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HomeMy WebLinkAboutNOA'SM N f•DAi�E gB ... •ASP i a�r'(p Cod/ WENT OF REGULATORY AND 9CO NT CrRES URCES (RER) AND CODE ADMINISTRATION DIVISION :CE OF ACCEPTANCE (NOA) PC'�` Industries, Inc. 107�0I Technology Drive, Noiomis, Fl. 34275 MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 vnvw.miamidade.gov/economy NOA is being issued under the applicable rules and regulations governing the use of construction rials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER— uct Control Section to be used in Miami —Dade County and other areas where allowed by the Authority ng Jurisdiction (AHJ). NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product rol Section (In .Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve fight to have this product or material tested for quality assurance purposes. If this product or material to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ immediately revoke, modify, or suspend the use of such product. or material within their jurisdiction. reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product rot Section that this product or material fails to meet the requirements of the applicable building code. product is approved as described herein, and has been designed to comply, with the Florida Building including the High Velocity Hurricane Zone. iCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I. 'ROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", .s 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, ;d and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section sion stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County uct Control Section. M SSILE IMPACT RATING: Large and Small Missile Impact Resistant �,1BELLNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mo, el/ series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise not Iled herein. R NE'WAL 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. T RMITIATION of this NOA will occur after the expiration date or if there has been a revision or change in a materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of y product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ,omply with any section of this NOA shall be cause for termination and removal of NOA. A'1IVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and fol Owed by the expiration date may be displayed in advertising literature. If any portion of the NOA is dis , layed, then it shall be done in its entirety. PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di ibutors and shall be available for inspection at the job site at the request of the Building Official. Thf NOA revises NOA No. 16-0629.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E , as we]I as approval document mentioned above. T4 submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0504.04 Expiration Date: February 24, 2020 �� 1i �Zk j17 Approval Date: December 07, 2017 Page 1 PG NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact', sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Arithony Lynn Miller, P. E. TESTS I. Reference Test report on 1).Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with -marked -up drawings and installation'diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega; P.E. (Submitted under previous NOA jVo. 16-0629.16) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E_ (Submitted under previous NOA No. 09 I028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202=94 4) 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 2411.3-9.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) E-1 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 V NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CoNmuED) 4. 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 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 01 Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 E-2 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E. F. In NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. STATEMENTS 1. Statement letter of conformance with FBC 511 Edition (2014) and FBC 61h Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No. 16-0629.16) 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 5. Laboratory compliance letter for Test Report No. FTL 5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL 4527, dated 02/10/05, FT"528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) E-3 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED OTHERS 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.T., approved on 07/28/16 and expiring on 02/24/20. E-4 orge NL Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF3716" HE4T- STRENGTHENED GLASS WITH AN .090" PVB INTERLAYER B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090' PVB INTERLAYER C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16"ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .076' INTERLAYER. E. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAW GLASS ASSEMBLY INSIDE (3/16'A,.090" PVB, 3/16" HS). F. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7116" LAM[ GLASS ASSEMBLY INSIDE (3/16' HS,.090' PVB, 3/16" HS). G. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16- LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075" INTERLAYER, 3116' HS} H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075- INTERLAYER, 3/16' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. 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. TART F A - RATED RATED FOR LARGE & SMALL SEE TABLE 1 ON SHEET 3 MISSILE IMPACT RESISTANCE Anchor Anchor7ype Frame SuSubstrateDistance Mtn. Ed90 C Embedomm ent Group • Member Metal Thickness A #12 Stee SMS 4 Sou em rte G = 0.55) 916" 1378" All 6063-75Aiuminum 3/8" 1/8" (GG 5) B it " Elco All Concrete (min. 2.86 kB1) 2" 13/4" Jamb Hollow Block (ASTM C90) c 1-1,14" Uttmcon® 114' 410 SS Efco All Conemte (min. 3.35 ksi) 1-M, 1.3/4" CrateFlex® Jamb Hollow Block (ASTM C90) 13/47' 1-1/4" Alt Southern Pine (SG = 0.55) 1" 1.Q.w 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYI'ES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3. CONFIGURATIONS: X, O, XX, XO, OX, )00 XXO, OXX, OXO, 2000(, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT UNITS CAN BE AEITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND-0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. 5. SHUTTERS ARE NOT REQUIRED 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCES: TEST REPORTS: FTL-1311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE ....................10-12 Matelfal Min. F. Min. Fu Steel Screw 92 ksi Elco UftmCorQ) 155 ksi 410 SS Elco CreteFIBAD 127.4 ksl a 6063-T5 Aluminum 16 ksl N. VEN=R 34M (NI)400.1600 CERY OFAUnEMMM CODES STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), STH EDITION :2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ASTM El300-09 -ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SID0-12 *AISC 360-10 'PVB' = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. OR SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. FV= I FULLI f - 12 1 8000-1f PRODUCT REVISED aS eomPlying with the Florida Building Code NOA-No. 17-0504.04 Expiration Dot. O 4/2020 By Miarnl--Oadeyrocluct Control LYNNAq�'�. * ; No. 58705 C TEO SF[ORIDP,. C �F 1, 70NAL A. LYNN MILLER, P.E. FL P.E.# 58705 7/16' NOM. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS -.090' PVB INTERLAYER - 3/16• HEAT STRENGTHENED GLASS 91 OR 92 5/B" GLASS BITE 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 93 OR 94 6/8" GLASS BITE EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7116" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER --4 7/8" NOM. I-- ---I 7/8' NOM. I--- 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT ' STRENGTHENED GLASS .090"PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS 95 OR 96 5/8" GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER "PVB" =.090" TROSIFOLm PVB BY KURARAY AMERICA, INC. OR .090' SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. 3/16' TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3116" HEAT STRENGTHENED GLASS 97 OR 98 5/8' GLASS BITE EXTERIOR 1. 1 N I INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 270 TFQOXLWYDRNr N. vsnce FL3= GLAZING DETAILS fur/480,1wo — tBRr.0FAu7H.a29W3 ALUM. FRENCH DOOR $ SIDE LITES, IMPACT Fu 2 � ra '�eooarr c PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Explration Date 02/24/2020 sy Miam a roduct Control �� • •,;oENSF''•4 i No.66705 0, sr o «mow: �"7,,7ONAL E%G�� I7lriilltl0\ A. LYNN MILLER P.E. FL P.E.# S8705 Table 1. Maximum Desian Pressures (Dsfl Configuration Width (in) Allowed Glass Types Height (in) 79 314" (6l) 83 3/4" (70) 87 3/4" F913/4" 95 314" (80) French X 37" (3°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door XX 71 3/4" (6) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611J16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb 3611/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +7D.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 : +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A - 7/16" LAMI (3/16-A,.090 PVB, 3116"HS) FTL-4311, 4312, 4315 B - 7116" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7116" LAMI (3/16-A,.075 VANCEVA, 3/16"HS) FTL4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FlL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16"T, IMPAIR SPACE, 3/16"A,.090 PVB, 3116"HS) FTL-4311, 4312, 4315 F - 718" LAMI I.G. (3/16"17, 114" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 G -7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 45W H - 7/8" LAMI I.G. (3/16-T, 1/4" AIR SPACE, 3/16-HS,.075 VANCEVA, 3/16-1-IS) UPGRADE FTL4527, 4528, 4529, 4530 VLKMNli I LENGTH I - OVERHANG HEIGHT I- NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. M5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE PRODUCT REVISED as comply(ng with the Florida Building Code NOA-No. 17-0504.04 Expiration Data 02/24/2020 \`tt11,,.nrrrr �i LYNN No. 58705 1070 rECNNOIOOYDFlVE oF iO�� '•"40RIDP,.•' Z N. tnvrcr;txsrvs DESIGNPRESSURES �'!SS70fyAL (WI)4do-low r /r r l l i t l i t t l\ JRr t74H0/17 G ADDED N07E2. CIRT OFADIR 922M ALUM. FRENCH DOOR & SIDE LITES, IMPACT s"me,e mm sr,e paw"b ,a,: A. LYNN MILLER. P.E. ° �7w NT5 3 . 12 81700.11 G FL P.E.# 68705 cir iatia r_.r. aretts _ �+— 7313116' MAX. WIDTH 110 518" MAX WIDTH 145 3/8" MAX. WIDTH 9 AALLL / I HEIGHT OX OR XO OXO 37" MAX. WIDTH 25" MAX 71 3/4" MAX WIDTH --�{ DLO ALL X UNITS 791/8" MAX. DLO ALL OXXO (SHOWING EACH VERSION SIDELITE) 36 11/16" 3611/16" MAX. WIDTH MAX. WIDTH 1 25" , _ , 33 3/16" PRODUCT REVISED as eamplying with the Florida BWlding Bode NOA-No. 17-0504.04 Expiratlen Date 02/24/2020 By Miami-0 de roduct Control III I I\I� III I I\IVI I N III I� `BONY LYNgI/�''�.. '1,tCEN,SF'•,C� X XX O (FULL JAMB) O (NARROW JAMB) = N0.68705 NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. '.,1 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Q : n ., A OF 10M 7ECFMWGYDRNE k a."te.c EXAMPLE ELEVATIONS �i��s1 •'•:�<O.... ••G���� �'�is JONAL VVt �tero� CaM Dp wm. &MM ALUM. FRENCH DOOR & SIDE LUES, IMPACT 1'71_ /JQ/!7 G NOCHANGESTHISSHEET. caypjwomr `� I �' j-®'' �,a„�,i m�,.r rc�n,n, ram. A. LYNN MILLER, P.E. ax tarzsoa LT. 4/B95 "° FrnsG NTS 4 + 12 500011 a FLP.E.#58705 VERTICAL SECTION A —NARROMAND-FULL— JAMB SIDE LITE HEAD MAX DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B 4OR7 ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP MAX DLO INTERIOR MAX HEIGHT I rORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL 23 OR 2. VERTICAL SECTION D OUTSWING SILL INTERIOR MAX HEIGHT VERTICAL SECTIONS Istt/seo-ta�v ,.c CERr.OFAunt ALUM. FRENCH DOOR & SIDE LITES, IMPACT ¢PrraoHroanUUT aK �FDZ. 1�2 s 112 08000-11 IG PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Expiration Date 24/2020 By Miami -Da roduet Control * N.. 513705 -;3 �.t�.. �ZORION S i"/r'S'ONAL iW" A LYNN MILLER, P.E. FL P.E.# 56705 DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL r(8 1 r� 81 1 SEE NOTE SEE NOTE 8l DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3). 11- FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR PRODUCT REVISED as complying with the Florlda Building Code EXTERIOR NoA-No. 17-0504.04 Explration Date 02124/2020 sy MIamF- aae oaue control 70 29 83 70 29 83 DETAIL E DETAIL I _ *:: No.55705 = DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW - *- NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE =gyp (f Z OF (AT HINGE JAMB) (NOT SHOWN ABOVE) •, S •''• •....... G fam 1ECNNOLOOYMNE IV. tfrnceFzatzm[UHORIZONTAL a-"" SECTION DETAILS �• NA i1�N�`` rR' 04/10117 c REVISED#2AND#1o. cmr � 17MXMWALUM. mrnwarromvoe.u� FRENCH DOOR & SIDE LITES, IMPACT A LYNN MILLER P.E. m+K a""°a' ae v1r ote t�nxme t r o� eians POT . . FD750 112 6 12 800!}•11 Q FL P.E.#55705 Rn• ,;n nnnRrc1 MMIDWC01 DMCRJPTRNi PCM 1BAMEIOTFALIM - MAM *EAMYAHA'(E — — ----680057--_ 2 8003C 0UrSWD40SEL 68MA 3 2004C OV[SWINOSRLCOVEi 68004C 4 800E DRWCAP 68008 5 MD SILL&JAM13WFA'1EBBSM(S U83337I85DO 6 8007 S(3GEW COVER 68007 7 8009 114STALLP7ATE 680ID 8 PRI1.EASSEMMYSQt1:W d8X1'PH 78 9 8032 AS7RAGALENDSFAL 48032 10 BOSBA OUTSWIN(iZ 4805E DOORPANEL 5 HBAD SEL&JAMBWFATH81 W1P 4 U8333TIESOO 20 SD12 SDIP 68012 21 9014 TOP RAIL MWADEPRODI)WM068014 22 9013 BOTTOMRAR, RODD 68013 23 W17 TOP MIMI 68017 24 8016 BOTTOMSWW 68016 25 SWEEP SCREW 84XI/r PHILPH 26 8015 ASMG LAC37VE&MCnV9 68015 27 1 SWIMB G7BARHIN 1AMESIDE 680218 28 8O2(1A G3IARHA'(x+ COVER 68020A 29 8018 GEAR BACKVPPIATE MIS 30 8019A (I -Am DOORSIDE 68019A 31 SMS GEAR HEARING 6SM3 32 GEARHNGS SEr-SCREW d6-n.U1r 33 CEAR MI0ISGREWd12s3/4°lIdJOBD. 31 --=G[XR1EMPhMSCPEWd12x11WTRUSSHD. 35 THREADIEDR0051164SX36• 6TRODA 36 PIANG&DHIMNOT5/16•IS 799MITA 37 SM9 TRUSS CLAMP 60379M 38 8W3 WSGEAUATGHlECHADRSM(ASEBAND 39 SWD UXKB = 48030 4O LATCHASSY SCREWS 08X r SS FHELTRLHD 7W=AX 41 8037 S/SSBOOTBOLTROD S1II11V 42 BWS STANDARDFT.USILBOI.TS W/SS ROD allIZNAM 43 8031 SHOUTEOLTG37IDE 48MI 44 SHOOT BOLTGME&M MESQMW 8-32X3W SSPHBLTR.MD 78XISPPIX 45 MR. PJarr-STRIFMPIAIEATAMRA0AL ACMMEIN(3D W511043SI 46 8038L EST.SnMMPLATEATASTMGAI.ACIIVEHLNa•DRI W511044S1 47 STPJXEPLA7ESCREWS 832X3W SSMILIRIM 7W*FIX 48 STEMMMATEMIDDIZSCHM 644X12' FH 7612FMX 49 8036 6TRDGEPIATEAT1MD&SEL SO HEADSTRIEES@EWSSS8X1l1FHIILFH 785SZAX 57 STRIEMMATBSCF—WS ELSSSXIRPHDLUNDERCUrM 78X12PFH11X 52 W41 ACILVEIM SEr ASEEAMI 33 amPASSWETREMSET ASFDAND 54 8044 STABd1$SSnMpASSIVEIDC GEkR 55 9014A TOPRAM(EAOBOLTDESIM 68014A 56 9013A BOTIDNIRAILCLAGBOLTDEMO 6W13A 57 5116"=21WLAOBUl3S 7516IBOLTX PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Expiration Date 02/24/2020 By �� ,I—DV,I-JJVO Product Control CLASS. BEADS & SILICONE I 97 7/8• LAMILa 16" T.1/4" SPA 3116" 075 VANCEVA.311C HS `. ON`( LYNN �lt�: �IGENSE'•% i * ,• No. 58705 •: /a j _ p •, `� ATE . O •. �.,'(tZ`s; •..t ......•�G?; ��,S�ONAL 1E o' A. LYNN MILLER P.E. FL P.E.# 58705 98 — 7/S• LAM1 La I6• T U4' SPA 3116" H 075 VANCEVA.3116" 103 8072 BACKBEAD 68022 106 BM6A SLHACRHHAD 66076A 107 S023A 7119 BPAD 68023A RB 907AA 7/r IOEPAD 68024A 109 1224 VE•IYLB=WSrP C10 COZ47 k vaD ll TEchwDLOarDRtvE Is4t/4w.te a MIZE OFAURR 4',! W osnuerromtr ', ;' '•� PARTS LIST E — ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.�.,eti M750 NA a- 7 d 12 a""y� 8000-11 G .062 --►{ 1.278 � ' -2.2368 1.000 583 4.027 - 1 1-OW - 1 1 rn 3111 p I h� 3.636 T I. 3.636 -�{ ­4 1.353 .05D OqO J #8006 6063-T6 FRAME, HEAD, JAMB OAND #8003C 6063-T6 #8004C 6063-T5 I O O O4 #8008 6063-T6 DRIP CAP O #8007 6063-T6 SCREW COVER SIDELITE SILL 3.018 OUT -SWING SILL OS SILL COVER 1.278 � � .074 0� 2.000 r 1.940 +{ 1378 L .498 .583 O50 -1 T I . 3.636 -�-{ �- 3.990 ---, I .050 O 20 STILE -T6 S#801 10 5 23 TOP SWEEP INSTALL PLATE OUT WING LOW SILL 1.938 .100 T 1.938 467 f.lr 797 C f224t0 PRODUCT REVISED as complying with the Florida Code Hoa-No. '17-0504.04 NOA-No. r 8.250 �--- 4.434 "� #8013 6063-T6 #8014 6063-T5 T_ #8016 6063-T5 expiration Date OZ 2412020 By__ 22 21 RAIL 24 BOTTOM SWEEP Mlaml- ade oduct Control BOTTOM RAIL TOP TT .075 .075 1.938 .100 � 1.938 1AB7 1.170 I 2.544 2' II. 8.250 4.434 #8013A 6063-T6 O #8014A 6063-T5 56 55 O #8015 6063-T6 26 ASTRAGAL ````jttll1jill, ��� �N`. Lylvv .,� ..... BOTTOM RAIL, LAG BOLT DESIGN TOP R AIL, LAG BOLT DESIGN * ; N4''8705 Ls l Tom 7MML06YORNE �'p8f N. VENXF, FLSQ73 EXTRUSION PROFILES (941)180.t800 A2 7 ' ! ,••• F[ORIDP.•''•\ :�5 '' • • '0 �'� SIONAL �N``� R nc ALUM. FRENCH DOOR& SIDE LITES, IMPACT cETrr OFAUM02MUUT JR OVIM7 G REVISED#2AND#10. o ,,,,.,,,,,, ,� m.e o�sann rac A. LYNN MILLER P.E. a"'"�` °ems o""f° °i°" fi1C 12=104 L7. 418105 � ms FO760 112 �ueraeerrsrz��a 8 d 12 800041 G FL P.E.