1 � + 3.438" I I U-CL1P, 6063-T6 ALUM. 16 CENTER OF ANCHOR HOLE MUST LIE WTHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1l16". .375"' t U-CL1P 6063-T6 ALUM. USED FOR 2" X 6" MULLION SHEET 17 TOPVIEW �{ �--.125" 2X5 ANGLE CLIP I! 6063-T6 ALUM. ,,,,,," XSEGTION 125" 5.000" .375" MIN. I I I I I I I I I I I yi 3.438" 1 I I j I .375 I -� MIN L� ----------------- i 5. r ZXS ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 5.000" _375' MIN. �-----=----------------I I I I I I I I I I I I 2X5 ANGLE CLIP 6063-T6 ALU M. TOPVIEW MIN. a �" Z K p `�`-I J � I U � m � � Z � O z z W _ 2 W_ Z �] J d � Q J z 1-- U F- Q � Z Oa �j Q � z a w� O OO � _i }- [7 ' Q � } a- � a0 a� .� W N ® ON $ N �h e z o� � 5 o 2 �,i � LL czi 5-' -� � �� p2 U J u. 0 F- W W 2 �_ t~ Q rn rn PRODUCT REVISED as complying with the Florida Building Code NOA-No. '! 7-0630.0'1 Expiration Hate 5l26/2021 By � � Miami- de Product Control `j11111171 / .\�� a�r1Y LYNN'i/i ��' � � � LICENSE •. �� . � � '. "� �.:= No. 58705 � � �_� ;�0� S7 O �� T '. A. LY�1{��11fLLE�R, P_E. FL P.E.# 58705 m EXAMPLE 1- SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE W000 ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01�0.0 PSF- 1) INITIALLYASSUMING THAT A T' WIDE MULLION fS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCINGSHEET25. THE COLUMN USING � � a $ � NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED o�+ `� 5 o < DESIGN PRESSURE OF +60,0/-60.0 PSF. fF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. QW � LL UV � O �--SEE SEE FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD �,� `, FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. _ 02 0 J PRODUCT'S SHEETS a APPRovAt� 2-a FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .fi50" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR E OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N 72" - U MULLION �� s LENGTH � � 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #'12 ANCHORS AND THE 2X5 Z wtV � W ANGLE CLIPS WITH (4) #1Z ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL U � // SEE DETAILS, 3} VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL � sHeETs APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTP.ATION PRODUCT BE iNSTAU_ED IN ACCORDANCE WITH THE _ � 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. � � To 2 o� � IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 7Z7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, LLI o � NO ANCHORS IN WINDOW SILL - THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACffY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: � � Z 32"--{ 32" 636 LBS � —{ —MULL WIDTH (60 PSF) X ( ) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) Q OPENING WIDTH 72.7 PSF � g m = �' � � U EXAMPLE 2: MULTIPLE MULLIONS MULLION LENGTH OPENING HEIGHT FOR HORIZ SEE DETAILS, MULL WIDTH --I f--- SHEETS 2-3 /\ FENESTT2ATIDNI DETAILS. PRODUCT'S III SHEETS d PPRf1VA1 . � SEE DETAILS, SHEETS 7.-4 �/ `SEE DETAIL E, Sh1EET 3 �/ SEE DETAILS, SHEETS r 2-3 ae^. HDRIz. � � se". Howz MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. TFIE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUfv11NG THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+i'=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF- IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 106", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ASSUMEDI VERIIFOYW HATOTHETDESIGN PRESSURE SI STILDL APPLQICABLE FOR THE A EJUSTED OPENING. ALTERNATNELY.TI- E WIN OW WIDTHS MAY BE REDUCEDSTO MAINTAIN THE 73"DIMENSION (35-12"+35-1/2"+2"=73"). 2) USE TABLE 12B TO FIND THE ANCHOR YYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. fN THIS EXAMPLE, ASSUME THE POURED USING THE STANDARD CL PI WITH (6) 3/116" ULTRACON ANCHORS ATAN EDGED 57 NCEEOF � 1 2IN IVES AN ANCHOR CAPACffY OFo0501LBS IWHICH S GREATER AND DISTANCE. THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL 8E A 2" X 4" X 250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE RIULLION LENGTH IS 3fi" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAYBE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +i-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED 1N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4} 3l16" ULiRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 1S GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZOM'AL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 52') LBS. TABLE iZe FOR THE U-0L1P SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE 1S A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.o PSF FROM THE 36" HORIZONTAL MULLroN ATTACHING TO CMU; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST UESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM -THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION ACCORDANCE WITH THE INSTALLATION SPECIFFICATIONS INTOERESPECTIVE SUBSTRATES M D FENESTRATION RODU OS TO MULLION. ESTRATION PRODUCT BE INSTALLED IN � o v �Z Q � ti Q Z N PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 aBY � Miami de Product Control m w K F�- 2 U J �� U z Uj �11111)/ \�,� a�NY LYNX ��'�,, z � �' P F � ,�.: No.58705 � �7 �� ® �� =. STATE F'�.•" • } �''�;S ��NAL E� ��`, Q- A- LYSVI(11fU�IL��R, P.E. °o FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: PW 11� II I � li� =�==I _ I � /; �/� ��i'�I�I� ��III I'�IL�■�/!III%/�� LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED F LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NO7 CAPTURED OR ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW i � � SGD �� a LOADING OF HORIZONTAL MULLION / �/ PW - PW I � � � LOADING OP (2) HORIZONTAL MULLIONS � PW / — SGD - LOADING OF VERTICAL MULLION PW / HINGED DOOR 00 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS_ CONFIGURATIONS NOT SHOWN MAY HE EXTRAPOLATED FROM THOSE SHOWN_ 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. m N � �N � O $ �-n x o� i 5 o z �; < � �� rc > oY U J LL Z � � m — Z z w Z � � � � w� � � Q d z Z � Q rn � � � Az �o � � o W �i � ® � � Q � 0_ a � O �— PRODUCT REVISED as complying with the Florida Bailding Code Noa rio, 17-0630.D1 Expiration Date 0$/26/2021 By Mia r e Pro uct Contro \�.��NY LYNN�j'%. � •`._ . - / Q"; ' �_ � : No. 58705 � :�i �� :��.�' �: /,/ AsLYO�ryIAm I�dE�` P E. FL P.E.# 58705 W Cn al 'rJ7