# 58705 .742 .075 T .072 —' 1 27 #8021 B 6063-T6 28 #8020A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER j� 050 3.77�+ 1T� —y l 2 222 —+{ .125 �050.J25 S#8028 6063-T5 #8056 6063-T4 61 SL HEAD TRIM OO SUBSILL, OPTIONAL .045 1 1.169 r i 442 .965 .7550- I - .965 T .045 T j #8022 BACKBEADS 106 SL BACKBEAD 10 #87/1 + SILICONE STRUCTURAL STRUCTURAL SILICONE POLYISOSUTYLENE 1/4' NOM. FOAM WITH WITH DESICCANT \ DESICCANT EXT. GLASS ///////�� EXT. GLASS/ INT. GLASS -MELT BUTYL 142 .075 29 #8018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR 0621 1.000 3.636 70 #8010 6063-T6 NARROW SL JAMB ' .040 .045 437 4411 .957 5063-T5 #8024A 6063-T5 3EAD` 108 I.G. BEAD — 3r16° NOM. BUM 8 DESICCANT FOAM EXT. GLASS — KODISPACE SUPER t� 4SGTPS 701 SPACER®N)CTT"' Party Description Material 100 Kommerling 4S0 TPS Spacer System 101 Quanex Super Spacer nX r Vdh Hot Melt Butyl See this Shoat for 102 Quanex Duraseal Spacer Materials 103 Cardinal ). Edge Spacer cnrvr�rt�.cmcrvl POLYISO- BUTYLENE 5' N/7� SEAL ROLL -FORMED STAINLESS STEEL ras DURL�ASEA OQbAr+CD CW..CFAU)7LX2F 98 EXT. �+ 1.812 1.000 100 37 #8039 6063-T6 TRUSS CLAMP r— 2.313 —� .050 62 #8029 6063-T5 SL JAMB TRIM 125 '---4 E — 3.251 F-- 1.635 —1 #8033B 6105-T5 80 FD ASS'Y BEAM PRODUCT REVISED as complying with the Florida Building Code FILLAREA NOA-No. 17-0504.04 6' NOM. I Expiration Date 02/24/2020 GLASS �� \--INT. GLASS 9X"'L EDGE'SPACER EXTRUSION PROFILES Tft ALUM. FRENCH DOOR & SIDE L1TES, I a. >l 9 Q 12 �WOO.11 „111I rill,, LYNN J��'r�'V,CENaFMGI � ,k�; Ne. 58T05 •'- `C`f`'.•fff��������, * j 0'• I A% Imo, S10NAL0,%,.�. A. LYNN MILLER. P.E. FL P.E.# 56705 JAMB ANCHORS 18.500" HT. QTY. MAX. O.C. L714 (5) (5) (5) 11" DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC I 10.671' MAX. JAMB ANCHORS HT. QTY. 95 3f4• - (8) 91 314• - (8) UM.) DETAIL B (WOOD/ LA (SINGLE PANEL) ANCHOR TYPES: C ORA ANCHORAGE SPACING REQUIREMENTS., 9" 3" MIN. HEAD & SILL 11" 1" MIN. TYP. ANCHOR 7YP. CLUSTER (TYPICAL) SEE NOTE 4 JAMB ANCHORS HT. OTY 95 3/4' - (5) 91 3/4" - (5) 87 314" - (5) 83 314" - (5) 79 3/4" - (5) / DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: B OR C SEE NOTE 4 REGARDING APPLICABLITY OF CIRCLED ANCHOR LOCATIONS 12• 9" 6" HEAD 8: SILL ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 JAMB 18.500' ANCHORS MAX. O.C. HT, QTY. 95 3/4• - (8) (2) EQ. (3) EQ. 913/4• - (8) S. P• T1 P• S, P• TYP• 87 3/4" - (8) . � 83 3/4" - (7) 11" IFS'----r-Ij Ilj�.--`•{I 79 3/4" - (7) SEE NOTE 5 DETAIL D (WOOD/ALUM.) REGARDING (2 OR MORE PANELS) APPLIC OF CIRCLEDIRCLED ANCHOR TYPES: ANCHOR C OR A LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MDCTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. 3. SINGLE PANEL CONFIGURATIONS: (DETAILA, CONCRETE SUBSTRATE DETAIL B, WOODIALUM. SUBSTRATE) HEAD AND SILL ......6" MAX. FROM FRAME CORNERS. JAMBS.....................1 V MAX. FROM FRAME CORNERS, 18.500" MAX O.C. CONCRETE SUBSTRATE (DETAILA) AND 10.571• MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL: 6" MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15" OR GREATER AND AT 3', 6" AND 9" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: I I" MAX FROM FRAME CORNERS AND 18.500" MAX O.0 PRODUCT REVISED as complying with the Florida Building Code NOA-Ko. 17-0504.04 Expiration Date 02/24/2020 By Miami-Da�Product Control 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE) �.```NY LYN11, "j/' HEAD AND SILL- 6" MAX FROM FRAME CORNERS AND �� 0 • "" �� �� AT 3', 6•, 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). ``2�� • ' �tGEN' .�(F'� CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3/4", * ; Na. 58705 JAMBS: 11" MAX FROM FRAME CORNERS AND 10.571" MAX O.0 70707ECffMDLOQYDRIVE ""` CC •'' F�ORIDA.•' C 14 tanc6lzaaz7s ANCHORAGE SPACING �77%SS1CNAl C. M411481-150 rwa �111111 l l it0` +� CERT. 02MM ALUM. FRENCH DOOR & SIDE LITES, IMPACT JR 04J10/17 'G � ISEDN07EACLUSTERQUANi11Y. o�5 ® Q,m,,,� ,� — oen,� a A LYNNMILLER• P.E. �e �.." . , r << !'T °E FD7W 4 10 a 12 8000.11 G FLP.E.958705 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TAB SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL OPTIONAL EESABLEA SLiEELi SEE_TABLE A4SHEET I Ile MAX. 84 1/4° MAX. 1/4° MAX 84 GROUT, SEE GROUT GROUT 7MAX. SEE SEE SHIM �7 ---------- - -1 NOTE 3 NOTE 3 NOTE 3 "", . . . . . . . . . . '} TMETAL SUBSTRATE $ ':.: ', ;; ' ' ` 2X WOOD —� 2X WOOD CONCRETE/CMU :. PER ANCHOR :EMBEDMENT BUCKSTRIP OR % BUCKSTRIP OR REQUIREMENT PERANCHOR :: t FRAMING, SEE EMBEDMENT FRAMING, SEE EMBEDMENT REQUIREf�ENT ;; ;: '` '� NOTE 1 THIS SHEET NOTE 1, THIS SHEET EDGE DISTANCE EDGE DISTANCE N— EDGE DISTANCE 1� 118"MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE �{ r.— TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL EMBEDMENT HEAD & SILL SECTIONS) iX WOOD 2X WOOD BUCKSTRIP OR FRAMING, BUCKSTRIP, SEE EDGE DISTANCE — SEE NOTE 1, THIS SHEET 1/8" MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE NOTE 1, THIS : CONCRETEICMU:;, PERANCHOR=!•:'•r,':. EDGE DISTANCE (- SHEET. EDGE DISTANCE CONCRETE/"Xi EQUIREMENT �::'•'�; [. METAL SUBSTRATE 1!4' PER ANCHOR ,; 114" .::. o REQUIREMENT S IHpj MAX.REQUIREMENT ';;t 1 EMBEDMENT SM s~ w M7 EMBEDMENT '''y:,.� — SHIM HIM T a = IT �1/4" MAX. SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYR ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-112° THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1-1/2° 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 FOR ATTACHMENT L ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 118"THICK. THE ALUM. STRUCTURAL MEMBER SHALL PROVI FULSUPPORT TOTHE DOOR FRAME SIIMILAR TO THAT SHOWN I TH DSHEETO ETAILS B F A SIZE 0 ON THIS ET R 2x WOOD BUCKS. THE ANCHOR SHALLE A#12 SMS E WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) _ * ND• 58705 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. _ PRODUCT REVISED 1070 TECHAVW YDRIVE•�(/� �Z 14VEN=FL34Myff. ANCHORAGE DETAILS as complying with the Florida Building Code (B4f)IB0d60014 :°10RlDP,.''• \cam NDn-N.. 17-0504.04 eERr DFnunt.�ALUM. FRENCH DOOR & SIDE LITES, IMPACT Expiration Date02/24/2020 'n'O=°�f°1Ma°i°—o'"a,FD-750 114 11 - 12 8000-11 AUMGNMBy w ru.e�.m o.,o aas a ws A. LYNN MILLER, P.E. Miami -Dad roduet Control JR 04H0/17 G CLARIFIED DETAILC ADDED METAL SUBSTRATE FJC 1223/D4 LT. 4J8�05 FL P_E.# 68705 TYP. ANCHORTYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT-AND..EDGF EMBED_M_ENTAND_ EMBEDMENT-ANDZDGE— FMBEDM_ENT NI _ DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE; SEE 84 SEE TABLE A. SHEET 1. SUBSTRATE, SEE 84 TABLE A, SHEET 1. TABLE A, SHEET 1. EXTERIOR a EXTERIOR � EXTERIOR a EXTERIOR 1/4" 10 1/4" MAX. 10 1/4° MAX. 10 Olt OR 1MAX. 10 GROUT, GROUT, MAX. SHIM SEE NOTE 3,-] SEE NOTE 3,7 SHEET 11 G GROUT, SEE NOTE 3, SHEET 11 1 IT2t4lSHEET 11 1 I METAL SUBSTRATE Y T ::.:'z: ,:';r: ,:';:::: •":> �;::% o WOOD METAL :CONCRE - X WOOD PER ANCHOR EMBEDMENT ':; ;'. ; = rE/CMU BUCKSTRIP OR I I REQUIREMENT PER ANCHOR EMBEDMENT FRAMING, SEE EMBEDMENT SUCKSTRIP OR FRAMING, SEE f' EDGE DISTANCE `'`'r'' ' ;: REQUIREMENT NOTE 1, SHEET 11. NOTE 1, SHEET 11. 1/8" MIN, EMBEDMENT (METAL THICKNESS) J TYPICAL DOOR SILL TYPICAL DOORSILL TYPICAL DOORSILL OPTIONAL DOOR SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) TYP. ANCHOR TYPE, TYP. ANCHORTYPE, TYP.ANCHORTYPE, INTERIOR INTERIOR EMBEDMENT AND EDGE INTERIOR TYP.ANCHORTYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1, SEE TABLE A SHEET 1. Ir— EMBEDMENT IL EMBEDMENT EMBEDMENT EMBEDMENT 1/4' MAX. SHIM EDGE EpC,p ' • '•' " %. % EDGE j' ° `" DISTANCE DISTANCE ! EDGE DISTANCE ` i I • F"'.' DISTANCE ;: : ^,' =} :if '•+. 2X WOOD IU ` METAL CONCRETEIGMU -• CONCRETEICMU ." ' - :'+"' BUCKSTRIP OR SUBSTRATE :.'. 'r J FRAMING, SEE PER PERANCHOR ..,,::;y; • PER ANCHOR ; REQUIREMENT i;M,: '• ';' REQUIREMENT NOTE ::,; ;: 1, SHEET 11. i ANCHOR : REQUIREMENT 1XWOOD 1/4" MAX. SHIM .—�{ 1/4" MAX. SHIM —� TYPICAL BUCKSTRIP, SEE DOOR & SIDE LITE JAMB 1/4° MAX SHIM —� Imo— (DIRECT TO OOD) NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE UTE JAMB TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) T TO CONCRETE) (THRU IX INTO CONCRETE) ,.NN Y1N LYN . No. 58705 S PRODUCT REVISED as eomplying with the Florida toro7Erxu+otoGZORn� m vavca FL sears ANCHORAGE DETAILS �� =,�) I Z;Z �Z-4j �0�-,•• ST TE OF Building Code NOA-No. 17-0504.04.E ([M1)4B6e600 �i�c5` .........''•�1C?.�` ZONAL .( 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT oort,covrosD,r , "°'°""` FD-7sa v4 °'e0C 12 , 12 o"'"'"° 8000-11 Expliatlon Date 02124/2020 ® t I l t i t�ol i ey A. LYNN MILLER, P.E. i rn: ays m a.®sr. o�° m,emex w� Mla ad roduct Control JR 04/f0/t7 Q CLARIFIED DETAILS, ADDED METAL SUBSTRATE F.IC 12 D6 L.T. 4/B/0.5 FL P,E.# 56705 t o,v_ CNN a•BY iCOUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPART4NT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD A CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICP OF ACCEPTANCE NOA www.miamidade.gov/economy tries, Inc. PGT Ind ° 1070 Technology Drive North Venice, FL 34275 SCOPE: This NO is being issued under the applicable rules and regulations governing the use of construction materials. The documen tion submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used irk Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NO shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miatn Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product o material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, a manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend t e use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is d� ermined by Miami -Dade County Product Control Section that this product or material fails to meet the requirem is of the applicable building code. This prod, ct is approved as described herein, and has been designed to comply with the Florida Building Code, including e High Velocity Hurricane Zone. DESC TION: Series "SGD-780" Aluminum Sliding Glass Door w/900 & 1350 corner (Reinf/Non-Reinf) - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets 1 through of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and sealed by Anthony ynn Miller, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptana number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitatio s: 1. Ma Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 ft. The inside/outside 900 & 1350 corn r units are limited to straight panel each corner side per tables 1 thru 3. 2. See heets 7 & 8 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement and nchorage quantity requirements. See sheet 11 for glass options. See sheets 12 thru 15 for anchors lay out at track and comers. See Pocket anchor details in sheet 6. 3. Poe is wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement to b reviewed by Building official. LABEL G: 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. RENEW, L of this NOA shall be considered after a renewal application has been filed and there has been no change in the ap ll licable 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 material) use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, dvertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this N I i A shall be cause for termination and removal of NOA. ADVER SEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiratio date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its enlety. INSPEQTION: 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 NO revises and renews NOA #16-0629.10 -and consists of this page 1 and evidence pages E-1 & E-2, as well as appro al document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 7MIAMI-DADE COUNTY NOA No. 17-0420.04 Expiration Date: August 02, 2022 Approval Date: July 27, 2017 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS j . Manufacturer's die drawings and sections (Submitted under files # listed below) Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. 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 )ng with marked —up drawings and installation diagram of Aluminum SGD (w TPS, Super, rdinal & Duraseal spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) L-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed and sealed Idalmis Ortega, P. E. 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, TAS 202-94 .g with marked —up drawings and installation diagram of Aluminum SGD w/135° ior/Exterior corner & interior pocket mount, prepared by Fenestration Testing Laboratory, Inc., Reports No(s) FTL-8322 and FTL-8374, dated 08/06/15, both signed and sealed by Idalmis ;a, P. E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) g with marked —up drawings and installation diagram of Aluminum SGD, prepared by itectural Testing, Inc., Test Report No. ATI-8124.01-401-18 R, dated 11/13/2008, signed and d by Joseph A. Reed, P.E. (submitted under files # 12-0516.04) g with marked —up drawings and installation diagram of Aluminum SGD, prepared by stration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL--5619, t 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all �d and sealed by Carlos S. Rionda, P. E.(Submitted under file #11-1018.12). C. CALCULATIONS Anchor verification calculations and structural analysis dated 04/08/17 and last revised on 07/17/17, complying with FBC-2017 (61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC- 2014 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. (submitted under file #15-0903.09) Glazing complies w/ASTMB-1300-02, 04 & -09. `4 ,LAA 'Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 202.2 Approval Date: July 27, 2017 E-I NOTICE OF ACCEPTANCE: EVIDENCE SUBN1ITTED D. ()UALITY ASSURANCE �. Miami Dade Department of Regulatory and Economic Resources (RER) E. TERIAL CERTIFICATIONS Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the `'Sentry Glass ® (CIear and White) Glass Interlayers", expiring on 07/04/1.8. Notice of Acceptance No. 16-1117.01 issued to kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc.) for the "Trofosil Ultra clear & 'color PVB Interlayers (former Butacite)", expiring on 07/08/19. F. TATEMENTS Statement letter of conformance to FBC 2017 (6" Edition) and FBC 2014(51h edition), prepared by PGT, dated July 17, 2017, signed and sealed by Lynn Miller, P.E. 2. Statement letter of conformance to FBC 2014(5v' edition) and letter of no financial interest, prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, P.E. (submitted under file #15-0903.09) Spacer reference e-mail by POT dated Jan 13, 2016, signed by Lynn Miller, P.E. Lab compliance as art of the above referenced test report. ,. P� p p G. This NOA revises & renews NOA #16-0629.10, expiring 08/02/22. Test proposal # 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER. E-2 1 C�-4«.11. C t,""',-�--- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 2022 Approval Date: July 27, 2017 SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING INT./EXT. POCKETS & 900/1350 CORNERS 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEET 11. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 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, ANSI/AF&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 THE CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) APPLICABLE TEST REPORTS: FTL-5254, 5273, 5618. 5619, 8322, 8374 & ATI.81241.01-401-18. TABLE A: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Mln. O.0 Dletanee Min Embedment or Metal Thickness A #12 410 SS EMS (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 916,K3" - 8" 6083-T5 Aluminum 318" 0.063" A36 Steel 318" 0.050" Gr. 33 Steel Stud X8"0.045 18 Ga) 1/4" Elco Aggre-Galorr& Fy=57 ksl, F�96 ksl All Concrete (min. 2.22 ksi) 1-11T 1-T8" Jamb / P-hook Filled Block (ASTM C90) T 2" Jamb / P-hook Hollow Block (ASTM C90) 2' 1-1/4" All Southern Pine (SG = 0.55) 1' 1-& B #12 Steel EMS (Gr. 5) (min, of 3 threads beyond metal substrate) All Southern Ire: SG = 0.55) 9116" 7/8" 1ti'18" 6063-T5 Aluminum 318° 9116" 0.063' A36 Steel 318" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045' (18 Gal C 1/4" Elco. traConal Fy=155 ksi, F�m 177 ksl II Concrete (min. 2.85 ksi) 1" 4" 1-318' Jamb / P-hook Hollow Block (ASTM C90) 1" 61 1-1/4" 1/4" Elco UltraCcn§ Fy=155 kal, F�= 177 ksi All Concrete (min. 2.85 ksi 2-1/2' 4" 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2-112' 4° 1-3/4" Jamb / P-hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" D 114' 410 SS Elco CreteFlexO Fy=127.4 ksl, F,= 199.7 ksl Head / SIII Concrete (min. 3.35 ksl) 1" 4" 1.3/4" Jamb / P-hook Concrete (min. 3.35 ksl) 1" 6" 1-314" Jamb / P-hook Hollow Block (ASTM C90) 1-3/4' 6" 1-114" All Southern Pine (SG = 0.55) 1° 1" 1-3/8" 1) WHERE SUbtil RATE UUNUI I IUN5 REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALLTABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33-KSL 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. CODES / STANDARDS USED: IMPACT RATING •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION RATED FOR LARGE & SMALL •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION MISSILE IMPACT RESISTANCE •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DESIGN PRESSURE RATING •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 SEE TABLES 1-3 & C1-C2 •AISC 360-10 ON SHEETS 7 & 8 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES ........ 7-8 EXAMPLES ......................... 9-10 GLAZING DETAILS ............ 11 ANCHOR LOCATIONS.......12-15 PANEL TYPES ................... 16 EXTRUSIONS .....................17 PARTS LIST........................18 TABLE 13: SEF nETAII S ON 9HFFT 11 Glass Type Description (Listed from Exterior to Interior) Table Sheet # # 1 7116" Laminated: (1) Lite of 3116" A Glass an to 0 37i6-HS-G ass w tfi .08D-PVBInCertayer -T- 2 9/16" Laminated: (1) Ute of l/4' ANN Glass and (1) Ute of 1/4' HS Glass with .090' PVB Intedayer 2 7 3 1-1/16' Laminated I.G.: 3116" T Exterior Cep + 7116" Air Space + 7/16' Laminated consisting of (1) Ute of 3/16" ANN Glass and (1) Ute of 3/16' HS Glass with .090' PVB Interlayer 2 7 4 1-1/16 Laminated I.G.: 1/4' T Exterior Cap + 3/6• Air Space + 7116" Laminated consisting of (1) Lite of 2 3116'ANN Glass and (1) Ute 01`3/16" HS Glass with .090' PVB Intedayer 7 5 7/16' Laminated: (1) Lite of 3/16" ANN Glass and (1) Lite of 3/16' HS Glass with .090" SG Intedayer 1 7 5 9/16' Laminated: (1) Lite of 1/4" ANN Glass and (1) Lite of 1/4" HS Glass with .09D' SG Intedayer 1 7 7 7/16" Laminated: (2) Utes of 3/16" HS Glass with .090" SG Intedayer 3 8 8 9/16" Laminated: (2) Utes of 1/4" HS Glass with .090' SG Intedayer 3 8 9 1-1/16" Laminated I.G.: 3116" T Exterior Cap 7/16' Air Space + 7116" Laminated consisting of (1) Ute 1 7 of 3/16' ANN Glass and (1) Lite of 3116' HS Glass with .09D" SG Intedayer 10 1-1/16" Laminated I.G.: 1/4" T Exterior Cap + 318' Air Space + 7/16" Laminated consisting of (1) Lite of 1 7 3116' ANN Glass and (1) Lite of 3/1S" HS Glass with .091Y SG Intedayer 11 1-1/16" Laminated I.G.: 3/16" T Exterior Cap + 7116" Air Space + 7/16" Laminated consisting of (2) Utes of 3/16' HS Glass with .090" SG Intedayer 3 8 12 1-1116' Laminated I.G.: 1/4" T Exterior Cap + 3/8" Air Space + 7/16" Laminated consisting of (2) Utes of 3/16" HS Glass with .09T SG Intedayer 3 8 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 ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK, PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR PRODUCr REVBFm GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY -c P'*gwie tmr.,k. TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE °c'aPf" cNo 17-o4�.OV RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE Cxtdr•giy:q•tc scow 2L REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVJEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" 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. A SLIDING GLASS DOOR NOA (LM) 12 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 NOTES m JRDSOWSKI (941)-480-1600 CERT. OFAUTH.#29296 UPDATED TO FBC 2017, REV. TABLES 1-3 k3 04/05/17 COPYRIGHT 02017 SGD-780 jjjNfSjjj10F18 MD-780.0 PGT INDUSTRIES, INC. B ALL RIGHTS RESERVED N.......... M�l� * : No. 58705 �, 717• �a '01VAL lE", `. A. LYNN MILLER, P.E. P.E.# 58705 NOM. PANEL WIDTH PER TABLES 1,3 MAX. UNIT \J I U HEIGHT / 1 PER TABLES 1-3 POCKET 1 1-PANEL J`v a CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT ] HEIGHT J PER TABLES 1-3 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES 1-3 J PERTs MAX. UNIT ] , ] J ] HEIGHT PER TABLES 1-3 / / / / / NOM. PANT PER TP MAX HE PER TP r I I to MAX HE PERTP POCKET I� 5-PANEL CONFIGURATIONS R :L WIDTH BLES 1-3 mAA. Urvll YVIU 1 r7 J I ' 3 3 3 3 3 E UNIT GHT 3 3 3 ] ] ] BLES 1-3 / / / / / / / J 7-PANEL CONFIGURATIONS (1) MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1.3 ] I= MAX. UNIT ] HEIGHT ] j° PER TABLES 1-3 3-PANEL CONFIGURATIONS :L WIDTH BLES 1-3 MAJC. UIVI I WIU I H u UNITGHT ] ] / 3 BLES 1-3 / / / / / 6-PANEL CONFIGURATIONS PER MAX. UNIT HEIGHT PER TABLES 1-3 f MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT 13 HEIGHT PER jIP TABLES 1-3 li Pocxer I" L --J CORNER,TYP. I OXSIOE CORNER SHO.K INSIOECORNER SIW MAX. UNIT WIDTH �// - I � L -/// I � L///- 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 L r i t t� 12 / IW POCKET 8-PANEL CONFIGURATIONS 4 CONFIGURATIONS NOTES: DLO WIDTH = NOM. PANEL WIDTH - 7.875" "X" = OPERABLE PANEL " DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT-13.47" 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB O" INOPERABLE PANEL DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29" LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN „P„ = POCKET PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY OF 75 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941}480-1600 N. VENICE, F CONFIGURATIONS ��' J ROSOWSKI DETAIL LETTER CERT. OF AUTH. N29295 4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. ® NO CHANGES THIS SHEET. eo 04/05/17 COPYRIGHT O 2017 POT INDUSTRIES, INC. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FT' L—SHEET NUMBER SGD-780 III NTS 111 2 OF 18 j MD-780.0 4z B ALL RIGHTS RESERVED I I� I I: POCKET da bili5o �.N`1 LYNty * No.5877r105 o.*' ST 10 NAIL A LYNN MILLER, P.E. P,E.N 58705 OPT. 1X OR 2X WOOD BUCKSTRIP, METAL TYP., SEE ANCHOR SEE ANCHOR NOTE 3, SHEET 1 DETAIL Al DETAIL B1 DETAIL C1 DETAIL D1 NOTE 4, SHEET 1; MIN. OF 3 CONCRETE/CMU PER-THFJttxwoo I—INTERLQCK—I INTOMETAL -READS BEYOND THE ANCHOR REQUIREMENT Irmo MAsoNRY FACING EXT. SUBS FRAME WIDTH TYP. ANCHOR TYPE, NOM. PANEL WIDTH EMBEDMENT AND ° zt 12" FIXED "O" PANEL BRACKET 91 B9 EDGE EDGE DISTANCE PER @TOP AND BOTTOM 1 DISTANCE SUBSTRATE, SEE 31 92 zs TABLE A, SHEET 1 & :. ^ " NOTE 3, BELOW '. DAYLIGHT r------`-----`----- OPENING WIDTH I e3 ——;L_ 1-1/2" FROM • EACH END EMBEDMENT �� a, i 30 :] 1 EXTERIO 32 _TTR V EDGE DISTANCE ." I 31 2a EDGE EXTERIOR "• i i ze I 1/4" MAX. -►I 3z 21 SEE TABLES 1-3 FOR 29 REINFORCEMENT DISTANCE I I EXTERIOR I REQUIREMENTS TYP. N PE, 1/4" MAX. I EMBEDMENT AND EDGE AND EDGE EMBEDMENT DETAIL A2 HORIZONTAL SECTION (XXO SHOWN) �'���DISTANCE PER INTO 2x vv SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL B2 2X WOOD EMBEDMENT DETAIL C2 BUCKSTRIP OR DETAIL D2 �-,, ASTRAGAL `�� FACING INi. 1/4n MAX INTERLOCK FRAMING, SEE DAYLIGHT INTO MASONRY ANCHOR NOTE 3, OPENING 21 SEE TABLES �� Q SHEET 1 WIDTH 3 FOR 31 I INTERIOR I(as EINFORCEMENT - EDGE DISTANCE TYP. ANCHOR TYPE, i 1 EQUIREMENTS 1'RODllCCRGa115Lrg) es coaTy'yicK wilk lee pl8e{ EMBEDMENTAND j 32 4.1 EDGE DISTANCE PER 90 LR 9iISUBSTRATE,SEE 8s :.TYP•ANCHORTYPE,Epira6�Dste_2L� Z, EMBEDMENT AND I I a TABLE A, SHEET 1 & 97 EDGE DISTANCE i A:�YJdt NOTE 3, BELOW 3) I PER SUBSTRATE, I I f ez qmw4>1 SEE TABLE A, SHEET I .� QN`( LYNN�� 31 97 1 & NOTE 3, BELOW I ••. �'r I I I . ��r'•�}CENSF i EDGE O 28 81 OR 82 DISTANCE ae EMBEDMENT ----------------- ASTRAGAL MAY BE : * No. 58705 *' EXTERIOR ONCRETE/CMU INSTALLED IN EITHER 124 123 112 ". PER ANCHOR INTERIOR OR EXTERIOR _ 7 ;' 712 ! 121 122 t1s I REQUIREMENT DIRECTION. ALL PARTS 1/4" MAX. �0,� .• A p �`' F IDENTICAL. �_) '- <ORIOP.•�G`2�� 120 HORIZONTAL SECTION (XO SHOWN) 7,1 ONAL '11,1111110 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SEE SHEET 12 FOR ANCHOR LOCATIONS & SPACING ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR A. LYNN MILLER, P.E. P.E.n68705 FOR EACH TRACK CONFIGURATION. N. VENICE, FL 34275 2) REFER TO ANCHOR NOTES, SHEET 1. INSTALLATION, HORIZONTAL X-SECT. t J ROSOWSKI (841)-480-1600 3) FOR ANCHOR QUANTITIES, SEE TABLES I-3. 4) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST CERT. OF AUTH.#29296 z NO CHANGES THIS SHEET, 04/05H7 REPORTS FOR EXACT DIMENSIONS. 5) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. 110 COPYRIGHT02017 a PGT INDUSTRIES. INC. SGD-780 111 NTS 3 OF 18 MD-780.0 J B m �1 c ALL RIGHTS RESERVED DETAIL E1 DETAIL J EDGE DISTANCE EMBEDMENT � 1 1/4" MAX. 1/4" MAX. SHIM SHIM TY P. EXTERIOR a OPT. TALL BOT. RAIL GROUT AS NEEDED, SEE ANCHOR NOTE 5, SHEET 1 2X WOOD BUCKSTRIP DETAIL E3 CONCRETE/CMU PER ANCHOR NOTE 3, SHEET 1 EMBEDMENT EMBEDMENT 1/4" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PANEL HEIGHT FRAME HEIGHT 5 17 - 1-5/8" = TOTAL SILL HEIGHT 1/4" MAX. EDGE 1/4" MAX. SHIM SHIM 4 20 DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENTAND 2X WOOD EMBEDMENTAND EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER CONCRETE/CMU PER ANCHOR DETAIL F1 SUBSTRATE,SEE FRAMING, SEE SUBSTRATE,SEE TABLE A, SHEET 1 & ANCHOR NOTE 3, DETAIL F2 TABLE A, SHEET 1 & REQUIREMENT I INTO MASONRY I NOTE 3, BELOW SHEET 1 IINTO WOOD jNQIE3,BELOW VERTICAL SECTION VERTICAL SECTION DETAIL E4 DADE APPROVED MULLION, FBC INTO METAL COMPLIANT ALUMINUM/STEEL FRAMING EDGE PROPERTIES, TABLE A, SHEET 1 DISTANCE Z — EDGE DISTANCE i I I- EMBEDMENT J• +L 14" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT 7TjYPANCHOR TYPE, EMBEDMENT AND AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE SUBSTRATE, SEE TABLE A, SHEET 1 TABLE A, SHEET 1 & NOTE 3, BELOW & NOTE 3, BELOW NOTES OPT. SCREEN TRACK 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ADDON; SIMILAR FOR HEAD SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING FOR AND JAMB, 24 TRACKS EACH TRACK CONFIGURATION. 2) REFER TO ANCHOR NOTES, SHEET 1. 078 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. r 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. .062 '1 1 •713 I �— 713 SILL RISER VARIES WITH REQUIRED 4.409 POSITIVE 3.630 DESIGN PRESSURE, SEE SHEETS 7-8. SILL RISER SILL RISER 15 (4-1/2'•TOTAL 18 (5-1/4"TOTAL SILL HEIGHT) SILL HEIGHT) .062 062 --j 1.713 713 t�l. 713 •0 2 78 2.628 PLY �.780 SILL RISER I SILL RISER SILL RISER 1P (1-5/8" TOTAL 13 (2-3/4" TOTAL 14 (3-1/2" TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 4LUMINUM SLIDING GLASS DOOR NOA (LM) 121 10/05/15 1070 TECHNOLOGY DI N. VENICE, FL 34275 INSTALLATION, VERTICAL X-SECT. j� J ROSOWSKI (941)-480-1600 CERT. OF AUTH.#29296 VO CHANGES THIS SHEET. & 04/05/17 COPYRIGHT02017 NTS 4 OF 18 R ' MD-780.0 A PGT INDUSTRIES, INC. SGD-780 ,� � d � B ALL RIGHTS RESERVED ncUMC f REVIM T C?Mw_!og With LbeF7e" LYNNM�%;�� ��'t ,.•' 1,1GENSF •'• ��� * : No. 58705 �• S�ONAL Il,1`�. A. LYNN MILLER, PZ P.E.# 58705 EXTERIOR DETAIL G1 135' INSIDE CORNER DETAIL G2 t3s• OUTSIDE CORNER 19" MAX. 135' EXTERIOR 15 135' NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14-16 FOR ANCHOR LOCATION & SPACING. FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. MAX. O.C. Q INTERIOR DETAIL H1 90' INSIDE CORNER 4 INTERIOR EXTE RIOR V \90" EXTERIOR 'D--\F!pjjjAV a INTERIOR rAiL H2 tro• IDE CORNER 17-1 /2' MAX. O.C. ALUMINUM SLIDING GLASS DOOR NOA (LM) c 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 CORNER ASTRAGAL HORIZ. X-SECT. gh J ROSOWSKI (941)-480-1600 NO CHANGES THIS SHEET. zc 04/05/17 PERT. OF AUTH.#29296 COPYRIGHT O 2017 SGD-780 III NTS 111 5 OF 18 R z MD-780.0 PGT INDUSTRIES, INC. zi B ALL RIGHTS RESERVED PRO➢UCfRBVr" t5camDlyzi gWIiGi$¢FSQTt`Fi br1&Re ceft Aoxpouawft i-OY7o•o� AagS.•v15os Qafc z 2.Z xsAsdr sr�ucEe�l LYN/yM/ 't�r••�IGENSF' 8•. �(�� No. 5705 Ix— F�ORVD , ; ONAL �\7`\ I A LYNN MILLER, P.E. P.E.# 58705 ANCHORSFOR IDETAIL11 INTERIOR Q INTO MASONRY POCKET JAMB TYP. ANCHOR TYPE, EMBEDMENT EDGE PER ANCHOR PER ANCHOR DISTANCE NTER10a AND EDGE DISTANCE PER REQUIREMENT EXTERIOR SUBSTRATE, SEE TABLE A, a SHEET 1 &NOTE 3, BELOW ,:. EMBEDMENT 82 .• • INTERIOR POCKETS MUST 31 INCLUDE A NONSTRUCTURAL, eo SEE NOTE 4, BELOW FRAME JAMB TO PREVENT 1/4" MAX. FRAME EMBEDMENT -,.-' ;, •: EDGE DISTANCE WATER INFILTRATION. EXTERIOR ' �, POCKET BY OTHERS, SEE ; ENIB�DME) lT: EDGE NOTE 6 BELOW. DISTANCE 1/4" MAX. 80 SEE NOTE 4, BELOW ~ TYP. ANCHOR TYPE, 39 EMBEDMENT AND EDGE EMBEDMENT EXTEwoR DETAIL 12 DISTANCE PER SUBSTRATE, ,' INTO MASONRY SEE TABLE A. SHEET 1 & EXTERIOR ; CONCRETElCMU POCKET NOTE 3, BELOW EDGE PERANCHOR EXTERIOR DISTANCE —�' REQUIREMENT INTERIOR POCKET I METAL TYP., SEE ANCHOR NOTE EDGE TYP. ANCHOR TYPE, 4, SHEET 1; ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE BE A MIN. OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER THE METAL SUBSTRATE FRAMING, SEE ANCHOR SUBSTRATE, SEE TABLE A. NOTE 3, SHEET 1 G SHEET 1 & NOTE 3, BELOW DETAIL I3 EMBEDMENT ME EMBEDMENT i INTO METAL I EDGE DISTANCE pgppucrttEsQ3t9 In -6s+p0'is6 evilll fboftrift Rux&i;Godc .tab'0/ EMBEDMENT Ampja No Dart ae EDGE DISTANCE EDGE (Sli k i DISTANCE 1/4., e0 EE NOTE 4, BELOW r�za !ffi r roam-1cmud MAX. NY LYNN EMBEDMENT 1/4" MAX. eo SEE NOTE 4, BELOW DETAIL 14 g3?:: EXTERIOR nn 't .•' \.\GENSF'•.. INT0 7X WOOD V No. 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, EXTERIOR POCKET =� '•, 17 TE Q ' o SEE TABLE A, SHEET 1 & • ..�oRIpP.•�G\�� NOTE 3, BELOW EXTERIOR POCKET S, ',,s TONAL NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA (LM) c 10/05/15 1070 TECHNOLOGY DR A LYNN MILLER P.E P.E.958705 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 15 FOR ANCHOR LOCATION & SPACING. P-HOOK EXAMPLES, HORIZ. X•SECT. N. VENICE, FL 34275 ll J ROSOWSKI (941)480-1600 4) 910 X 3/4" SMS @ MAX. 5-1/2" FROM ENDS & 12" MAX. O.C. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. NO CHANGES THIS SHEET. CERT. OF AUTH. #29296 ac 04/05/17 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. BY SGD-780 lil NTS 11,1 6 OF 18 COPYRIGHT02017 POT INDUSTRIES. INC. MD-780.0 9i B . ALL RIGHTS RESERVED Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) orcomeres ganc�homgaan90''6i35`-comecwfto-,_sae heats ].4_B-45 Table applies to Glass Types 5, 6. 9 & 10 containing ANN-HS SG Laminated Glazing. Reinforcement (part #29) is not required in the Exterior Interlock Door Unit Height 80, 84' 96" low 120" 7-3/4 Panel Height" 81.3/4" Panel Height- 8 4" Panel Height" 1053W Panel Height•' 1173/4" Panel HeighF Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I g I C D A I B I C D A B CI D A 1 B 1 C I D A I B I C ID Design Prossure +80/-80psf +80/-80psf +80/-80 psf +60/-70psf I+60/-70psf 36" 28-1/8' DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CS+1 C6+1 C4+1 C4+1 Jamb a 8 6 6 8 8 8 8 10 8 8 8 10 B 8 8 10 10 10 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 6+5 5+5 5+5 5+5 5+5 5+5 Design Pressure +80/-80psf +80/-80psf +80/-80 psf +60/-70psf +60/-70psf 42' 34-1/w DLO HeedlSill C4+2 C4+2 C4+2 C4+2 C6+2 CB+2 C4+2 C4+2 C6+2 C6+2 C6+1 C6+1 C6+2 C6+2 C6+1 C6+1 Jamb 8 8 6 6 =4+"4 10110 1012 10 10 10P-hook 9 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4*4 6+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 Design Pressure +80/-80 psf +80/-80psf +80/-80 psf +60/-70psf +60/-70psf 40-1/8' Head/Sill C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+2 C4+2 ClC6+2 C6+2 C6+2 C6+2 C6+2 CB+2 C8+2 C6+2 C6+2 C6+2 C6+2 L �, DLO Jamb B 8 6 6 10 8 8 8 10 10 8 8 12 10 B 8 12 12 10 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+q 4+4 5+5 6+6 5+5 5+5 5+5 5+5 5+5j 5+5 zDesign �, 46-1/8' DLO Pressure +80 /-60 psf +60 /-80 sf +60 /-80 psf Not available in these sizes Head/Sill C4+3 C4+3 C4+2 C4+2 C6+3 C6+3 C4+ C4+2 C6+3 C6+3 C6+2 C8+2 Jamb 10 8 6 8 10 8 8 8 12 10 8 a P-hook 4+4 1 4+4 1 4+4 1 4+4 4+4 1 4+4 4+4 4 4+4 4+4 1 4+4 1 4+4 4+4 60' 62-1/8' DLO Design Pressure +80/-80 psf +80/-80psf I +76.2/-76.2ps!' Head/Sill C6+3 C6+3 C4+3 C4+3 C6+3 C6+3 C8+3 C6+3 C6+3 C8+3 C6+3 C6+3 Jamb 10 1 8 6 6 10 10 a 8 12 12 8 8 P-hook 4+4 4+4 1 4+4 4+4 4+4 1 4+4 1 4+4 1 4+4 j 5+5 1 5+5 4+4 4+4 Tr- aU.0 IJr rV V .. I 1 ". , a ,v. v , v, Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For tamer astragal anchorage on 90' & 135' corner units, see sheets 14 & 15 Door Unit Height Table applies to Glass Types 1 - 4 80" 96" containing ANN-HS PVB Glazing. 77-3W Panel Height 9 4 Panel ght" Reinforcement (part #29) Is not Anchor Group Anchor Group required in the Exterior Interlock. A I B I C D A I B I C. D Design Pressure +65/-65psf +65/-65psf 28-118" Head/Sill C4+1 C4+1 -C4+1 C4+1 C4+1 I C4+1 I C4+1. 04+1 36" DLO Jamb 6 6 6 6 8 B 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 1 4+4 1 4+4 4+4 Design Pressure +65/-65psf +65/•65psf 34.1/8" Head/Sill 04+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 a 42' DLO Jamb 6 6 6 6 8 6 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 ZDesign Pressure +65 / -65 psf -65 / -65 psf 40.118" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 4B" DLO Jamb 8 1 6 1 6 6 10 8 B B P-hook 4+4 1 4+4 4+4 1 4+4 1 4+4 1 4+4 4+4 1 4+4 "-Stt I-UKNIULJiS CtLUV1r DLO WIDTH = NOM. PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT-13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" TARI F('.1- Water-Limited (+) Design Pressure Sill Riser Total Sill Height Max. (+) DP Allowed 12 1-5/8" See Note 2 13 2-3/4' +50.0 psf 14 3-112" +73.3 psf 15 4.1/2" +80.0 psf 16 5.1/4" +80.0 psf ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES: REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR 1) IF WATER INFILTRATION RESISTANCE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE -MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C1, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C4+1, 4 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P-HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. OUSED IN EXAMPLE 2, SHEET 10 FIG 1: 2 DOOR ASSEMBLIES INSTALLED Mu WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR = O GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. ALUMINUM SLIDING GLASS DOOR NOA (LM) IgI 10/05/15 DP & ANCHOR QUANTITY TABLE ,£ J ROSOWSKI UPDATED TABLES 1 & 2. all 04/05/17 SGD-780111 NTS111 70F18 1291 MD-780.0 :0 B EITHER TABLE 1 OR 2 AND TABLE C1 DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLES 1 OR 2 MAY BE USED 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING. )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH.#29296 COPYRIGHT ©2017 PUT INDUSTRIES, INC. ALL RIGHTS RESERVED PROI3UC P REVISED --plyiag %vm the.igwida halting Code Aaepiaeee No 17- Vao-Dq ".\�ONY LYNN ...... * ; No.58705 O-&--!7jJ Tol Z " S7�NAL tENG`. A. LYNN MILLER, P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 90" & 135' comer units, see sheets 14 & 15 Table applies to Glass Types 7, 8, 11 & 12 Door Unit eig 80" 84" 96" 108" 120" 132" 144" Reinforcement (part #29) is required 77-314" Panel Height- 81-3/4" Panel eight— 93.314" Pan Height" 105-3/4' Panel Height" 11]-3/4° anel Height" 129-314" Panel Height— Haight - 141.314" Panel Haight — Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group nchor Group in the Extedor Interlock A B C D A 6 C D A B C D A B C D A B C D A B C D A B C D Design Pressure +105/-115psf +105/415psf +105/-115ps/ *f05/-115psf +f05/-f09psf +98/-98ps/ +89/-89ps/ 22-118, Head/Sill C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 04+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C8+1 C6+1 C6+1 C6+1 C6+1 C8+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 30' DLO Jamb 10 8 8 6 10 8 8 a 10 10 8 8 12 12 8 8 14 12 10 10 14 12 10 10 14 12 12 12 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 1 5+5 1 5+5 6+8 1 6+6 6+6 6+6 6+8 1 6+6 1 6+6 6+6 Design, Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +101.6/-111.2psf +7/,9/-85.3psf 28.1/8' Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 CB+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 CB+2 C8+2 C6+2 C6+2 C8+2 C6+2 CBt1,8+2 C8*2 Ce+2 C8+2 C8+2 CB+1 CB+1 CB+1 C8+1 36" DLO Jamb 10 10 B 6 10 10 8 8 12 12 10 8 14 12 10 8 16 14 10 18 16 12 10 14 14 12 12 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 5+5 5+5 5+5 5+5 6+6 6+6 6++5 6+6 6+6 6+6 6+8 6+6 6+6 6+6 6+6 Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115ps/ +88/-96.4psf +67.3/-738psf 34-1/8"d/Sill C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C10+2 C10+2 C8+2 C8+2 C8+2 C8+2 C6+2 C8+2 Cl C8+2 C6+2 C6+2 42 DLOmb 12 10 8 6 12 10 8 8 14 12 10 8 18 14 12 10 18 16 12 10 18 16 12 10 14 14 12 12 1ook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 474 5+5 5+5 5+5 4+4 6+6 6+8 6+6 5+5 7+7 7+7 6+8 5+5 6+6 6+8 6+8 6+6 6+6 6+6 6+6 6+6 °• Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +78/-85.4psf +59.6/-65.2psf a 40-116°d/Sill C8+3 Cfi+3 C6+3 C6+3 C6+3 C6+3 C6+3 C6+3 C8+3 C8+3 C8+3 C8+3 C10+3 C10+3 C8+3 C8+3 C10+3 C10+3 C10+3 C10+ C8+2 C6+2 C8+2 C8+2 C6+2 C8+2 C6+2 C6+2 Z48' DLOmb 12 10 8 8 12 12 10 8 16 14 10 8 18 16 12 10 20 18 14 12 16 16 12 10 14 12 12 12 hook 4+4 4+q 4+4 4+4 5+5 5+5 5+5 4+4 6+6 6+6 5+5 4+4 6+6 6+6 6+6 5+5 7+7 7+7 7+7 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 �°46.11Td/Sill NHe Pressure +105/-115psf +f05/-115psf +105/-115ps/ +105/-115psf +94.8/-103.8psf C6+3 C6+3 C6+3 C6+3 C8+3 C8+3 C8+3 C6+3 C8+3 C8+3 C8+3 C8+3 C10+3C1C+3 C8+3 C8+3 C1D+3C10+3C10+3C10+DLOmb 12 12 10 8 14 12 108 16 14 12 10 18 16 14 10 20 18 14 12 hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+6 6+6 6+67+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5Pressure 60" 52-1/8"dlSill +105/-115psf +105/-115psf +f05/-115psf +103.4/-f07psf +86.7/-95psfNotevailebieinthesesizes C8+4 C8+4 C6+4 C6+4 C8+4 C8+d C6+4 C6+4 C8+4 C8+4 C8+4 C8+4 C10+4 C10+4C10+4 C10+ C10+3 C10+3 C10+3 CID+DLOamb 14 12 10 8 14 12 10 8 18 18 12 10 20 18 14 12 20 18 14 12 hook 5+5 1 5+5 1 5+5 1 4+4 1 5+5 1 5+5 1 5+5 L 4+4 1 6+8 1 6+8 1 6+6 1 4+4 7+7 1 7+7 17+7 5+5 7+7 1 7+7 1 7+7 1 5+5 --Stt t•URMULAJ LitLUW TABLE NOTES OUSED IN EXAMPLE 1, SHEET 9 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLE 3 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING. DLO WIDTH = NOM. PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT-13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" TAR[ F C2, Water Limited (+) Design Pressure Sill Riser Total Sill Height Max. (+) DP Allowed 12 1-5/8" See Note 2 13 23f4" +50.0 psf 14 3-1/2' +73.3 psf 15 4-1/2" +100.0 psf 16 5.1/4' +105.0 psf FIG 1: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C2, THIS SHEET. \TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD &SILL AT EACH PANEL MEETING POINT. (EX: FOR C6+1, 6 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P-HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. I- DOOR ASSEMBLIES INSTALLED � WHERE THE OVERHANG (OH) w LENGTH IS EQUAL TO OR = GREATER THAN THE OVERHANG = O HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. ALUMINUM SLIDING GLASS DOOR NOA (LM) jal 10/05/15 DP & ANCHOR QUANTITY TABLE 1, J ROSOWSKI UPDATED TABLE 3. JA 04/05/17 SGD-780 [111 NTS 111 8 OF 18 jC91 MD-780.11 101IR )70 TECHNOLOGY DI N. VENICE, FL 34275 (941}480-1600 CERT. OF AUTH. 020296 COPYRIGHT 8 2017 PUT INDUSTRIES, INC. ALL RIGHTS RESERVED PRODUC r REVISM m ceaupiyl98 With the FbAl, Accep:wceNo 1'7-otrz6.6tj ExF'r0l-2 Date A� z IN �C4- .kl. -- 4'tl0adr Ptddrsf CaeRvd * ; No. 58705''j �7. VIE S70NAL LEN.�. A. LYNN MILLER, P.E. P.E.a 58705 " -M-01 W, NCER-T-illl- EXAMPLE 1: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR-MGUNr--POCKET, 48" X 80" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP B IN WOOD SUBSTRATE. PROJECT DESIGN PRESSURE REQUIRED: +98.2/-108.6 PSF 11' MAX. 4 ANCHORS RPENDICULAR TO THE GLASS 24.1/2• MAX. INTERIOR L? 14.5116' 14-5/16" MAX. 4 ANCHORS PARALLEL TO THE GLASS 24-1/2' MAX. EXTERIOR b 11" MAX. P-HOOK ANCHORAGE DETAILS Q HEADISILLMAY FOR STABILITY OR TO ALIGN A BESPLICEDAS INTERIOR CENTERLINE SPLICED.HEADISILL.EXTRA6NCRORS NEEDED. MAY BE ADDEDINTHEPOCKET _INTERLOCK( 6• CENTERLINE El MAX. OF PANEL OF o 0 I o o 0 0 •+3 ANCHORAGE, ANCHORAGE, SHEET12 SHEET 12 •CB" CLUSTER, EXTERIOR 'C6° CLUSTER, SHEETI3 IZ_ SHEETI3 FRAME AMB SEE POCKET JAMB V REOUIR REQUIRED Q INTERIOR POCKETS INSTALLATION ON SHEET6 HEAD/SILL ANCHORAGE DETAILS ANCHOR PXXX, 3-TRACK PAIR' POCKET BY OTHERS, SEE NOTE 6. SHEET 6 SEE FIGURE BELOW FOR ADDITIONAL ANCHOR INFORMATION. —CENTERLINE— OF PANEL 3 24' MAX. I— '+3" ANCHORAC SHEET END ANCHORAGE (MIN.1 ANCHOR) USER INSTRUCTIONS: EXTERIOR 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS a THE REQUIREMENT OF +98.21-108.6 AT A NOM. PANEL SIZE OF 48" X 80". FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS +1051-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION I Head/Sill C6+3 USING ANY ANCHOR IN GROUP Jamb 10 B (SEE TABLE A), TABLE 3 SHOWS Patoak 4+4 ANCHOR REQUIREMENTS OF: 6" MIN' 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: HEAD/SILL: SHEET 13 FOR THE "C6" CLUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3" ANCHORS LOCATED AT THE CENTERLINE OF ALL 3 PANELS. JAMB: 5 PAIRS OF ANCHORS = 10 TOTAL ANCHORS: REFER TO SHEET 12 FOR GENERAL LAYOUT. P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR GENERAL LAYOUT. . MIN. MIN ) 3 INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 P-HOOK: SHEET 6 24-1/2• FOR PRODUCT REFERENCES, ALSO SEE: O.C. A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYPES. C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. 7-11/16° MAX. JAMB ANCHORAGE DETAILS E) SHEET 18 FOR A BILL OF MATERIALS. 4LUMINUM SLIDING GLASS DOOR NOA (LM) 111 10/05/15 1070 TECHNOLOGY DI N. VENICE, FL 34275 STRAIGHT DOOR EXAMPLE J ROSOWSKI (941)-480-1600 CERT. OFAUTH.If2 VO CHANGES THIS SHEET. a 04/05/17 COPYRIGHT ®201717 SGD-780 : NTS g 9 OF 18 $ MD-780.0 PGT INDUSTRIES, INC. ,� ,}� � �� B ALL RIGHTS RESERVED 6° I I I MAX. M10DUC f BEViSFm m wmytyY�y wlli du FIo.i9i Aooepi•ea Ne Fisgtrr6s D•te�6L'L ISM u.. s -asxesr � �'�: y L10EN�F ••. �(�� ^*. No.587PS *- s'T "'7i`,r 70NAL j,,, . A. LYNN MILLER. P.E. P.E.# 58705 EXAMPLE 2: USER INSTRUCTIONS: 5-PANEL, 2 TRACK, 11 MAX't 1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT = "UTSIDE-CORNER PxXaxXO - _ _ . . __ MEETS OR EXCEEDS THE REQUIREMENT OF +68.41-77.1 AT A NOM. PANEL SIZE OF 54" X 84". FROM TABLE 1, EXTERIOR MOUNT POCKET, SHEET 7, TFIE-OESTGNPRESSURE-IS-+BIIf-80-WRICH EXCEEDS-THEPROJECT-D STGN PRESSU 54" X 84" NOM. PANELS, LAMINATED GLAZING REQUIREMENTS. ANCHOR GROUP C IN CONCRETE SUBSTRATE ` 14.5I16• MAX' PROJECT DESIGN PRESSURE REQUIRED: +68.4/-77.1 PSF FOR CONCRETE INSTALLATION Head/Sill C4+2 USING ANY ANCHOR IN GROUP Jamb 8 C (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: P•hoDk 4+4 NO FRAME JAMB 4ANCHORS 0 o PERPENDICULAR 'ANCHOR STABILITOIR', REQUIRED @ RP THE GLASS 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: EXTERIOR 4 ANCHORS PAIR" HEADISILL: SHEET 13 FOR THE "C4" CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, EXTRA POCKETS PARALLELTO ANCHORS SHEET 12 FOR THE INTERMEDIATE "+2 ANCHORS. MAY BE THE GLASS 5 44" HEAD/SILL (& CORNER: SHEET 14 FOR THE "CV'CLUSTER ANCHORS @ THE 90" CORNER. ADDED IN SEE POCKET JAMB MIN. JAMB: 4 PAIRS OF ANCHORS = 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. THE POCKET o ,y:'. INSTALLATION ON s' MIN. P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET POCKET BY SHEETS 15 FOR GENERAL LAYOUT. OTHERS, SEE 24-1I2° NOTE 6, SHEET 8 MAX. 3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: 6' MAX. TO OPENING HEADISILL & JAMB: SHEETS 3 $ 4 EDGE OF POCKET 24.1/2' P-HOOK: SHEET 6 MAX. 24' MAX. O.C. END ANCHORAGE FOR PRODUCT REFERENCES, ALSO SEE: (MIN. 1 ANCHOR) ' A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. '-2'ANCHORAGE. SHEET 12 B) SHEET 11 FOR SPECIFIC GLAZING TYPE. • CENTERLINE OF PANEL 1 C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. • D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. 24-1rz' MAX. E) SHEET 18 FOR A BILL OF MATERIALS. D.C. 24"MAX. O.C. EXTERIOR INTERIOR ^ CLUSTER, SHEET I3rC4 ERLINE OF INTERLOCK • 145I16 11•MAX. EXTERIOR 7avts•MAX f 60" '.2* ANCHORAGE, SHEET 12 P-HOOK JAMB NOM. ANCHORAGE ANCHORAGE CENTERLINE OF PANEL DETAILS DETAILS PANEL • WIDTH SEE FIGURE ABOVE FOR "C4' CORNER CLUSTER. SHEET 14 ADDITIONAL ANCHOR �CENTERLINE CENTERLINE INFORMATION. 6' OF INTERLOCK �OF ASTRAGAL MAX. CENTERLINE I {.-CENTERLINE I CENTERLINE I~OFPANEL3 I OF PANEL �OF PANEL a�7 EXTERIOR V •+2•ANCHORAGE. +2• SHEET 12 'C4" CLUSTER, —/ SHEET 13 24' MAX +I "+2' ANCHORAGE, "C4• CLUSTER, SHEET 12 SHEET 13 HEAD/SILL ANCHORAGE DETAILS 90" OUTSIDE CORNER, PXX/XXO, 2-TRACK SHEET CNU F'ANCL AINUKUK C/IUtY I IUN, ("+l- ANUTIUKAUC UNLT): DISTANCE TO NEXT CLUSTER TO BE 24' O.C. OR LESS • • CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24', OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: FOR FIXED PANEL. REFER TO.O' PANEL BRACKET DETAILS, SHEET 3 —END ANCHORAGE (MIN. 1 ANCHOR) 4LUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 DORNER DOOR EXAMPLE 3� J ROSOWSKI (941H80-1600 CERT. OF AUTH. 129296 VO CHANGES THIS SHEET. A 04/05/17 COPYRIGHT02017 SGD-780 .g NTS g 10.0E 18 3 MD-780.0 POT INDUSTRIES. INC. �F 8 9- B ALL RIGHTS RESERVED Pr3fN54A: T >;-CtRR%: V;3 2%v 1n­kxa m IY�C�c'y^vi5 PD E*s� 2z C ♦N� ``Ly 11\1 i * No. W705 '*'_ "'7,, 70NAL IEN s` A. LYNN MILLER, P.E. 1.1116' NOM 1-V76' NOM - 7116_NOL1 9116' NOM ... 3116' NS 69LA53 3116 HS GLASS 3116'MS GLASS •Ti .09V PVB ORSG . 90`PVBORSG = .DST PVB OR SG .090' PVB OR SG 3116ANN GLASS 3116- ANN GLASS 3AW ANN GLASS 114' ANN GLASS 7/16' AIR SPACE 3,B' AIR SPACE 3116' T GLASS 114- T GLASS 69 E9 69 69 66 � e7 67 61 OR 61 .6SNOM. OOR 64 .65'NOM (9- - .6S NOM. OOft 66 .15'NOM- GLASS GLASS BITE GLASS SITE Eii OR GLASS BITE MEPiOR BITE a a 66 a 71 PartEK.mmeding Description Material 72 4SG TPS Spacer System73 Super Spacer nXT with Hot Melt Butyl See this Sheet for 74 Duraseal Spacer Materials 75 I )t Edge Spacer m ro GLASS TYPE 1 (WITH PVB) GLASS TYPE 2 (WITH PVB) GLASS TYPE 3 (WITH PVB) GLASS TYPE 4 (WITH PVB) GLASS TYPE 5 (WITH SG) GLASS TYPE 6 (WITH SG) GLASS TYPE 9 (WITH SG) GLASS TYPE 10 (WITH SG) 7/16' NOM. SMS' NOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 3H6' iS GLASS I W tft GLASS .090• SG I .O90' SG 3116' HS GLASS 114- NS GLASS SILICONE HOT -MELT BUTYL � ss STRUCTURAL SILICONE STRUCTURAL 3/16" NOM. ss oR v POLYISOBUTYLENE 114'NOM. FOAM OOR 61 .65'NOM .W NOM. WITH GLASS GLASS WITH DESICCANT DESICCANT BITE SITE EXT. GLASS EXT. GLASS 'R es1ERnR a 60 a 70 ro INT. GLASS INi. GLASS GLASS TYPE 7 GLASS TYPE 8 P4LooPCs B.EI #bH 6a cot6p4psgwwp thsFb7r&,L IsawngagIle KODISPACE SUPER 1.1/16'NOM ++/+� �M AcceftctN Ac4ePIPBccP10� 17-042o•Dy 72 4SG TPS 73. SPACER®NXTT°' 31+6-kLSGLASS 311VHSGLASS �t �t°- s}z-1 �•�� .09P SG .Osv scE-w�-- 311s• L+s GLASS 3I1E Hs cuss R4E7YV (>tyy6jy:1 Cea'trd ALUMINUM 7N6' AIR SPACE 3/6• AIR SPACE REINFORCEMENT POLYISO- DESICCANT FILL AREA 3116-IGLASS 114•T-GLASS �, `moo ANY LYNNM'�,� i BUTYLENE e, "ANN" = ANNEALED �.tCENS SEAL 5116• NOM. 6+ .•' P �� 5116• NOM. SILICONE SEAL O0R 6] .65'NOM OoR 60 .6YNOM. "HS" =HEAT STRENGTHENED tt:' '•,� �: BUTYL& ROLL -FORMED c.NO GLASS 'T =TEMPERED *: No.58705 DESICCANT STAINLESS STEEL � BITE E,nERmR BITE "PVB" = .090" TROSIFOLO PVB FOAM a a INTERLAYER BY KURARAY = O '(i[` % EXT. GLASS 7a74 w Y�� 7z-7, AMERICA, INC. %gyp ••., s A E of i ( EXT.GLASS 71 „ "SG"=.090"SENTRYGLASE) %�Rk, .. •F(ORIDP.•''Gl��� INTERLAYER BY KURARAY i S GLASS TYPE 11 GLASS TYPE 12 AMERICA, INC. ��A�; 70NAL tE?`�� INT. GLASS INT. GLASS A. LYNN MILLER, P.E. DURASEAL® 75 XLEDGE ALUMINUM SLIDING GLASS DOOR NOA (LM) a 10/05/15 1070 TECHNOLOGY OR P.E.#58705 74 SPACER SPACER N. VENICE. FL 34275 GLAZING & SPACER DETAILS m J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29295 eADDEDSPACERS -JR '2d04/05/17 COPYRIGHT©2017 x PGT INDUSTRIES, INC. J(La SGD-780 NTS 11 OF 18 1 a� B MD-780.0 ALL RIGHTS RESERVED JAMB ANCHOR LAYOUT FOR ALL DOORS: 2.53" 6" DIAG. EXTERIOR 24-1/2" MAX 'ANCHOR O.C. PAIR' 5.44" 7-11/16" MAX. 2-TRACK FRAME JAMB ANCHOR PAIR rn ll n� 2.53" 6" DIAG. EXTERIOR 24-1/2' MAX. O.C. 5.44" 7-11116" MAX. 3-TRACK FRAME JAMB ANCHOR PAIR (ALTERNATE ANCHOR LOCATION MIA Head/Sill I C4+-1 -6" DIAG. EXTERIOR 24-1/2" MAX. O.C. 5.44" 7-11I16" MAX. 3-TRACK FRAME JAMB ANCHOR PAIR — 11 1. 117117 2.53" 6" DIAG. L-d 24-1/2.' MAX. O.C. 5k 1l16" AX. I 4-TRACK FRAME JAM EXTERIOR --E�— 7-1 M B ANCHOR PAIR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, UNLESS OTHERWISE NOTED. 2) FOR 3-TRACK JAMBS, ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK. 3) MIN. OF 8 ANCHORS IN JAMB (4 PAIRS). HEAD/SILL 11+1' INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: EXTERIOR 2-TRACK INTERMEDIATE "+1' ANCHOR LOCATION PANEL CENTERLINE 4.1 T' EXTERIOR 2.53" 3.31" 1.66" — (+ 2-TRACK INTERMEDIATE '+2" ANCHOR LOCATION PANEL CENTERLINE —�• 3.31" EXTERIOR 2.53" 4.17- V 2-TRACK INTERMEDIATE +3" ANCHOR LOCATION PANEL CENTERLINE 417" LR 2.53" EXT2" (� �j 2-TRACKINTERMEOOITE •+I' ANCHOR LOCATION I EXTERIOR N5 3-TRACK INTERMEDIATE +1 • ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 2 53"� 4 1 Fr 3.31" `5 3-TRACK INTERMEDIATE ""ANCHOR LOCATION (ALSO USE WHERE "+2" ANCHOR IS REQUIRED) PANEL CENTERLINE 417" 2.53" EXTERIOR 3.31" 3-TRACK INTERMEDIATE '+4" ANCHOR LOCATION 6.06" EXTERIOR V 4-TRACK INTERMEDIATE '+Y ANCHOR LOCATION (ALSO USE WHERE '+1"ANCHOR IS REQUIRED) PANEL CENTERLINE 4 17" r 2.53" 1.66" =:� V- 4-TRACK INTERMEDIATE "+4"ANCHOR LOCATION (ALSO USE WHERE'+3' ANCHOR IS REQUIRED) 4+4 NOTES: ALUMINUM SLIDING GLASS DOOR NOA (LM) 191 10/05/15 1070 TECHNOLOGY DI 1) ALL DIMENSIONS SHOWN ARE BASED ON N. VENICE, FL 34275 (941)-480-1600 ANCHOR LAYOUT m` iJ ROSOWSKI MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. CERT. OF AUTH. fi29296 COPYRIGHT®2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED a NO CHANGES THIS SHEET. fl 04/05I17 SGD-780 III NTS 12 OF 18 MD-780.0 1911 B EXTERIOR 3.31" v PRODUC r REVISED as camplying wflh the Had& L^u:ding Ltttle Acrepeeaee Ns 17-0426•0y avii ejaa dfzte—�2Z 3��f "liSaef ``L Llll llltl/!/ . BONY L...... `''•.,. 't.• L10ENgF'•.�(�� �• : No. 58705 ;moo a 7 E7 r7 .-" A. LYNN MILLER, P.E. REA 58705 HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: INTERLOCK-- { SPLICE LOCATION CENTERLINE I IF NEEDED 4„ 2" 2.53" EXTERIOR 4.17" 2-TRACK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED.'C4') INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 4W3" 4„ o o EXTERIOR . 2-TRACK FRAME 15 (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') CENTERLINE [—IF NEEDED CENTERLINE I IF NEEDED 1.66" I 3.31" 2„ „ o 0 0 2.53" o 0 0 o I $*3" EXTERIOR 4.1T EXTERIOR . 2-TRACK FRAME 2-TRACK FRAME (USE WHERE 8 CLUSTER IG (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, 'CO-) ANCHORS ARE REQUIRED, -CIO-) (FOR SPLICE CONDITION, DO NOT ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR INTERLOCK SEE NOTE USE THIS DETAIL. INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF NEEDED 3.31" I 4" 4" 2.53" 2.53" Fl 2.53" RIOR 4.17" EXTERIOR 4.17" EXTERIOR I3-TRACKFRAME ID 3-TRACK FRAME I 3-TRACK FRAME (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, -C4') ANCHORS ARE REQUIRED•'C6') ANCHORS ARE REQUIRED, -C8') ASTRAGAL OR ASTRAGAL OR (FOR SPLICE CONDITIONDO NOT INTERLOCK SPUCE LOCATION INTERLOCK , CENTERLINE �SEE NOTE IF NEEDED CENTERLINE USE THIS DETA3)IL, 1.66, 4.17' 3.31" 3.31", 0 2.53" EXTERIOR 4.17" EXTERIOR A 4-TRACKFRAME 4-TRACK FRAME (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED. 'CV) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. 3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, USE THE NEXT HIGHER CLUSTER QUANTITY. ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE —T—iF NEEDED 2" 4" o e 2.53" EXTERIOR 4.17" I —I 4-TRACK FRAME 1J (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED. 'CS') (FOR SPLICE ASTRAGAL OR CONDITION, DO NOT INTERLOCK USE THIS DETAIL, CENTERLINE SEE NOTE 3) 3.31" 2.53", o MoEXTERIOR 15 3-TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, 'CIO') (FOR SPLICE ASTRAGAL OR CONDITION. DO NOT INTERLOCK USE THIS DETAIL, CENTERUNE� SEE NOTE 3) 1 3.31" 0 2.53" 0 EXTERIOR I —I 4-TRACK FRAME �J (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED. 'CIO-) ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IFNEEDED 3.31" I 2.53" o 0 0 0 EXTERIOR 4.17" ID &TRACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED,'C12-) ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE�IF NEEDED �3.31" e o 0 0 2.53" 0 EXTERIOR 4.17" J—L 4-TRACK FRAME 1J (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED,'C12") ALUMINUM SLIDING GLASS DOOR NOA (LM) JAI 10/05/15 ANCHOR LAYOUT b J ROSOWSKI NO CHANGES THIS SHEET. .1g 04/05/17 SGD-780 1-,'V'l NTS 111 13 OF 18 9$ MD-780.0 lk$l B 070 TECHNOLOGY D N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Heacl/Sill C4 1 Jamb 8 P•hod( 4+4 PRODUCPREYIM mmaAh(+12wct5 t1:eeB'AtrmEa I1s1AlOg L•'ade AcNettsecc No `.� ,SON......, N,y� * : //••�� No. 58705 * = O K J' 7 17 T A. LYNN MILLER. P.E. P.E.A 58705 HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: 2.53" j 4.17" 2.53" � � �� � II Jtl I 5.11" 4"<- -4 ) — 3.31" EXTERIOR lu 90' CORNER, 2-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. -M _._. _. ERIOR 90' CORNER, 2-TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. -M 2 (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED. • M 2.53" 4" 4.17" 0•01 " — EXTERIOR 80' CORNER, 2-TRACK v (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' C10•) 2.53" --Tl IR FNF•Jfl a 1711 N TOTHE CORNER 1TIONNS: A I P-hook 1 4+4 1 4„ -- 4 I--- 3.31" EXTERIOR 3.31" —4 1'— EXTERIOR N EXT�EI'RIIOR - I\ --- . EXTERIOR 90- CORNER, 3-TRACKSO- CORNER, 3-TRACK 90' CORNER, 3-TRACK (USE WHERE 4 CLUSTER 90' CORNER, 3-TRACK (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER PRODUC C REV1fiRiD ANCHORS ARE REQUIRED. 'C4• ANCHORS ARE REQUIRED,' C69 ANCHORS ARE REQUIRED. 'Cfi') ANCHORS ARE REQUIRED,' C70') )ar-l'm6 vvm tFdiBmms Nmmnga ede AXquRam No 0420.0Ll EaFitaiiva ®etcT2 "i"Y't"'t`ll 2.53 2.53" 4.17" 2.53" ) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. \�.`�1N�( LY_ Nry�M''o,� �O 7( 5.061, .` • 3.31" 2) DETAILS DEPICT ANCHOR QUANTITY AND No. 58705 j� 3.31"W4.17" SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS. BT--,41 3) SILL SHOWN, HEAD SIMILAR. %�O '•, - EXTERIOR �S?. . 4 3.31" EXTERIOR 4" EXTERIOR 4V „�NA� E 4-TRACK � GO- CORNER, 4-TRACK 90'CORNER, 4-TRACK ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A. LYNN MILLER, P.E.9o°CORNER, P.EA 58705 (USE WHERE 4 OR 6 CLUSTER ANCHORS ARE REQUIRED. -CS-) (USE WHERE 8 CLUSTER ANCHORSARE REQUIRED, (USE WHERE 10 CLUSTER ANCHORSARE REQUIRED, -CIO') € ANCHOR LAYOUT foi JROSOWSKI N. VENICE, FL 34275 (941)48U-1600 . 33 NO CHANGES THIS SHEET. z8 04/05/17 CERT. OF AUTH.#29296 COPMGW02017 8 SGD-780 $ NTS 11 14 OF 18 ]191 MD-780.0 B PUT INDUSTRIES. INC. ALL RIGHTS RESERVED P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: 4.17' _ -=OR ALL DOORS: ' 4.17" 11" MAX. 2.53" 4" 4.17' q„ 4.17" 14-5/16" MAX. 1 EXTCEnR7IOR 2.53" EXTEnRIOR 2.53" 4" EXTERIOR EXTERIOR 3.31" 4" 3.31" V 3.31' 3.31" 135- CORNER, 2-TRACK 135• CORNER, 2-TRACK 135- CORNER, 2-TRACK 135• CORNER, 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,ANCHORS ARE REQUIRED,'CB•) ANCHORS ARE REQUIRED,' C8') ANCHORS ARE REQUIRED, ° CIO-) 4" 2.53" 2.53 4.17'04�\� 4.17"XTERIOR 24-112" RIOR EXTERI2.53"3.31" — 4" 3.31" 3.31" 24-1/2 MAX MAX. 135° CORNER, 3-TRACK 135• CORNER, 3-TRACK 135° CORNER, 3-TRACK (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' 96') ANCHORS ARE REQUIRED.'M ANCHORS ARE REQUIRED, CIO- 1 - 4.17" PRODUC. a EVL%ro 4" 2.53" 44„ Luxlln Ce'e axt�e i1h'fdtOGaFbrp ActepL.neNo •0 apmllroi2�1/2 �PlAead ®E-�b 4.13" 4.17" �b MAX. NOTES: �14s^ MAx. oR oR E oR \�\\\'tvILYNN���''�. 5.06"ID 3.31" 3.31" 2.53„ ��: •'' JGENSF '• ;���% 135° CORNER. 4-TRACK 135' CORNER, 4-TRACK 135° CORNER 4-TRACK (USE WHERE 4 CLUSTER (USE WHERE B OR 8 CLUSTER (USE WHERE 10 CLUSTER * N0. 58705 * _ ANCHORS ARE REQUIRED,' C4• ANCHORS ARE REQUIRED•',CB�• ANCHORS ARE REQUIRED, -C10' 1) SEE TABLES 1-3 OF ANCHORS REQUIRED FOR EXACT IN QUANTITY K. THE P-HOOK FIGURES PERTAIN TO THEP7 '72 FOLLOWING 13s•coRNER ANCHOR LOCATIONS: �p.'•. NOTES; '••.FCORIDP.•'• 1 ALL DIMENSIONS SHOWN ARE BASED ��FS ) ON MINIMUM ALLOWED. 'i //11NAIj0\ A. LYNN MILLER, P.E. 2) DETAILS DEPICT ANCHOR QUANTITY � ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR P.E.958705 AND SPACING, AND WOULD BE SIMILAR N. VENICE, FL 34275 FOR INSIDE AND OUTSIDE CORNER ANCHOR LAYOUT m` J ROSOWSKI (941) 480-1600 CONFIGURATIONS. ° CERT. OF AUTH. 929296 Head/Sill C 1 bE Jamb 8 3) SILL SHOWN, HEAD SIMILAR. NO CHANGES THIS SHEET. 4 d 04/05/17 COPYRIGHT 4)2017 PGT INDUSTRIES. INC. Pfioak 4+4 SGD-780 ' NTS 15 0E 18 j g MD-780.0 ¢ B ALL RIGHTS RESERVED in-T FIGURE PERTAWSTO THE FOLLgCW GPC 'KETJAMB (P-NOOK) ANCHOR LOCATIONS: P, IQ a ` --- I o �0--- C4+1 HeadlSill Jamb Pfioak 8 5 INSIDE 90' OUTSIDE90' INSIDE 90' OUTSIDE 90' OUTSIDE 135" INSIDE 135' PANEL SINGLE SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOXIN ASTRAGAL ASTRAGAL BOXOUT ASTRAGAL RECEIVER OUTSIDE 90" ASTRAGAL ASTRAGAL RECEIVER CORNER LOCKSTILE CORNER LOCKSTILE OUTSIDE 135' ASTRAGAL INSIDE 135- ASTRAGAL ASTRAGAL RECEIVER ASTRAGAL RECEIVER _ INTERLOCK INTERLOCK INTERLOCK STILE WIHANOLE i— BOXIN WIHANDLE - BOX OUT W/HANDLE WI HANDLE RECEIVER WI HANDLE WIHANDLE — W/HANDLE RECEIVER RECEIVER _— WI HANDLE W/HANDLE TYPES SINGLE INTERLOCK E F PP K L L TA TC TR TQ TV TW OUT (eOxw) afoul) SINGLE INTERLOCK B P A C C SA SC IC SQ SV SW IN (nOzw) (eoxouD DOUBLE 1 YR GR INTERLOCK RR Y S S FD FC FV FW snL R (Baxom LOCKSTILE D M G J `I `I � /� � WI HANDLE (0=1'uD (HOX IN) InaxoU9 6/ �/ (BOlfn ASTRAGAL BOXIN �T oxl PANEL NOTES: LEFT 41NTERIOR RIGHT 1. SEE DP/ANCHOR TABLES 1-3, SHEETS 7.8 FOR PANEL SIZES $ DESIGN PRESSURE. ASTRAGAL BOX PANEL PANEL w/HANDLE say STILE ERIOR STILE 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. ASTRAGAL T "E" SEE TABLE FOR OTHER PANEL TYPES AND BOX OUT (8axoun eaxOlm PANEL SHOWN. APPLICABLE STILE/ASTRAGAL REQUIREMENTS. 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". e ASTRAGAL BOXOur LR WR WI HANDLEC)C RoxoM teara� SILICONE INS. 9D'ASTRAGAL RECEIVER AT AS DF W/ HANDLE BY OTHERS 5/16" PRODUCT S1 WASHER esc wp13b9wiibt;fa) p OUTSIDE 90' ASTRAGAL CF RECEIVER RECEIVER 94 #8 X 1" PH SMS, hnWingC & 3-TRACK SHOWN; Ezepiance Nct 0 2.6q pimum L" 'UT. WEHANDLRE %� CS vT `�`� FOR 2TRA KUSE2SCREWS >l •`.�- FRAMES & 1/1l3u' Pi'oQI[L4cf➢� ..— INS. 90'CORNER LOCKSTILE RT Cl 4SCREWS FOR ���``AIYILYN 4-TRACK FRAMES \ p1 N ., S0 5/16" x 2° LAGBOLT Q�: •'.P '� OUT. 90- CORNER LOCKSTILE Q T J Q ^ wl HANDLE _ * : No. 58705 PANEL CORNER DETAIL RNERDETAIL - OUTSIDE 135' ASTRAGAL RECEIVER VF SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN--7 '� TE I '••�/�: s5•� INSIDE 135' WF ��T •'•.!cCORIDF`.•'•G,\?\ RECEIVER //s`S/OVAL �� \`�\ )/Il111111%\' OUTSIDE 135' AST. RECEIVER VT IS V W/HANDLE 4 ALUMINUM SLIDING GLASS DOOR NOA (LM} c 10/05/15 1070 TECHNOLOGY DR A IN..EMILLER, P.E. FL P.E.#53705 g PANEL TYPES m J ROSOWSKI N.(941I)-480-160D 75 INSIDE 135' AST. RECEIVER WT WS W)HANDLE aCERT.OF AUTH. #29296 NO CHANGES THIS SHEET. 04/05/17 COPYRIGHT02017 B $ PGT INDUSTRIES. INC. SGD-780 y NTS g 16 OF 18 c i MD-780.0 i B ALL RIGHTS RESERVED I-' - 4.741 5.186 -- I � I 10 .074153� .074 21 PANEL STILE 22 TOP/BOTTOM RAIL -41/2' 2.380 r- 2.380 r- 1.947 f-+-- � 1.081 2.324 2.702 -Y + 101 101 .075 L STIL 24 ADAPTEER 125 583 1.79 ASTRAGAL 28 BACKER PLATE 1 9.000 100 28 TALL BOTTOM RAIL -9" 1.184 239 306 1.084 1.084 I -- I 1---1.084 506 t .045 .040 J I -T^ I �- .1 1 c .090 .090 .090 31 30 INTERLOCK TRIM COVER FRAME SCREW COVER 6.085 8.615 7.443 1.793 �8 r •293 11.144 .241 � .125 � � .847 02-TRACK JAMB 37 CORNER B20 BACKER PLATE SILL MOUNTING STRIP lu;,� O2 2-TRACK JAMB W/ SCREEN O3 3-TRACK JAMB In r- 1.300 �- 5I 125 1.801 09� 1,845 420 O4-TRACK JAMB 374 .090 2.836 I 3 1,- 3.063 �� -� 2.442 29 INTERLOCK REINFORCEMENT 38 P-HOOK 89 "O" PANEL BRACKET .094 2.424 .140 7.205 90" CORNER 1.0001 OLOCKASTRAGAL 1.455 r- INTERLOCK DOUBLE INTERLOCK 25 ADAPTER 26 ADAPTER L i 442 140 1.938 r- L 1.172 .075 •965 .045 SNAP RAIL so 27 INTERIOR BEAD ADAPTER 2.781 1.616 062 2.723 EXT SILL COVER .094 p 835 17 W/SCREEN vl_ 1.045t1.0193051.1.872 050 1.342 .062 .062 111 GREENTTOM 11 �CRESTILEN 114 SCREEN ASTRAGAL 2.026 425 -1-�-�-I 1.521 I .12 90' CORNER .696 I 4.966 RECEIVER ASTRAGAL 7T- I ,p45 .307� 125 �I 11.144 -1 I P-HOOK MOUNT 30765 18 INT-EXT 39 SILL COVER 5.500 L 0904-TRACK SINGLE HEAD k 90 Y3.34:9 L3.359 2.4 .125 32 ASTRAGAL 11 045 1.518� - I _j 693 1 A05 1.495 A 2.099 4 .062 •901 926 ST 8.615 I 6.794 OLOCK ASTRAGAL 38 19 RECEIVER ASTRAGAL MIDSILL COVER ` �'•= _:� _ OTRACKADDON 10 3-TRACK SINGLE HEAD O 2-TRACK SILL 912 f- •782 ' .090 857 .5�,782 50 �J .290r.050 .850 .040L .850 850 I h�- 912 1.405 I 1.495 926 �71169 045 -045 .050 �-� .050 61(Do - -� �I 7.443 ---� 1�1� g 323 -1� OGEE BEAD 62 OGEE BEAD OGEE BEAD OO SQUARE BEAD 65 SQUARE BEAD 66 SQUARE BEAD 09 2-TRACK SINGLE HEAD W/ SCREEN ` O 3-TRACK SILL 1.423 09D -090 � 1--1.048 1.872 1.405 1.495 u i4� II ��61.993 062 � ALUI 6.085 -� �^ 11.853 - I� �_ . `f .045 EXTF O2-TRACK SINGLE HEAD 04-TRACK SILL ASSEMBLY SCREEN SCR RERLEN a AaDD 110 TOP 1131NTEOCK SLIDING GLASS DOOR NOA (LM) JAI 10/05/15 #110. NOTES: 1) SEE SHEET 4 FOR SILL RISERS. ALL DIMENSIONS IN INCHES. SGD-780 JAI .25 m 17 OF 18 om J ROSOWSKI zM 04/05/17 MD-780.0 0i B 070 TECHNOLOGY D' N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. 029296 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED F•RODucf m l�pIJ3 GulAingca Acc laaace Eapfr„^„,ion; LYN/v�yli ` ��'t. •'' �ICENgF '• ���� �� * ; No.58705 �• moo` st �o � �"'SS�0NAL ti:,,l" A. LYNN MILLER, P.E. P.EX 58705 TAR] F n• TABLE D. CONTINUED: TABLE D. CONTINUED: # Part # Description Material 6134 2-Track-jamb -6063 T61c 2 8135 2-Track Jamb with Screen Rail 6063 T6 At 3 8133 3-Track Jamb 6063 T6 At 4 8132 4-Track Jamb 6063 T6 At 5 8118 2-Track Sill 6063 T6 At 6 8116 3-Track Sill 6063 T6 AI 7 8120 4-Track Sill 6063 T6 AI 8 8127A 2-Track Head 6063 T6 At 9 8128A 2-Track Head with Screen Rail 6063 T6 At 10 8124 3-Track Head 6063 T6 At 11 6121 4-Track Head 6063 T6 AI 12 8140 Sill Riser -1518" 6063 T6 AI 13 8139 Sill Riser - 2-314" 6063 T6 AI 14 6138 Sill Riser- 3-1/2' 6063 T6 AI 15 8137 Sill Riser - 4-1/2" 6063 T6 At 16 8182 Sill Riser-5-1/4" 6063T6At 17 8119A Ext. Sill Cover with Screen Rail 6063 T6 At 18 Sl17 Int-Ext. Sill Cover 6063 T6 At 19 8115 Mid -Sill Cover 6063 T6 At 20 B183 Sill Mounting Strip/Anchor Plate 6063 T6 AI 21 8012 Panel Stile 6063 T6 At 22 8014C Top/Bottom Rail 6063 TB At 23 8013C 9" Tall Bottom Rail 60B3 T6 At 24 8104 Stile Adaptor 6063 T6 At 25 8102 Interlock Adaptor (Single) 6063 T6 At 26 8101 Interlock Adaptor (Double) 6063 T6 At 8103 Top Snap Rail Adaptor 6063 T6 AI 8105 Astragal Backup Plate 6063 T6 AI 8192 Interlock Reinforcement 6105 T5 AI r27 8200 Intedock Screw Coker with Tslot 6063 T6 AI 8136 Frame Screw Cover 6063 T6 AI B107C Astragal 6063 T6 AI 8110 90° Comer Lock Astragal 6063 T6 AI Bill 90' Comer Astragal Receiver 6063 T6 At 35 8204 135" Comer Astragal 6063 T6 At 36 8205 135" Passive Comer Mount 6063 T6 At 37 8112 90" ComerAstragal Backup Plate 6063 T6 At 38 8108 Pocket Door P-Hook 6063 T6 At 39 8109 Pocket Door P-Hook Mount 6063 T6 At 40 8141 Screen Frame Add -on (Sill) 6063 T6 At 41 8142A reen ScFrame Add -on (Head) 6063 TB At 42 8143A Screen Track Addon 6063 T6 At # Part# Description Material 43- 1695 1=172"7C1"X3f4'-FlrrSeal-Dust-Plag 44 6TP248 Vinyl Bulb Weatherstrip @ Interlock Flex PVC 45 6TP247 Vinyl Bulb Weatherstrip @ P-hook Flex PVC 46 1644 .187" X.270" Weatherstrip 48 8175 Comer Astragal Seal 49 1270 1/2" X 1-1/8" Open Cell Foam Pad, 3+ Panels 50 5/16" X 2" Lagbolt SS 51 8197 Lagbolt Washer Nylon 52 8153 Tandem St. Sti. Roller Assembly SS 53 8153 Tandem Nylon Roller Assembly Steel 54 #10" X 1-1/2" Ph. PH. SMS @ Roller SS 55 8052 Roller Ad]. Hole Plug PVC 60 6022 Interior Bead 6063 T5 AI 61 6150 7116" OG Bead 6063 75 At 62 8145 9/16" OG Bead 6063 T5 Al 63 8146 1-1116" OG Bead 6063 TS AI 64 8150 7/16" Square Bead 6063 T5 At 65 8148 9/16" Square Bead 6063 TS At 66 8149 1-1116" Square Bead 6063 T5 At 67 6TP247 Vinyl Glazing Bulb 68 1 1643 Foam -filled Glazing Bulb 116" glazing only) 69 Dow 899, 995 or Instantglaze Glazing Silicone Silicone 1725 SettingBlock, 1/2" X 4' X 1116", 85 +1-5 duro. EPDM 1726 Setting Block, 1" X4" X 1116" (IG), 85 +/- 5 duro. EPDM Super Spacer nXr with Hot Melt Butyl Composite P Duraseal Com osite Cardinal XL Edge Spacer Composite 710X:3<IPPSDAX #10 X 3/4" Ph. PH. SMS @ P-hook SS #8 X 5/8" Ph. PH. SMS @ Single Interlock SS 82 #8 X 3/4" Ph. PH. SMS @ Double Interlock SS 83 71OX115PPX #10 X 1-1/2' Ph. PH. SMS @ Astragal SS 84 1155 #8 X 1" PH. Quad. SMS @ Main frame SS 85 72087K Jamb Bumper 86 76X38PPAX #6 X.375" Ph. PH. SMS SS 87 4385 4 Hole Bumper Stop 88 78X38PPTX #8 X3/8" Ph. PH. SMS Steel 89 8193 "0" Panel Bracket -12" long 90 #10 X 3/4" Ph. PH. SMS @ Bracket to Stile SS 91 #8 X 3/4" Ph. FH. SMS @ Bracket to Frame SS NOTES: 1) ITEMS # 47.56-59.75-79 8 92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. Bill of Material art-#— Description— Material 110 4317 Screen Top Rail 6063 T6 A 111 4316 Screen Bottom Rail 6063 TS At 112 4319 Screen Side Rail/Lockstile 6063 T6 At 113 8152 Screen Interlock Adapter 6063 TB At 114 4344 Screen Astragal 6063 T6 At 115 7SRAZ Roller Nylon 116 7SRAX Roller SS 117 1/4" X 1" MS @ Tap Rail SS 118 1/4" X 1-1/2" MS @ Bottom Rail SS 119 Screen Lockset Steel 120 653 Screen Lock Keeper Steel 121 1179 #10 X3/4" Ph. PH. SMS @ Keeper SS 122 1793 .270" X .150" Weatherstrip 123 1692 Screen Spline-.165" Vinyl 124 Screen Cloth Fiberglass ALUMINUM SLIDING GLASS DOOR NOA (LM) IMI 10/05/15 PARTS LIST 1m J ROSOWSKI NO CHANGES THIS SHEET. JA 04/05/17 SGD-780 III NTS 111 18 OF 18 IhI MD-780.0 Iar B rRonuc r to€Ylsero a trw'p� with fire Flxtk- an inG da �•0� €><pUaN.s Oatc�o2Z s� 1' LYNHM ' 1NAL IEN.��� A. LYNN MILLER, P.E. 770 TECHNOLOGY DR P.E.#58705 N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED M SCANNED I-DADEBy Sit, Luds County .MENT OF REGULATORY AND ECONOMIC RESOURCES (RER) AND CODE ADMINISTRATION DIVISION :CE OF ACCEPTANCE (NOA) PG Industries, Inc. 107 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 . www.miamidade.gov/economy Thi NOA is being issued under the applicable rules and regulations governing the use of construction mat rials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pro d uct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Ha ng Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Co Tol 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 fail to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ ma�, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RE reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Sect on that this product or material fails to meet the requirements of the applicable building code. Thin product is approved as described herein, and has been designed to comply with the Florida Building Cod , including the High Velocity Hurricane Zone. Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. AP a ROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", she s 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and ealed by Anthony Lynn Miller, P.E_, bearing the Miami -Dade County Product Control Revision stamp wit „ the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control MI�SILE IMPACT RATING: Large and Small Missile Impact Resistant L II ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, rno 41.11series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise note' herein. RE WAL of this NOA. shall be considered after a renewal application has been filed and there has been no c I tange 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 tlIe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of a y product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cq ply 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 disp yed, then it shall be done in its entirety. INS ECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dist1butors and shall be available for inspection at the job site at the request of the Building Official. This'NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. I olo E117 NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 Page 1 A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines" sheee by through 11 of 11, dated 04/12/13, with revision lledat d 06/06/17, prepared manufacturer, signed and sealed by AnthonyLynn TESTSform Static Air per FBC, TAS 202-94 I. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Large 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ass door, along with marked -up drawings and installation diagram of a PVC sliding glass lass door, using: Kodispace 4SG TPS a PVC fixed window and an aluminum sliding g acer system and XL spacer system, Dllraseal® spacer system, Super b e Fenestration on Testing Laboratory, Edge` spacer system at insulated glass, prepared Y Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed .and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. X 6 0 94 14) 2. Test reports on: 1) Air Infiltration Test, p FBC, TAS 202-er FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading p 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 Inc., Tean st Report No.uminum ed window, prepared by Fenestration Testing FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) per FBC, TAS 202-94 3. Test reports on: 1) Air Infiltration Test, p o per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadinr, p 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 203-94 5) Cyclic Wind Pressure Loading p aluminum along with marked -up drawings and inLion di oryam of Tean Repos No fixed window, prepared by Fenestration Testing FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M. Plasencia, P.E. Pr uct ContrUnit supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 C. E E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6" Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. E-2 Jorge M. Plasencia, P.E. P uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 F G Indus NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105 01) OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to POT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 PRODUCT REVISED GEt✓ERAL NOTES: SERIES 1201820 IMPACT -RESISTANT DESIGN PRESSURE RATINQ IMPACT RATING AeaU.1,,S Irua wIN No FbAda FIXED WINDOW VALUES, RATEOFORLARG ILSMALL NQA-N0. 17-0614.11 1) M I PRODUCT HAS BEEN DESK D A TESTED TO COMPLY VWH SEE SHEETS 2-S MISSILE IMPACT RESISTANCE lAPbatlaa a 02J192019 THE REQUFENENTS OF THE FLO ABUODING CODE. WMUOING THE 48'rP-TO-TIPWIOTH B HIGH�IELOGTY HURRICANEIANE } - WSLICKWDTH +{ 4B'BUCK YADTH Mla aP act 4r BUCKNt7T11 -•-1 2) 5f1UTTER9 ARE NOT REQUPt® USED W VAND�OR.VE DEBRIS L 45.1H'VISIBLE gEGIbNS.FOfi WSULATE0 GlA59 ALLATIONS ABOVE W IN THE 44-llC NSIBLE -..-I 411/4'VISIBIE HVFIY THE OUTBOARD LIIE (CAP) SiTENPEREO. UGHT WIDTH li LIGHT V4.DT.1 -•-II LIGHT WIDTH S A1lX F-i I� CMAX. I F. SHEET r'- rNAIL ]j FOR MASONRY APPUCATONS 14ND=COUNTY. USE ONLY B. SHEET ,SHfxTT H SMEET9 MIA VDADE COUNTYAPPROVED YAKCHORS.MATERMLS USEOFORANCHOREVALUATIONS4 RESoU ERNPiNE.ASTMC9O I i CONCit-TE MASONRY UNITS AND(r, CF.ETEVHTH M KS! PER ANCHOR TYPE I C A C E.SHEETSI I E. SHEJEiB 4)AlL W000 BLACKS LE93 TI WJIIYTMIX ARE TO BE CONSIDERED A S11fPT6 �' SHEET7 SHE9TT C. SHEETS G. HEET9 JR-089N17-UPDATED 1X INSTPLlAT10NS. 1X WDOD BUCARE OPDONALIFUNRIS I HEIGHT I I BUCK I I ANCHORAGE 1b FBC 2017. SHEETS BUCK 9e INSTALLED DIRECRY TO SUBSTR71#E \NCO BUCKS DEPICTED AS 2X -.Iucc , ? ARE1.I1 THICKORGREATER 1 MMICKS(VMENUSEDISHALL — - — - — - — j 911/4- BEDESIGNED TOPROPERLY TRIW FER LOADS TO THE sTRL'CPJRs- L92-1M' -L 1---•--- �_--_---- W000BUCKDESIONANDINST TONISTHERESPONS®LLil' 1Y py�• VISIBLE 1r MAK. / 91"" / VLIGHT ISIBLE OFTHEENGINEER.(EOR)OR CTOFRECORD.(AO% O.G I / I LIGHT D.C.TI VISISIE 1 I / HEIGHT / HEIGHT I I LIGHT 5) ANCHOR EMBEDMENT TO �T-111AL SNALLBE BEYOf-ID WALL I By HEIGHT UCKUC m Y U DRE SING OR STUCCO. USE ANC RSOFSUFFICIENTEMBEDMENT. TIP -TO i I eGH W a N OW JOINT SEAIANTIS USED All FOUR CORKERS OF THE i I 'HEIGHT AAE�R���{{ I TIP FRAME.DISTALNDON ANCMOft4 WLD eE SfILLEO.OVERALL HEIGHT O.C. O a N o S-lT% T NSlN1GSTRATEGYF WATERRESISTANCEOF I I N ala0 0 W INSTALLATION SHALL BE GONE BV THERSP ES IS BEYOFID THE SCOPE I I I OF 711ESE INSTRUCTIONS. 1 I� 1 I � L Oj tin N N e) MAX. 1/a• SHIMS ARE REQUIRED T EACH PNCHORLO T:ON WHERE T ' I 1 O J E.ta Z THE PROOUCTISNOTFLUSHTO SUBSTRATE. USE SHINSCMABLE } I e ,�- 12•uAX.00 T F.9HEELB I I Sui m Ra W OF T4WVSFERRWO APPLIED WAD . WOOD BUCKS, BY OTHERS. MUST I `-SHEET{ F� ti MA%.O.0 MAX SHEET I . 2.M J {I SMEETB I O U o N BE SUFFIOENRY ANCHORED TO bT LOADS IMPOSED ONTHEM BY CMA1C SHEETS ---""""'III SMAX.OL I, Z roN THE�WJDOW. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION c > z SAD T)DESIGN PREssuRFa• ELEVATION (TESTED UNIT) ELEVATION RESTED UNIT) {TESTED UNIT) i m $ O A NEGATNE DESIGN LOADS RA4 ION STRUCTURAI/CYME TEST ¢ ¢ O PRESSURE FRAME ANALYSIS AND PER pSTM Et]00. J 7 B.POSRPJE DESIGN LOAM BA9Ed WATERTE9TP2ESSURE, FIGURE I: W STRLICTURAU CYCLE TEST P RE FRAME ANALYSIS AND GLASS GUDETOSHEM: 1r O.G SHAPESASSHOVM BELOW OR SIM2AR MAY BEUSEO BY WSCRtliNO TFE SHAPENABIOCK PER75TMS,=. MNC AND OBTAINING DESIGN PRESSURES FOR THAT BLOB( SIE FROM THE TABLES ON SHEETS 2.5. 1"'6 R DESIGN LOADS ARE BASED ON OWAB.E STRESS DESIGN.0.5D. GENERAL NOTES._.---_1 />_ ANCHOR SPACING TO BE E-AXMOM CONNEERS AN01r D.C. NJOL FOitALL CURVEDF ® ��" Z W N ELEVAHONS.��_---..-.- I / `' MEMBERS. SEE FIGURE I, THIS SHEET. F 3 r = e)TNE ANCHOIUACE METHO05 HAVE BEEN PsIGNED TO GLAZING DETAILS._..__-2-5 RESIST THE WtNDLOADS CORRE i ONG TO THE REQUIRED DESIGN DESIGN PRESSURES— 2-5 1r O.C. I- —WOTH W97M --i I-.-wDTH—I F- Z Z ro>s PRESSURE. THE ]HAIL STRESS EHAS NOT BEEN USED IN NSTALLADON, FLANGE___ 8 MAIL / -� (-' - - - - - 1 T - r THE DESIGN OF THIS PRODUCT. 1.6 LOAD DURATION FACTORWAS INSTALUTION,EWAL{EG.�7 L L ' USED FOR THE-cVP1.WTON OF AN HORS INTO WOOD. MCHORS THAT INSTALLATION. ANT. FNA_.__.B I R ❑ W rm COMEIMO CONTACT WTM OTHER OISSINAIAR MATERWSSWILL MEET INSTALLATION. I.T. FIN B____.9 'F`/C / I I = I O THE- OUDIENENTSOF THE FL O 0.BUMINO CODE FOR CORNERASSEMBLY._.._.___10 a i___�I I I I Z I I LL f7 dd CAR OSION RESISTANCE EXTRUSION PROfILE3.__.___11 �. PARTS LI57.._.__._.__..•__._tt L 9) R ERENCES: TEST REPORTS-]B]5.78504. T21Y. ELCO r 1 IIItA LILT CON NOIV ELCO CRETEFLEX NOA; ANSUPF3PA NOS FCR •e•. c 1• 1 �MTH—�-I :�- WIDTH �"i F WDTH � I I-- WDTH 'i -'--"---.........,..I .,....,E�,.,.,..e..,,el -•- r- - - - - T- t-�_ - Tr 7�'i T r TC Y LYN .oN .. .. Ne.. .. I ........,........,,..�... 10)T`iE 1109ERIES USES PVBI USES AN SOINTERLAYER. THE TH REFERRED AS E 701 SERIES. YER. THE 820 SERFS WD320SERJESMAYALSOBE 1 111e Lem1 I6'M•ABe PVB•Ytere) 2 z NIeL.M ,eHs•.mevr3-]Here) ] C Jtr G • aI Z II I "�' �' w 4Y;:•itcEN ••'P '� ND. 58705 - _ COPES/STANDARDS USED: (FBC). BTH EDfIK7N STFt EDITION I oCDNBTRIIGTON ] 1-tDe lmnl.D IeT-TItEAtr-Yte M-.09e PVB-LIB HS 4 1.V16'LanL K: IeT-Ilte Atr •5�1E re-.0m•PVB-Yte HSI ] 8 Tfte tmi 16-M•D9e 50•Y18'M 4 8 TAe IAntl le HS-.09D• SG -2/1C 16 S T 1.1lte 1-1 0 teT-TA16'Ah-1te M-.p90'9G-L1eM 4 0 1•tAte la.4.0 ,o T-iA1e Atr-Ylere-.D9e 30 -11e HS 5 .._ MOTH +{ I--1''DTN--A - T r' - - - - - - T• r - � W � I--WD1H +i T f- - l I I� f"' WDTH --i r �1 � FAO: ��'-F :•4(7� (f/� �(( •' F(DRIDF• \� '''ss/••......%�N(>``A� �i1�TONAL 1111\ •2011 FLORIDA BUILDING CO •2014 FLORIDA BUDDING CODFBCL •/STEM E190049 •gNSVAFAPA ND93015 FOR XW20ts •S .[• . URARAY SEMRYGLAS IMERLAYER'BY KURPRAYPNFRICAINC. Z I I I pyg•v•KURARAY TROSIFOLm PVDINTENLIYER'BV KURAILLY MIERICA NC.0.LYMIYLLER P.E• L PFJ SeTaS OEM �- mKxm�� �m IO����mmizammmaxNORM 10®�A' 1�-------- ID®�11�--��---- ICl•��11�-------- 0 • p�IM1 ®ommm �- �0 MUNW11®-------- R16' LAMINATED GINA .�— oSP m OITERLAYER Lto HEAT STRENGTHENED GLASS 3NS ANNEALED GLASS v� USED CURIF_0 " _1 'NAME MENSERS ONLY 29 ®11-7AI'D.C.M 1-3 57 GLASS BITE I �— LONO SIDE --+� r / SNORT E%TERIOR SIDE Zp 13 q i L GLASS TYPE 1 G'JLSSSTACK L16' TEMPERED GLASS 711VAIRSPACE it 5 USED AT CURVED FRANE MEMBERS ONLY 29 ®11-775' O.C. MAK 13 EMRIOR a21 GLASS TYPE 3 1)BUCKDWENSIONSS o.B FLANGED WINDOWS. SUBTRACT I•FROM THE TIP-70-MP DIMENSION TO DETERMINE hP BUCK DWENS.'ON. Y) FOR SRES NOi SHOWN, ROUNb w To THE NEJRAVNLABLE SNORT OR LONG OWENSKIN 3) FIJR MO1rtECTUHAL WPLD0 .•FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WTTHW. �- LONGSIOE —+-� SHORT SIDE L TABLE DIMENSIONS MAY SE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN 1 GLASS STACK 11S'HEAT %STRENGTHENED CLASS — NC ANNEALED GLASS o eVS SHORT �IWERLAY SIDE GLASS BLTE LONG SIDE 3 SHORT 1 GIDE PRODUCT REVISED pry iwiM OUI1JTng Cad INa Ff,dda NoA .. 17-0614.11 E.p`— Data OW19f201S eY _ Miam o v act Con4o NO CHANGES THIS SHEET. n Y U w a,d O C7 N aloa N K Opp W Ir z z W Ux Um 8� B o 1 w 1 .> q�q` (O'J Axo o z v E z O m 3 M o m N F z W I0 O U) N w N F z gZzU, =� :a q =�'O,�•• sfA 5 1� .- lC ••.. cORIOP.. '�'SS�UNAL EN�:``• '''1411I 1111` ALYNN Ulm UP£ P£e SB>W ■ ®>�onr� of o00 ��®®aaaa�aaaaa��rr�aaaas� mm®��rra�rr��n=1mmaaaa��r0���roaaaaaaaaaaa n�ro�rc�ra=a � a . 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TWS_ FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE "10i THE OVERALL DIMENSIONS 00-LETELY FIT WRHIN INTERLAYER MTHEATST ED (PASS I •""-"•""' a^ 11 USED AT CURVED F'fLAMEMELIDERS ONLY SB' @ i1.71W O.C. MAX. GLASS TYPE 2 '1-VtB'NOM. GLASS STACK 7/16LA.MNATH1 I _ I GLASS STACK 31W HEAT STRENGTHENED GLASS 3/ITTEMPERED GLASS 2(16•HEAT STRENGTHENED GLASS iS 711S AIR SPACE ,Dgp• PVB INTEBAYER 11 5 ED ATCURFRAME BE S6n MEMBERS ®USf MAX GLASS BITE-wD..C. 1a EXTERIOR a 21 13 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWTL LONG SIOE I LONOSIDE SNORE 510E I� "��\\\ SHORT L IIIII _ SLOE +- LONG SIDE j SHORT II {`� LONG SIDE l SIDE L 1 SHORT SIDE PRODUCT REVISED e`.n`a°I:IBP�eawltn m'rT°`ta' NOa-No. 17-0614.11 B plma ,Oat 02119/2019 By Mia a ru 40 NO CHANGES rHIS SHEET. 3 e7 Y U > ❑ v 0 O o n > � O N H =:i1 e m7 p m OJ m tlJ N U m n Z B Z U Ul ea J w O UcsO m FW- w 4 > o Z N �zm LL 3 w O 6 6 C Z a K � W O 0 UI Z Z O zFn r0 Lcw L O as ." ONY LYN,y,�i •,,� 'l�'. -��cENBF ••.�S ` * : No. 58TD5 :. glum mm9momfim ®imum011203111 �:�Ik7��s����� mumam Wmdow Oeslgn Pressure (+!-, pfl f.T Glens Typ. T a g (nl 6]-7�e 7z 1 79 99 9{ 69 9. 19u 161 199-trs 3p •9W-13D +9D'-13D a901-130 •X-1126 •9tl-1228 •9N-119.a -1 •90%118.1 •9W-117 .9N-11Ya •9N--7 32 +90/-139 H01-173.1 a9N•11&9 .9y-119R +91V-111.5 •90l-4oS.7 •9N-1D1.3 •901-1029 •9N-1@ .-M.7 a9N-ta1.9 •9Na9.] 3d •9.'-123., '8D'-t leA •9N-111. Me'-1975 -1e3.9 a9tJA5.3 .WI.9].1 .9W-W9 .199 ]9 3B .9W-11a •90l-1/1.2 •90'-109. •9B'•103. •90'-1098 •9W-91A •9N-100.s •901-81 •99R99.a .90I91.1 8S3 ••(aB.2 H JO •181.9 •1a7.3 H81.9 a1a1.9 a!•79.d a/d2] •I-Tfi9 -H. /dl] •/-74] o b •9D'-109.9 a9d-09.6 HO/A3.A +PW-Ml a1A7.2 •1a4 +1a0.5 •1-7&1 .,.as •I-739 a/-79.9 f-Tu •/® •9d-103.2 +Wd W. °9D'd12 7/a7A Ha4 H-0O.6 N-T7 +1-7i1 •/a5] 49 46 .9Na9.7 +=0 .5 •9b93.1 +90'913, Ha9.1 +1472 Hag] •/63] -A •T-n.2 +17].B H-75A 1 a11- .1-71.7 1•N0.3 1 -1 •/67s •1a5.1 H 9 y 1 49 50 +9w•933 •90l411.1 +I89.8 •la'].a .I86A ala3.] -1412 •1-T9A •N7.2 H-15.3 1 ./-713 1 .171.3 •Ia9.5 H47.5 •FaSa 9z 51 •1a9.4 Hals Hass +la3A Ha19 •I.799 H-77.7 N-)B awns aJ_71A .IEss 5a a/a5b Ha1.9' H-7].3 H-n.a 41a A •I.73.6 09 al-n.B •N4 as n] W7la 7/44.9 711E LAMINATED Lr- GLASS STACK .C9E SG INTERLAYER �3NE ANNEALED CL7LSS 3/IE ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS MY 29 so 911-IIB•O.C.MAK GLASS ETE. WHO SIDE 1-2 r EKTERIOR I SSIDE L.� ZO 13 SLOE GLASS TYPE 5 L F.- LONG SIDE --�� SHORT SIDE iAliLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY PS SHOWN. 1-111E NONL ��....JJ GLASS STALK GLASS TACK GLASS STACK L76• TEMPERED CLASS I 3Ha ANNEALED CLASS 311E ANNEALED GLASS 7/1E AIR SPACEI SHORT . 11 5 �- USED ATCURVED FRAMEMEMBERSONLY L29 }-� �- ® I I-TIV O.C. MAX �I GLASS BITE 1.2 IDNG I � � SIDE ErrEROR 21 ,3 GLASS TYPE 7 SSIDRT I __ SIDE '.SIGNS SHGVJIV.FOff GED WINDOWS, SUBTRACT I•FROM THE TIP-T0.mP DIMENSION iO GETElUf1NE THE BUCt(OIMENSION. OT 1.11 ROUND) PTO THE. AVAILABI.ESHORT ORLONGDIMEHSION. ECTURA. WNDOWS' FIND T1E BMALLEST WINDOW 61ZE IN THE TABLEABOVE WHICHTHE OVERALLDIMENSIONSCOMPLRELY FITNTHIN. APPLIES ONLYTO SAND EOUAL-LEG WNDOWS. 00 NOT USE W1111 FW-FRAMED WINDOWS. PRODUCT REVISED pl■I� Mp Me FlOTida Budding Cade NDq-Na. 17-0614.71 NO CHANGES THIS SHEET. d S2 U N n ❑ 999 � O g w =Z LL m W w o ❑. F- W o C7 Mi+O �n>y p2 Z O Z s ?i ❑ N LL 3 w o a 51 O Z N r € ❑ Z Q Z w W 5 o a Z NN z ❑ LD R°y U X w as lL ❑ ``� �NGNY LYAfly�i.,� P: P *..� No. 58705 ^ =AO�'•. A � F� : • (vim: %�NAL_ ENG``• ''77n1nnt`• mmm 12=1 IN ocr- FOR FLANGED WRA)OWS, SUBTRACT,' FROM THE TIP.TO.TIP DIMENSIONTOOETERMINE THE BUG( DIMENSION 1ND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. )WS. FIND THE SKULLSST YANDOW SIZE IN THE TABLE ABOVE VMICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 'O FLANGE -0 EWAL{EG WWNDMVS. DO NOT USE WITH FI� WINDOWS. 1-Inv NOM. 7N LAMINATED GLASS STACK ---.-I _ 7.116-LAMINATED 'ASSSTACK CLASS STACK .WO.50 iTERLAYER Y1C 2SS MPERED GLASS MI6' HEAT STRENGTHENED GLASS 0116'NRITE \� 111WHEATSTRENGTHENED GLASS SIRENOTHENEDOLASS TAG AIR SPACE 3H6'HEAT SIREN NED GIASS .W1P SG 0lTERLAYER 11 I 1 11 6 USEDBE CURVED USEN IE CURV°� FRAME M1IEMBERS ONLY SId• SIB' FRAME MEh1dERS ONLY 29 M1WfC I GLASS BRE GLASS BILE ®1f-T/B-O.C. MAX yl E%PO I EXTEMOR 20 i3 (3 `tf ,7 GLASS TYPE B r GLASS TYPE 8 TPELE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY lLS SHOWN. LONG SIDE r— LONG SIDE d F r:� SHORT SIDE J___ � � SHORT SIDE �- LONG SIDE SHORT L G SIDE 510E SHORT SIDE PRODUCT REVISED p"y wiU Me Ff.". B.Ildl,B Cade NOA-No. 17-0614.11 NO CHANGES THIS SHEET. n Y U III A .» v N a a n •:� O m 0 A � O: cm AB r Z L. 8 Z i W •vD O V Ba O F Z m j aN W 1. Z 5K0 o Z m s 0 N j m O F- W In W I»4S Y z D t O fD Z W ry� � Z � 0 a 0 0 z �a u W )C III�aa LL O a, ...aaaO aauaS .......... ` .ti�GNY CYN7y�/., -FA _ �.. N0. 55705 - ,Ao�; i F'-•, Aj ORIGA i'�•1��� •SS��NAL . .. n I ♦ IYNN NLLER. P.E. P.E..105 INSTALLATION TYPE A TI0.T0 TW WNDO HEIGHT BLE LIGHTHT UG 'EIGHT. WINDOW euoK IGHT- M 2.YV 2-va EMBEDMENT 2X WGOD BUCXSTRIP EDGE — /—ORFRAMINO.SEE DISTANCE I / NOTE 2. THIS SHEET 1EMBEDIENi GT EDGE DISTANCE . MAX SHIM '. ANCHOR TYPE, IEDMENTANDEDGE rANCE PER SUBSTRATE •, _ TABLE B. THIS SHEET _•. XIR4ED .WI RS ONLY 7.C. MAX PONCRETEICMU PER ANCHOR REQUIREMENT 17I• MAIL SHIM STEEL SELF-ORA.UNGSMS MIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING I �y 'I EXTERIOR 10, MIAM1-DADE APPRCVED MULLION (BEE SEPERATE NOA), ALUANNULK P1 STEFRAMING OR STEL STUD. SEE SUBSTRATE PROPERTIES. TABLE S.THIS SHEET PRODUCT REVISED 9u1.—PTtPd Arlen — FIPHaa INSTALLATION INSTALLATION EMBEDMENT NOA-No. 17-0614.11 TYPE C TYPE B EKP1.0— Dam 021192019 — EMBEDMENT IXWOOD 8UEECKSTRIP, SNOTE 2. THIS SHEET py MT•m.OPae 1I4• MAX I SHIM TYP, ANCHOR TYPE EMBEDMENT AND EDGE EDGE PER uBsrRar_. DISTANCE SSrANCeis � EETABLE � I I r-IIVMAXSMM 1X WOOD BUCKSTRP. SEE NOTE 2. THIS SHEET • CONCRETE PER ANCHOR REQUIREMENT EDGE •TYP.ANCHORTYPE,EMBEDMENi )ISTANCE ANO EDGE DISTIWCE PER SUBSTRATE SEE TABLE 4 THIS SHEET Y 11 • EXTERIOR \ A fL 17 •a VIWLEUGHTYADTH= S 1 WNDOW BUCKIMOIN-bW� •, •: WN00'W BUCK WA)TH CONCRETETMII TIP-i0.TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A SUBalraa Ohlarc�n Mh Emhedre 1 9p=oNp 012Ar@14 Ala SS S._ Pwlam PmerswB ) I >z' A1mva°n'6o6]-15 mN' AMS a 1e a.--• 2 1T 91ca 91W, Dr. ]S mIL o.91A (19 (ia)• 1Y .21 M4 SNa Scrtr (OS) P.T. SaAInm PhaRwa55) %IB' 1JlS tT AlvnAam, �61T3 m11. LC DART • fi A9ssaa yr a1191•• IT slna slm, O.. v min ve• D.ur le OAI • >r VP AID BB GvIeFlet UIpmNAA CMV, TM G90 z-llT 1-W 1i mrc2lr ma1.12s lap r lye s IN•slaluwAa, Corcrtte wh 233 tab 1• 1•LS ti D°"aRm("�'•2.35ten znrr 1.1? Ir UpnrAN LMU, (ASTM G90) 2-lli I- tr rAoutea cMu, sTM ras z-I? I-va• IT srw St.H U__ Gnemm (Mrt if kaB I-iIA• 1 aJP 1T CnuteB CMU, STM G9a 2-11T 1JIP IT •UNGROUTED CMU VALUES MAYBE USED FOR GROUTED CMU APPUCAT MNS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOCO BUCKS DEPICTED ON THIS SHEETAS •IX•.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1•I W.1X WOOD BUCKS ARE OPRONAL IF UNTT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS'W ARE I- IX THICK OR GREATER INSTAUANON TO THE SUBSTRATE OF 1W OD BLCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED BYAUTHORIIY HAWIOA1R6DiCRON. 1 FOR ATTACHMENT TO YETAL• THE STRUCTURAL MEMBER SHALL BEOF ASIIZE TO PRONOE FULL SUPPORTTO TIE WNDOW FRM1P 4.IF APPUCABLE. LOWER DESIGN PRESSUREFROM FrDHER WNDOW OR UUW ON NCA APPLIES TO WHOLE SYSTEM Weoial afh Fr Yin. F, 9 1zoW 410 9Seiw ba.r Sala Haut Doe IAraCxD SSW In la HS AOaaFW® RTAIB 199.1W WG1TI13AW=rm AY 9bd 10 lJ 2x la NO CHANGES THIS SHEET. � U p � a O •� � } .Im O U• N N K 0 J O Z B n Y z ^8 w g (=j U o Q a O 5 1W-• z Y � � U DO W n > z o 2E p 3 o I Z O ® z g rs o z C n 76 Z HAS Z_ 0 � LL LL a 3a aril '�ra(I as .�`��NY LYN/yII• 0 �E '•o''••�/�: '•ASS/ONAI• E�;C`�� rr 11f 1111155 A LYNN u1LER PE. P.E.NSMM INSTALLATION TYPE E WINDOW BUCK HEIGHT ZXWOODBUCKSTRIP EDGE FRAMING. SEE DISTANCEE 2.THIS SHEET EMBEOMEM INSTALLATION TYPE G I ' EMBEDMENT .J� y{ _ 1M• MAX ISH0.1 �� 6 INSTALLATION TYPE F 1X WOODBUCKSiA1P. SEE NOTE 2, THIS SHEET TYP.GE DIET NCE PEMSUBSTR TE.EDGE STALE PERS94EET TE5j* SEE TABLE 9. TH195HEET DISTANCE _ I .-. TYP. ANCHOR TYPE. \l'—EMSEOMENT AND EDGE DISTANCE PER SUBSTRAT SEE TABLE 9. THIS SHEET USED ATCURVED FRAME MEMBERS ONLY M 11-1APO.C.MAX 11P STEEL SE .RILLING SMS (G5), SEE TABU 9. THIS SKEET iNSTALLA' TYPE 1 EXTERIOR .• •:. 4 1� L3SIBLE LIGHTWIDTH a 5 Cow I f WINDOW DUCK WIDTH-2�N' ANCHOR PER ANCHOR REQUIREMENT WWDOWEUCKWIDTH -TI HORIZONTAL SECTION C-C TABLE 9: MWVI-DAOE APPROVED MULLION (SEE SEPERATE NOAL ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9 THIS SHEET OR PRODUCT REVISED pl gwm UA florMa Boil g de EMBEDMENT noa-no. 17.0314.11 BaplmflO Data 07JI92019 Mlaml-Oa roaun co EDGE DISTANCE •• NO CHANGES THIS SHEET. • m U CCNc PER ANCHOR > L, N "•'a REQUIREMENT p H 5i a O ^ 0 Amlor SiAseate N11n EdBa Dblelan Mh EmledmeN N' O.C. SpacYp 01z m M4410 SS S,m P.T. SOMeem PYm (S W D.55) 9I16 1 6' 12' 60wd mil Wr D.DB] 1 61eeI SM, Gr. ]] mh 16• 0.014' 1B Ga) 1i 012 er 614 Steel Semn(W7 P.T. Sm4aNn Pure (SG=0.55) BNB• 1-]rB' 1z• Af—�v� nmh LB• 0.06]'• 12' me Sl e1 3 O.Om• • 12 s stud, Gcbmn WB• D..a 160,0• IS Vd• a10 9B CmmFme UOmuled CMU, (A51M (J10) 2-10 1-1ra• li Concrete (mh A]9 YaD 1' I-V 1Y 1N'steelumawn ConcMe (mh 2&9 Yai) I• 1AYT iT Canemm(min 2.85Mil 2-V7 I il' Ir UrymUt4d QMD, (A9TM CAD) 2-112' 1-1N' li IWotAN CMU, (A9Tt CA01 2-117 1-WC 1i Y1C SleNI LMmeon Cmcnm mh ].9 MII 1-Lr4' IJr4• 1T Geuted CMU. ASTM OBO 2-tll I IIt /I i •NBN.OUTEDC XVAI.T MAY 95USED FO GROUTED MAX SHIM VNGROUTEO CMU• VALUES MAY BE USED FOR GR011-iED CMU APPIICAnONS. J---LLI"--- INsruunoN NOTES SEE OO BUCKSTRIP, I SEE NOTE 2, THIB sNET 1. USE ONLY ANCHORS LISTED ON THIS SKEET. FOLLOW EMBEDMENT MID EDGE asravcE uMrrs. { A CONCRETE PER ANCHOR z. WOOD BUCKS DEPICTED ON THIS SHEET AS'tX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1FI.1X WOOD BUCKS ARE OPT ONAL f UNIT CAN DE ' REQUIREMENT CONCRETE. DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ZX•ARE 1-12• • THICK OR GREATER INSTALLATNIN TO THE SUBSTRATE OF WDC0 DUCKS TO BE • •. I• ENGINEERED BY OTHERS OR ASAPPROVED BY AUTHORITY HAVING JURISDICTION. EDGE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO META,' THE STRUCTURAL MEMBER SHALL BE OF ASRE TO DISTANCE AND EDGE DISTANCE PER PROWDE FULL SUPPORT TO THE WNDOWFRAME RTICAL SECTION SUBSTRATE, SEE TABLE 9. THIS SHEET D-D 4.IFAPPLICABLE,LOWERDESIGNPRPSSUREFROMEITHERWINDOWORYIUWONNOA APPLIES TO WHOLE SYSTEM. —Sew —I 110 Seca Ysi 11BW eEo ln�.r ® Iss Yd n>Yel 41059 euo OeLaRaaQl 13T.1 tM M9.T kel emsn AYONxn 0. - 6. Smel6tud bYy bw by 2zw Sa ka esw t• �NY LYNp • ' `�•`'l�o' 10ENS. 11� i *: Nm 58105 •: _'� 1• a TE F ••.FLORID(;: ' G,?: r 11111111Ikt 0. LYHN KILLER PE. P.E. 5e 29 TYP. ANCHOR TYPE, VBEDMENTANDEDGE - NCE PER SUBSTRATE TABLE 10, THIS SHEET INSTALLATION TYPEI E1(fER OR a WINDK HEEIGHI IGH I T VIS ,LE LIGHT HEIGHT- i I WINDOW BUCK HEIGHT- I I V INSTALLATION TYPEJ 2X WOOD BUCKSTRIP EMBEDMENT - OR FRAMING, SEE NOTE2.7HISSHEET DISTANCE � DLSTANCE SHIM Mq% SHIM USED AT WRVED 29 FRAME MEMBERS ONLY INSTALLATION INSTALLATION TYPE J TYPE K EDGE DISTANCE I , 1M'MAX EDGE DISTANCE'I-�- �1 I SHIM • i L� 2X WOOD BUCKSTRIP 2X WOOD SUCKSRUP I 1 OR FRAMING, SEE ORFRAMINO.SEE v I N07E 2. THIS SKEET NOTE L THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND ED DE DISTANCE PER SUBSTRATE, SEETAOLE I O. THIS SHEET J— ��_ MSIN WKWIDTHTH= L� YIPSUU a G TWID I-�- WINDOW BUCK WIDTH I!A•MAK SHIM I HORIZONTAL SECTION E-E INSTALLATION TYPE L +I EDGE.—CE B1NG SWS SEIFSEE TAB S10, IDS). SEE TABLE THIS SNT£f i 1 PRODUCT REVISED Bulldll�i9lylxg WIN Me Fl.d- NDA-�NaCCOOCC 17-0614.11 DXPLtato. Drte11y 12019 EMBEDMENT NO CHANGES THIS SHEET. 4 2 EXT=WDR Al,chv Slhstram OU — Dst d Mart d q B 2-12' X .113' Ba NoB P.T. SarlAen PW G-O.fiS %iC 5• 2-1r2.2 .101• Caemm NeB P.T. Sa01Nn PYIe G=0.55 3HB' a, 2-14rx.14TRWI NER P.T. Sm Plre G=0.56 IV S C10f 1• SmN StA,w(GSr P.T. SmthmI Pine 0.0.55 1? S. 0.09Y Ab-b—, 6D67-T5 mN NIS- S. IRG'A3551eel 511E S OIN4 8G0 Seel Stud, Or. ST 511T 51 �Jal 2X WOOD BUCKSTRIP EXTERIOR•NRL OFI mREAD59EYOrvM mEu�TPL JUeallwlt �J ORFRAWNG. SEE S n NOTE 2. THIS SHEET V r1M•MAXS-MA SEE SEPOATE NOA FA MNINUM (SEE NOS INSTALLATION NOTES: _jL EEL STUD. STEEL FRAMING OR STEEL STUD. L FRAMIIN 1. USE ONLY ANCHORS LISTED ON THIS SKEET. FOLLOW EMBEDMENT SEE SUBSTRATE PROPERTES, 0.V0 EDGE DISTANCE LIMITS. 10.THIS SHEET 2. BUCKS DEPICTED THISSME=T AOODBARE BUCKS HOSE ,\ TH)NA TOTAL THAN EOPDON/LL HIIKNESS ISLESSDIRECTLY EOOE DIST0.VfE C NCRETEUCKS FUNIT CARCTF.DN BE TO SOLD CONCRETE WOOD J BUCKS S-2rAREI-IM PoSDLLUTI DEPICTED AS _ —L TYP. ANCHOR TYPE. EMBEDMENT TORE EGREATER F WOO BUCKS S TO THE SUBSTRATE OF WOOD BVCK9 TORE ENGOTEERm BY OTHERS TO TH ORAS "PROVED BY AUIHORITYRANNG JURISDICTION. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE SE TABLE 10. THIS SHEET 3.FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SDETO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, -AL SECTION F-F I.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Y+1=41 Mh Fr MH.F. slw s.2. na+l ,mlm tf6lTd Ahmu.vn Am 6.M e IdtU >9V 9 ai PtM tsW INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT I LIGHT LIG HEIGHT = WiNPUGOW SUCH HEIGHT- 2-Y4' L II f 1 5 PRODUCT REVISED 2X MOD BUCKSTRIP EDGE OR FRAMING. SEE INSTALLATION TYPEM INSTALLATION EMBEDMENT �� amplYlAB with Me Ff.". .WHET., Cetle NOA-No. 17-0614.11 aSTANCE NOTEZ 1NISSHEET TYPE N eAPl.nvon Dato 02H 972019 EMBEDMENT BY {�. TN'MAX •I' Mom rodnet trO 0 I SHM N CI 1%WDOa11CKSTRIP, SEE 2X NX)W BUCKSITTIP NOTE 2, TTIS SHEEP OR FRAMING. SEE L114• MAX I NOTE L THIS SHEET TYP. A 4CHOR TYPE. EMBEOMENTAND SHIM "EM EDGE DISTANCED--ASUBSTRATE. ANCHOR TYPE. B SEE TA BLEII,TH!SSHEET JR-0108117-UPDATED DMENr AND EDGE DISTANCEPERSUSSTRATE• I 11 SEE TABLE 11. THIS SHEET E 3 O ANCHORAGE TO FBC 2017. US©AT CURVED FRAME MEMBERS ONLY DISTANCE i EDGE g 11.71W O.C.IMX. 7j� OISTM—F 11 8 U FERNCHOR PERPNCHOR CONCRETEICMU REQUIREMENT 1+d'MNL SHIM 4 it VISIBLE MGHTWIGYH= I� WWDOWBUCKWIOTH-2-W�I PERANCHOR REQUIREMENT > p a m - WINDOW BUCK WIDTH - N °+°a y O �� U OJ INSTALLATION o z B tv ^ TYPE o HORIZONTAL SECTION G-G °z LL d STEEL SELF-0RILLINO SMS (GSI. SEE TABLE IT, THIS SHEET -n LIP.-1-1— EMBEDMEKTANDEOCF & EXTERIOR S DISTANCEPERSUBSTRATE, v SEE TABLE 11. THIS SHEET (SEE SFPERAENO), A MULLION (SEE SEPARATE ALUMINUM. �1I4'MAXSWM OR S SSEE OR STEEL STIED. SUBSTRATE BEE SUBSTRAR PROPERTIES. S1ke0e10 Net E� OSM Mkt E b.& m N S—l" 012 1014 410 SS S— .T.smmem lWLe �o.ss Bna 1y8' Lr Ntn11Mn1686315 mh 3(S' ade3•• 3.71 A]65M a 3.r Seel G. J3 mM. 31vw 1, W . Do4S iB ( ] .r PP.T.SONIem Plne 6-0.53 .Vurvelee. W6 T5 mh fVt 0' SIT IJIS aDB7• ].r ].T 013a014 Steel&..(W) A SI ]IB- QW - ].r Sleek- Gt.,— ]IB' a.w(III Ge • ].r v4'4f0 s9 O.uFle[ �eE CM AS IM C90 2-17 t-1N' B.r Cmueb (nU' 3,35 kuo i' 1•]N' 8r 1w Sleel tm-. Lmcrtle nwt 2.(G k P Wl4• B.r mkt kN 2-VT IS1e• etl , metplU ASIM GB] 9w. 2-112' 1.1N' ax B.r GnIMeE LMU ASTM OSD 2-117 IS14• 4.r SmIr Stael uIII n .... ,h 3.5 ktl 1.1N• tdr sr G—tal —, lM —1 1 2-117 wr B.r N Q - TABLE 11,T1113 SHCET •MIN.OF3 THREADS BEYOND THE METAL SUBSTRATE. X WOOD &1CKSiiP. UNGROUTED CWT VALUES MAY BEUSED FOR GROUTED CMU APPLICATIONS. iEE NOTE 2 TI IIS SHEET INSTALLATION NOTES: LEM . 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW ENSED.NENT AND EDGE DISTANCE LBARs. _ •• •• 2. WOOD BUCKS DEPICTED ON THIS SHEET AS •1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-IM 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS TX' ARE WLtl Mh 11 AMP. q� gA1 y2kM tm Ltl 410 sue.. mkcl noW ' .E 1.12' THICK OR GREATER ONSTALLATICN TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS GRAS plyya LSetrl 17r LM DISr �- CE APPROVED BY AUTHORITY HAVIM MFUSDICTION. 41G SS Ek4 WeFlma 1IIA ktl 1M.7kG 3.FORATTACHMENi TOMETAL:THESTRUCTUWLL MBERSHALLBEOFASDETOPROVIOEFULLSUPPORTTO111E ntM VE TICAL SECTION H-H WNDOW FRAME. 4. IF APPLICABLE. LOWEROESIGN PRESSURE FROM EITHER WGGOOW OR MUWON NOAAPPUES TO WHOLE SY51_]L v.vBgl seE ukN 4skn 1b n > m 2 5 O Z Z N.Hs 'a o Z O_ jq~q t4 z wds w o Q z ^m LL a:iN Z LL 'xp as c%.a .`t\YNY LYNH �' * Na. Sam •.,�aylD�.: G�2: O 111NAI 61�.�• A I— MKIER PE USE GASKET ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES RUNE ASSE 90ASSEER MBLY 1 / V ANGLOICURVED FRAME ASSEMBLY 1 f f f f f/_ � EDUALIEO FRAME UTTERED FRAIL WITH MIEWOR AND EXTERDR FRAM WELDS (SHOWN) OR CORNER XEYS AT ASSEMBLY DETAILS FOR FIN FRAMES 9 FRAM E AASSEMSSEMBLY f0 i x ALL CORNERS TO USE GASKET ANDADR SEALANT ANGLEO=RVED FRAME ASSEMBLY M TERED FRAME WTTH INIERK)R AND EXfEWOR FRAME WELDS (SHOWN) ORCCRNER KEYS AT SCREW BOSSES. SEALAM AT ALL CORNERS PRODUCTREVISED Dulltlln9 C tlaMN Me FIMtle Noa-Na 17-0614.11 P pl.Uon Dace02119f2019 NO CHANGES THIS SHEET. fi Ic IIIm 9 POT Parttl I D.-119on Memrlal 11 4253C FlangMF a AWm 0063-TS 4285 Equ o me Alum 6063-TS 13 4256 Integral Fig rame Alum. 606345 4 4255 7/16' Lzm1. Glass Beading Alum. 6803-T5 5 4254 LG. Glass adult Alum. 6063-TS 6a 4270 lmteaB1l0rt astene(Caen Alum 6063-TS 6b 4224 IrsW4utiFasts IC—, Rigid PVC t0 70589C Gasket (at, 0' ,t1jaints) Potyethylene 11 TP24718 Vl yf Bu01 aBNnP Flax PVC, Dum. 65.1-1 13 Dow 791, ar GE 7700 Backbedd'rg SNcorre 20 716M Setl'mg BI , k, Mora. 3l16' x 7/16' x 4- Neoprene, D... 85 H-1 21 717D4AK Seding Block, La Vie' x 1,14W x 4' Neoprene, Dum. 85.1-1 29 #6 x 1-1/4'� H SMS StalriB steel 30 7BIPDX N8 x 1' G PH SMS I Stainless Steel OK ASS 2780 MV Ol4• l O67 1.67r I 37 .4. laoo' L sir 5CP .05Pi°O0f ,) FLANGE FRAME f74253C. 6063-T5 DR' 137r ,111 4� OEQUAL -LEG FRAME #42B5, 6063-T5 1-.— 2.784' --+� `. .067 1.37s• L i Qr osor- 1.12r y 017' 3 FIN FRAME 94256, 6063-TS e7r e7r r� 7/16' LAMI. GLASS ADING I.G. GLASS BEADING iNSTALLATION sa F O /M255, 6E063-TS O #42544 6063T5 #4270, 6063-TSER HOTd4ELTSUTYL STRUCTURAL SILICONE FOAM 3tIT NOM. WN DESICCANT EXT. GLASS INT. GLA55 SUPER Te SPACER®NXT" Part# D dption Material 75 KDmmeding 4SG TPS pater System 75 Quanex Super Spac with Hot Melt BNyI See this Sheet for 7Quanex Duraseal Spa0er Materials 7Q Cardinal )L Edge Spoor r REFERENCE TEST REPORTS: FTL-4111. es60 ALUMINUM REINFORCEMENT SRr MOM. BtffY1.6 DFSICCAR FOAM FM. GLASS IN7. GLASS DURASEAL® n SPACER POL1^,S0. DESICCANT FILL AREA BUIYLENE SMr NOM. SEAL 5aJCANE SEAL ROLLFORM D STAINLESS STEEL INT. GLASS OCT. GLASS 7a XL EDGE"' SPACER PRODUCT REVISED mP"I's erilh Me Florida Dulldln8 Codo NOa-t+a. 17-0614.11 B,�roum o.t. 02/19/2019 NO CHANGES THIS SHEET. ti J Y U ❑ 9 e 41 H o< g m a eL W pLL Z 40 U LWD d o a wo F Z LD W ae0 > Z Z LL g U O Z ® S Z N rNK 2 O 7Gc m Z C, 7 Z O Z 0 3 ro O as LL m xp �u �`�ONY LYNp � * No. 58705 qq _ %p0 St P:'��� .1 M 0 D1 BC N SCANNED BY 1!•DADE sib. I� JlDds(PRia KO TMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) i AND CODE ADMINISTRATION DIVISION ICE OF ACCEPTANCE (NOA, MIAMI-DADE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 -www.miamidade.gov/economv P Industries, Inc. 10 Technology Drive No h Venice, FL 34275 SC PE: ThiNOA is being issued under the applicable rules and regulations governing the use of construction mal. rials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prol, uct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Haling Jurisdiction (AHJ). This NOA shallnot be valid after the expiration date stated below. The Miami -Dade County Product Control Sedi on (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 per orm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may im ediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER res ryes the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Sea ion 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 Co�,Ie, including the High Velocity Hurricane Zone. DASCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", she is 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dat d 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 -Dade County my Product Control Section. L BELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, mo , el/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise no �d herein. NEWAL of this NOA shall be considered after a renewal application has been filed and there has been o hange in the applicable building code negatively affecting the performance of this product. ;IRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in a materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of y 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. 1 VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fo wed by the expiration date may be displayed in advertising literature. If any portion of the NOA is disc layed, then it shall be done in its entirety. L PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dis . ibutors and shall be available for inspection at the job site at the request of the Building Official. T s NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. Th§submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 1 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 l A. C. 0 E. NOTICE OF ACCEPTANCE: , EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 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. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-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) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6te Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. E - 1 Jorge M. Plasencia, P.E. Pro uct Control Chit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-61h 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. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. E-2 1' Jorge M. Plasencia, P.E. P,r4dXuct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 A* SUITABLE FOR ALL LOCATIONS REQUIRING —NON4MPACT-0R.LARGEAND SMALL MISSILE IMPACT -RESISTANT -PRODUCTS — FIGURE 1: MULTIPLE MULLIONS SEEDErAILS A THRU G; SHEETS 2-4 V MULL LENGTH GENERAL NOTES: ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FnCH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHUU. Ur I IUNP MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS OPENING WIDTH FOR VERTICAL MULL ARCHES IBED INSIDE HAVE BEEN TESTED AS TREE -FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INS / SEE DETALS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. A-D,GA SHAPE SHEE7$24 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.1.1180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS /// I I I /// /SEE DETAILS HORIZONTAL A-D.G•H; L. MULL SHEETS 24 LENGTH HORIZONTAL MULL LENGTH 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHEETS 2-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). FOR HCRIZONfTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEEDETALE. M BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS PRODUCTS MAY -BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED pGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHQ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 15 UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: NULL I—OPENG WIDTH-1 1—HORV- MULL LENGTH I NI1 -1 LENGTH r' OPENING HEIGHT R VERT. OP LNG . MULL d HCO� MULL HEIGHT, � LENGTH P MULL MULL LL LENGTH OPENING WIDTH SINGLEMULLION SINGLE MULUON 400RVERTICAL MULL OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS I,_ FROM FIGURE 1 ABOVE CODES I STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSIIAF&PA NOS-2016 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015. -AISI SIOD-12 �AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WAND LOADING IS 'RECTANGULAR! OR-TRIANGULARRRAPEZOIDAL'. INSTRUCTIONS..............._..___ 1 ELEVATIONS ............ ........ ....... 1 MULL TO 2X WOOD ....... _............. 2 MULL TO 1X & MASONRY .... _...... 2 INSTALLATION NOTES....__.._. 2 MULLTO MASONRY_._..-_........_. 3 MULLTO STEEL STUD ._.__.._.... 3 MULL TO MULL_.__...........__...__ 3 ALTERNATATE CLIPS_- ...... 4 SAY MULL INSTALLATION ........ ..... 4 1 X 2 X .125 MULL SPECS._.._...__ 5 1 X2X.375 MULL SPECS__...___6 1 X 275 X .376 MULLSPECS.._.._7 1 X 2.75 X .65 MULL SPECS ....... .8 1 X 3.125 X .500 MULL SPECS ...... 9 1 X4X .1.25 MULL SPECS.—_.._10 1 X 4 X.375 TUBE MULL SPECS.._ 11 1 X 4 X .375 "P MULL SPECS ....... 11 1.25 X 3.188 X 265 MULL SPECS._12 125 X 3.25 X .100 MULL SPECS_ 13 125 X 325 X.624 MULL SPECS_-14 125 X 3.94 X.624 MULL SPECS.....15 2 X 4 X.25 MULL SPECS_._.._.. 16 2 X 8 X .25 MULL SPECS-.--_ 17 USX 2AI X.125 MULL SPECS.... 18 30' X 325 BAY MULL SPECS...__.. 19 45' X 325 BAY MULL SPECS_..._ 20 MULLION & CLIP DIMENSIONS.. 21-73 EXAMPLES 1 & 2.............. .._...._.24 LOADING EXAMPLES.....___._.__..25 4) FIND THE CHOSEN MULUON'S MULLION CAPACITYMULLION CAPACUY�L.B� FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBSIOBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFI-) FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY CAPACITY REQUIRED�BS). THIS VALUE REPRESENTSTHE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. - 7) IF THE MULLION CAPACITY (LBSIfT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (U3S/FT ` FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LSS/FT'j FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITYCAPACITYItLBSI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED a5 Complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 No. 558.7105 "t ORIOP,. G\�� IONAL A. CI%N MILIIIHR�'�.E. FL P.E.# 58705 MuwON DETAILAs MULLION TO 2X WOOD BUCK —MULLION DETAILS: MULLION ATTACHED TO 1X BUCKSTRW TYP, ANCHOR �x OR WOOD FRAMING UBSTRATE CHAENT WOOD BUCK AND MASONRY gTTAND PERS SEE (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS SEE NOTE 1. N MULLION I SHEET I, to dN eU I j I Z '� ¢ w I LU MQJ 2.7 KSI •• • , - EDGE W Q G 6 i 1 1 SEE ' to I u� J 21-23 FOR HOLE d I I I CONCRETE OR CNhI' •' I -• I DISTANCE. W EITHER THE ° I I I LOCATIONS ° I I .I F--r�BEE SEE TABLES N U) STANDARDO - I ° 1 I EDGE DISTANCE 1B-13B IY at = OFFSET MULL ° EDGE o o ° I a FOR MASONRY li S I — CLIP MAV BE \ FOR^WV O ANCHORS - W Q CDCD EO INSTALLED BY 1 I FOR WOW / I I I K CO y co all THIS METHW. ° ' SORE— L ° °a. a I i SIDEVIEW Z 0 260' MAX FOR d ., 0 ° \ n ALL MULLIONS °. ° � a C ' EITHERTHE e.3 F- Z STANOARO OR 2 Z U m = OFFSET MULL Z .0 CLIP MAY BE W Q d INSTALLED BY u Z EXTERIOR EDGE ° ° THIS METHOD, y J Z a ° G DISTANCE 4 O IQ— r r ° G FOR e° m 2F- Z O Q N W MASONRY a (7 Q Z m THEOFFSETCUPIS ANCHORS RECOMMENDED FOR L35S °FIN-FRAMED EXTERIOR d WINDOWS, BUT MAY w ALSO OR USED BE BED Fr U Z to <0 Q OTHERBE UE FOR 9 0 � H L3 Q O O Y CL Zm0'0 cn O �b mIi mG: TYP.ANCHOR TYP. ANCHOR C0 g 8 PER SUBSTRATEAIS rc� , PER SUBSTRATE, F TYP. ANCHOR SEE TABLES PER SUBSTRArq SEE rgeLEsle-tse PRODUCT REVISED , SEE TABLES 1B-10e EDOFJEND BUCKS7fyIP as complying with the Florida DISTANCE AND Building Coda SEE TABLES gTTg011MENT NOA-No. 17.0630.09 T— eUCKSTR BYOTHERS. P EMBEDMENT AND EMBEDMENT*. SEE NOTE I, Expiration Date05/28/202'1 ATTACHMENT I "..: •. SHEET 1. ..• 1 . BY OTFERS. i . - ... By SEENOTEI, - Mlaml-0a Product Control .it. SHEET I. .• MIN 2.7 KSI CONCRETE OR CMU • SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: I 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 111L111111AA ) 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FORPICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE � �?• •�� *. No. 5 FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. _ 5702 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. ` 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ��� - "' -' / •.� 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 'i�sS/�••••• �C�G �` ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. i� A / 1 lVAL 1111� A. ER, P.E. FL P.E.# 58705 j • .rl DETAIL E:b MULLION TO MULLION .125 MIN. DQAILC' _ _ _ '1 INTE♦ZSECOMO.N NOTES: MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE ®a�-�� 1) MAY BE INSTALLED IN -TEE" OR 'CROSS" (STANDARD CUP SHOWN) VARIES \ INTERSECTIONS. y U L 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. N LL I i TYP. ANCHOR „- EITHER THE I PER SUBSTRATE, 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 y. L) STANDARD OR SEE TABLES IB-13B fn zM F" OFFSET MULL I i j • TOP VIEW FOR CORRESPONDING MULLION. Z W CUPMAYBE I I l e EDGEDISTANCE MUWON W O = INSTALLED BY II I • —FOR MASONRY VARIES-}--------{ � J � THIS METHOD I I ANCHORS I N125TEELSCREWS, N � T I!aI SELF-DRIWNG OR PRE -DRILL 2 n" _ tEE MUWON AND USE SMS O, W p JDO m M 111 TnEXTERIOR g MUWON ~QZcjEDGEDISTANCE THEOFMMET CLPISZ FOR MASONRY ,,.RCOM.EOFOR MED / uj Z uANCHORS WINDOWS TUB MAY INTERSEDTIDN W D_ALSO BE USED FOR U-DUP U)rcZ OTHER FRAME TIDES. R j Q Z TYP. ANCHOR 4 G Z Q O Z N PER SUBSTRATE, , G (D W / SEE TABLES 18-138 SEE SHEETS 21-23 FOR a I""• a O m0 PER SUBSTRATE, HOLE LOCATIONS Sin o PER SUBSTRATE, o (n I SUrIP SEE TABLES IB-13B FRONT VIEW DISTAEDGE NCE LUAND Ey CT MEM HE ® F to cn �•- SEE NOTE I. SEEA8-LEB = U Z Q O i EMeEDL :, - SHEET I. - EDGE Y a3 z 0 �•• DISTANCE a0 H� SEETABLES SIDE VIEWo� e� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 Ksl CONCRETE OR CMU IS-13B ! FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED 11 MULLION ATTACHED TO as compsying With the Florida STEEL STUD Building Gode (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Explration Date 05/2612021 INSTALLATION NOTES: / J TYP. ANCHOR � By f / 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PERSUBSTRATE, ® Mlami-D a Product Control ` SEE TABLES IS-13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEESHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE `. HOLE LOCATIONSFOLLOWING SHEETS. FOR DETAILSA-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. MULLION 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. `` ®i 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. . I EDGE 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DEETISTANCABLEES %�� Ny LYIyN SQ A. BLOC ULTRACON OR ELCO I/4"S.S. AGGREGATOR MASONRY ANCHORS, FOR STEELSTUDS THINNERTHAN '�a ,.•••"" FRONT VIEW 16 GAAND COMPLWto 138 NTWITH THE FL BUILDING c1 ,•• 1,10ENSF !� �� CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. No. 58705 l USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW _ '• * = NOTES: - - 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD - I ��T STATE F ANCHOR VALUES MAY BE USED. �i �S7 •'•F�ORIDA.•G���` 2) SEE CORRESPONDING MULLION TABLES, SHEETS S-20,FOR QUANTITY OFSCREWS. A.CX ILMiF ht;Y.E. FL P. 58705 DEIA_ I! F' DETAIL G: DETAIL H: ILL FIELD-MODIFIEDMULLION CLIP ANGtE tJttION CLI BAY-MULLION-1 N A (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) k oY SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION 30. OR 46' BAY MULL u UD TO SPECIFIC SUBSTRATES. N O O \ -MULLION O O O O O O O s U co z w�rc W W O O co O O TOP VIEW � � � to p SIDE VIEW 1 LU L) C3 0 SHOWN WITH I-X4'X.12S• 1 TOP VIEW (0 r Z (0 0 MULU LLION I j I I TYP.ANCHOR �� Q EXTERIOR I PER SUBSTRATE, 1 I ' �SEETABLES 16B OR 16B r U d = Z �Zg V I I 2!r `5O STANDARD MULLION CLIP 1 I "TYP.ANCHOR I I i EXTERIOR I PER SUBSTRATE, I 1 I o sZ Q Z r MODIFIED TO FR FIELD I CONDITIONS. I SEETABLE518-148 p �-/ I I I 1 v" '� I 2'X6-ANGLECUP. r Z Z Q 07 m I 1 2 PER MULLION END, MUST BE Q O Z N r I I I 1 INSTALLED INSIDE OF DAY MULL. 1^ I—N LCD hip MULLION I I I GD U) N y a oY I I I O I V3 UU Q Y F I 2'XS'X.125' F. In c fn Z 3 ANGLE CLIP, I 2 PER MULLION [PlD, (,) Q Q O Z I MUST REINSTALLED I I INSIDE OF MULL d o .0 (n = it S� — m� d OEit F . K� d:) PRODUCT REVISED �CHORATB as complying with the Florida 8uiiding PER SEE TABLES IB-133 Gotle NOA-No. 17-0630.01 INTO WOOD, STEEL, ALUM OR MASONRY Expiration Date 05/26/2021 INTO WOOD, STEEL, STANDARD CLIP TO BE EXTERIOR EXTByOR SOD > By ALUM, CMU OR MASONRY MODIFIED IN�FIE D. 1 ly_ uxl Miami-Dp' Product Contra EXTERJO OR ;CHOR ®® I ®® ' EDGE DISTANCE 4 INTO WOOD, STEEL. ALUM, CMU ORMASONRY 1 EDGE H STANCE DIO PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: t7 ? Vi 111f LY ���� op .... lv PERANCHOR G O ; ' ICENsF • ;/ ��� 1) USE 2 ANGLE CLIPS PERMULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. z NOTES FOR INSTALLATION OPTIONS F: 2) DETAIL G: SEE TABLES 10-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE � _ * ;' NO. 58705 :• ' 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X,125' MUwON. HOLE LOCATIONS. LOCATIONS. 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �+ J �` 2) SEE TABLES 1B-139 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR 3) DETAIL H: SEE TABLES ® 0. AT ,�; .• � E A '' P (�. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. s •'•'40RIOP•. C\ . } �i, ONAL E o ,.�` A. LMIMIII.L�. P.E. O FL OZ.# 58705 I AOLC IA Mullion C_apacity Table Ibs1R -. `- - - - - --0 P9iliiig-1Nttl"Mor-e7i)taH��T...a_,•,,•,m^me�lnropen(nB-ilei9ht(fo a mullions - - _ Sol. 60 N 70 In 80 in 201n 100 in 120 h 140 in 160 h lx2x.125 Rectangular Lowing Tmp/Tdan9. Loadng Rectangular LaaWng TrapiTdanO Loading Rectangular Loadm9 Trapmlang. Lcedn➢ Rectangular Loadne 7egfrlang. Loading Rectangular Loadng TrsplT-9. Loadn9 RecrangWar Loading Tlapmlany. Laadng PA taroW L.&g Tmprtdan9. Laadng Rnrlan9ular Loading 4ap/Tdea9. loading RettanBalar Loading Trsp/idalg. Laadng Alum. Tub. Mulliona z• r Ti ci o� ��. a 'g'� dIr �_ €i s'� �• 8@@ 2'S d`¢ a'N o°� Et'. S@ � 3 �� E� r7e g a� �_ �)� Ec ffi R� d� c3 §� fg §' c �cR �E s'� 4i � �� cib Sg Ec aZ Fi ga ls3 �c� c'� s�. 621n 111.9 408 129.5 332 -03.2 408 115.5 325 79.9 4a8 107.8 321 69.9 408 1D4.4 319 621 40a 104.0 319 55.9 408 104.0 319 4fi.6 40H 1a1.0 319 39.9 408 104.0 319 35.0 408 104.0 319 IBN 76.9 312 B38 258 624 372 73.4 252 535 312 67.0 248 46.a 312 832 246 4L6 372 61.0 2W 372 312 fi1.0 244 20.8 312 fi1.D 244 214 312 .7.a 244 50.625 in 69.9 281 7Qfi 234 531 281 61.5 22B 45.8 281 55.7 224 39.9 281 52.1 Z22 35.5 31.9 281 49.3 218 2fi.B 2e1 49.3 219 22.8 281 493 219 20.0 Ze1 49.3 219 $ 54 in l2.6 247 57.5 207 43.g 247 49.8 202 37.6 247 44.6 199 329 247 M.6 198 29,2 26.1 2/7 38.4 143 21.9 247 38.1 193 16.6 247 38.1 153 1eA 247 38A 193 601n 384 200 41.2 170020035.4168.420031.616326.0 200 28.8 160 21.3 192 200 259 157 16.0 200 25.0 156 63 in 1].1 181 35.3 155 27.6 181 30.3 153 237 181 2a.9 149 20.7 181 24.5 146.4 ff6124437.6 16.6 181 21.7 143 661n 236 165 30.6 142 24.0 165 25.1 135 20.6 165 23.1 136 18.0 165 21.0 134 72 N 222 139 23.3 120 19.5 139 1919. 118 15.9 139 78 in 18.9 125 19.7 100 16.7 125 16.8 107 lft�E 78N 17.5 11B 18.2 104 TABLE 16 Anchor UaPaclty Table Ibs ' Substrate: 2.7k Con d. 3.5k Cana. Nau-CA1U Rw OMU PT Woad Metal W6• E7co i!4.6S Eloo 5116• Elea 1 W S9 Eco 910 Steel d12 Stet 012 Sted ArnharTypa' 3/18•eco Ulba- VVElca Ulb- UlMon 3I1c EIco Ulbacon 1l4'EIee Ulbaam Agg.GaW UlVdssn Ag➢.Gator 9srew (GSI S_IG5) a-(GS) Anchor Cllp Patterns Edgeommce(X 1• 2.12" 1' 2-1W 3-V8' 1' 2-1/2• 1• 2-12" T 3Iff Y a45' 0.51• 0.32d• EmbWmed(h), 1-96^ 7+V4' tJ/4' ta/a• Y 1-114• I -Ile 1-V4' 1.1/4^ 1.1/4' 1-1l4' T 1�/H" t316' vsdea 2 Anch_ @' Min.0.0. / Standard or Obat Oip (FV. 11: 300 WS 3801hs 4.1hs 6901ba _ 18441ss 2TO Ibs 2HO Iba 354lbs 74010a 374 IDs 6641be 94610e 341 Ibs 44210s 5601bs .J5 4 Anch- @ 1.15'tin. O.C. I Standard (or OF-1) CBp (Flg• 2): 4B0 ms 7001bs WA WA WA NIA no las WA NIA WA WA WA 61M 885 U. 11201as 4Arcbas @ 3^ M r, O.C. ! (2) 2r5 M➢le Gips I (Fg. 3T 780 ms 780 ms 9B0Ids 15801M 1B981bs 540Iha 5601bs WA 76010s T481bs 8801bs iB521Ds 6B2 ms 885IDs 1720165 2 Amhars ® 0AV W. O.C. I U-Cjp. tao.125` Alum. (Fig. 4),1 WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 7151p 1 Anchor! Flip (Flp. 5Y 195 ms 195 bs 2Y51os 645Ibs ' 822 Iba 1351bs 140Ibs 1771bs 370Ies 107Ibs 3321ba 6731bs 170Ibs 2211 280Irn 2 Anchors @ t.ts• MN. O.CJ F471p (Flp. B): 240 ma 350 ms WA WA _- WA - WA 1901D6 WA Nil NlA WA WA 341 16s 4421bs 560 ibs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANU ANUNUK VALUts A5 I- c TANDARD CUP - FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURES: 0 �® --�- (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 IS LOWER THAN THE MULLICN 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 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. 1.000" r-- 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. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED r YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125• I THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X2" X.125" MULLION LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Oate 0512612021 By Mlami-0/e Product Control Y LYNly�i.,�� \ P?�;.•' LICENSE ••. ���% - No.58705� _ T O� •.• STATE F • ((✓�` A. LY'NNIMIIIIIEA, P.E. FL P.E.# 58705 I AbLC L/i Mullion Capacity Table lbsife -- - - - Opentn!r dth-(form ca yspe ng- rorr-Kf ponlrtg-li019ht(torftrimrJaPya;pau�D9mlEliD49) 50 in 60 in 701. 50 In 90 in 1 100 in 1201. 140 N 1601n I x 2 x.376 Reetanwlar UwIng TrapRna110. Loafing Recianguler Loading 7rWT6a4g. Lording Reetanguiar Ldadrg Tmp7aa'g.ffRell, LOadlg Tap'TdanB. LDadIno Reds 0- Leading Tepf7der4. Lowing Reclaryuler Loading I'mPrNan9, Leadtrg Redengldar Lbadlrp TraprTdanp. LoxGin9 Reei mw` Iaading TnpRdanO. L=dng Reelanpular Loadng Tmp/fnan0. (.aading Alum. Tube MuNonS$Z�d y- F s ,o r r r r r r 42 in 170.0 820 170.0 435 151.3 fiQ 1T4D 476 129.7 BBZ 1740 506 113.E 662 189.5 518 1048 Bt12 1B4B 577 84B 652 168.9 577 7ST fib? 18fle 517 64B B62 16aB 617 fiS7 fi62 t849 517 qeN 1..8 30'7 136.0 419 101.4 SW 1192 410 849 SDT 1047 403 740 507 1028 3H 87.6 507 99.8 397 648 507 99.0 396 647 507 99.0 398 K1.4 507 89.0 396 38.0 SW 840 396 50.675N 1..7 d58 11d.6 379 864 458 909 371 74.1 456 90,6 364 648 456 K. 380 57.6 456 '81.3 367 3L8 458 840 356 432 458 80.0 356 37.0 456 840 356 324 656 B40 358 85./ 100 83.3 336 71.2 400 843 328 61,0 400 721 772 594 400 87.3 918 47.5 400 6/.0 315 42T aoD 623 314 358I 400 61.8 313 345 400 61B 313 ZG7 400 67.8 313 324 66,9 270 51.9 324 57S 270 446 32d 61.2 264 34B 324 159 260 34.6 324 43.9 257 31.1 324 420 255 240 324 40.5 253 222 324 40.5 2S3 19.5 32d 445 253 $S13 e63.8 1294 57.4 252 448 294 4" 246 38.4 294 43.6 241 316 294 39.8 237 29.9 264 37.1 Z34 2S9 29d 3S2 2a'2 224 294 97.5 230 182 294 334 230 16.8 294 334 230 d6.8 26B 49.6 230 39.0 2fi8 424 225 334 268 37.5 221 29.2 2M 341 218 26.0 Ne 31.6 ' 215 234 78B 29.8 212 19.5 26B 240 210 1S1 268 27.7 209 146 268 27.7 209 S F7a 36.0 30.8 225 202 37.8 •320 186 177 30.0 2S5 ve 202 322 27.2 191 173 25.7 21.9 225 202 244 23.0 188 170 225 142 225 202 2S8 21.5 185 157 20.0 17.0 225 202 23.6 19.7 182 165 1a0 1S3 225 202 721 144 180 163 1S0 t2B 225 2a2 27.3 18.7 1T7 180 12B 109 226 702 19.6 1fl9 176 15B N.3 9.6 225 2al 19.6 19,8 176 I t58 28.3 192 29.8 169 236 182 7di.1 165 20.2B2 1a7 159 1ST 192 18.1 157 14.2 192 14B 155 11.8 193 152 752 t0.1 192 144 19 6.B 7B218.5 144 19.0 120 15.4 144 16.1 td2 127 15.6 113 TABLt'LB Anchor Capacity table Ihs SUMtmte: 2TR Conewe 3.51, Core. I Hollow Cw Filled CAnI PT NbOd Meml AncMrType 9/16• FJco NiraoOn 114• Llea u4aean 571C Eleo 3/76' Eko Ubrion i/a' EICO Dllfaeml 1q' 6S EkO A.W.6elDr SIt6's1cb Db�� 7/4• SS E.O Agmer Jor 910 SIer3 scrc« (e5) 912 Sletl semw LGs) #12 Sted selow(wl ADGllof Clip Patterns Edge Distance Pnk i' 2-12 .t' 2411,11• 2-12 1' 2-12 2' 3-1/B• T g.4B' 0.%' 0.324- Embednv:nt(ink 1JI4' 1.114' 1+N4' 1314' 2' 1-114• 1-1r4' 1.1/4 1-t/4• 1-114' 1-1r4' T ta'B' 1.118' 1ertEb 2 Andwrs ® 4.15 MIO. O.C. / rfin d or OBset Olp (R9. 1k 360 Ibe 3so (M 450 Ib 890 ors 1644166 210 ors 2W IDs 334 Ibe 740 It. 974 I W 68416a 9a6 ma 741 15s M2 Ins Ws I Anchors ®1.15' MIn.O.0 / S1anG+rd (aOftsaO COD (R9. 21 4E1Iba 100111 WA WA WA WA 38D Ibs WA NIA WA WA WA 682 me BBS IOs 112 1120 a A11411ors ®3' IAn. O.C. / (212t5 Angk Cape / (Fig. 3k iB0 Ibs 7801. 680 Ns 75e01bs 18961bs 5a0 ®s e. ors WA 760 On Tab Iba 660Iba 1892 en 682 Ibs B85 Ids 1120 ors 2 Anchors ®0.45• Mir D.41 Ipgip, N10 .125 Alum. (FIO. 4k WA WA WA WA NIA WA WA WA NIA 37016s WA 1aT Ibs WA 33216s WA 47316s WA 170 WA 221 16a 7151ba 3801bs 1 AOchm/ FQID (RO- Sk 195 Ibe 1951. 225 IDa 440 8221tn t35 OIs 140 N7 17716s WA WA 341 na ;4216s 5B0Iba 2 Anobors Q 1.15 Mln. O.CJ FQID (F19 ek 240 lOs 350 Ibs WA WA WA WA t901tu WA NIA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHUK VALutJ A3 THE STANDARD CLIP. 41•ICHOR CAPACITY ADJuS I MtN I t UKMUu ' (DIR-) X (,ANCHOR CAP.,, ,,,,,\ _ANCHOR CAP.- LLION CAP.,��e USETHIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THEMULUON 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 FIGURE 1: FIGURE 2 TABLE NOTES: ® ® ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1.000' f- ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' a375' ® ® ® ® FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.L ANGLE CLIP MUST BE USED 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 BE PRESSURE -TREATED - FIGURE4: FIGURE 5: FIGURE 6: 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 BE AT LEAST 125* THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I• X 2-X.375• MULLION THE MATERTERIAL. 010 8 #72 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. W W 2 1n N Q Z PRODUCT REVISED as complyingg with the Florida 9ulldq Cado NOA-No. 17-0630.01 Expiration Date 0512612021 --`�NaONY LYNI`IMi//�� * : No. 58705 k L ONIMIL4LER, P.E. FL P.E.# 58705 it TABLE 3A • Mullion Capacity Table (Ihs/tla) pen1nWMd&4I10 �dlcatytisimppi0g-munions)-orOpen)ng Helahtdforhorizontak-Vandng-musions) 50in 60 in 70 in 801n 90In lo0)n 12o in 1401n tbDM Rectan�lar iraplTnaPy. Rectlnyulat TropfTem RectansMar TmPfTd-2 Reetengular Ttapn%ang. Reetan9ular TrapRdeny. RecwWar T,npffr na. Rep a�. mft; TMng. L®dny Reel 9uler Loadn9 TOp/Td 9 Loadn9 ft-tanv w lnadng ThprOfeng. I.oadny 1 %2.75 X lcedn9 L-E-9 LwdN9 Icvdng Loafing Lpadn9 I-oadb9 L-din9 Loadhq Loadn9 Lpadn9 Lcadny lnadb:y .375 Alum Tube a L a A D m " v., L D a._ L` L a.-.. ?• '• a L L a r 'n .- L a Z. v.. 2~ Ba 9.. .- a 5 -- y '6 -- - ont m A a S m A a m $g T.1 E� 5€. d`& �� d`¢ s€ d`x" E a`rc 421n 770.0 920 170.0 435 170.0 744 170.0 868 170.0 WB 170.0 &92 170.0 S19 170.0 1116 170.0 621 170.0 1240 170.0 521 i4&7 1301 170.0 521 12T.5 13DI 170.0 521 111.5 13D1 170.0 621 708 1711.0 52d 1T0.0 &5D 1T0.0 992 170.0 63a 170.0 1133 170.0 661151.8 1119 170.0 617 73fi.9 1179 I70.0 600 1f39 1139 170.9 fi80 97b 1138 170A fifl0 85.4 1139 171L0 680 lB In 90.625 In 170.0 170.0 747 170.0 563 170.0 &59 170.0 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117A 1032 170.0 756 97.9 1032 170.0 758 0.9 1032 170.0 75S 73.4 lan 170.0 756 641n 1700 997 1 00.0 612 661.3 007 1 00.0 T478170.0 Sol 164.7 no 120.9 807 1516 720 107.5 907 145.0 716 9&8 907 141.f 710 80.o Bo7 110.0 Tog W.1 807 140,0 7W 60.6 g07 140.0 709141.1 735 151.5 625 117.6 73S 130.3 735 116.0 599 N2 739 1002 590 78.4 735 99.6 684 70.5 735 95.1 578 58.8 735 91.8 574 60A 735 91.8 57a 44.1 735 91.0 6T4 63 fn 121.9 6B6 1J0.0 670111.5 See 98.9 547 762 an 90.1 538 67.7 B6G 83.9 631 60.9 666 79.s' S26 50.8 666 75.8 621 13.5 666 T6.6 621 38.1 665 75b 521 t fi8.3 fiW 9&1 511 75.7 607 85.0 501 W2 60/ 77.1 493 58.9 607 71.5 486 53.0 60T 67.6 4B1 442 60T ®A 476 37.9 W7 627 474 3].1 807 627 4 74 pl C 661n tOfi.O fi07 1124 522 53.3 413 4D.8 510 50.0 408 ]4.0 510 45.9 402 292 610 44.4 399 25.5 910 44.3 399 J 72 b 81.6 510 85.8 447 68.0 510 77.0 434 58.3 10 84.3 426 51.0 510 57.9 419 45.4 510 761n 69.4 458 725 400 57.0 450 61.7 392 49.6 458 64.1 386 43.4 458 48.6 378 28.6 458 44.6 373 34.7 458 41,fi 368 289 458 37.7 362 24.8 456 36.0 359 21.7 458 39.7 758 781n 442 435 97.0 MI 53.5 435 59.6 373 4" 435 49.8 36S 40.1 435 443 360 35.7 435 40.9 3S5 32.1 435 ]&1 351 299 435 31.4 344 22.9 /35 326 34 20. Bolo 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 2Ba 2&1 327 28.3 275 212 39 25.7 271 2A9 327 23.7 2fie 17.4 327 21.0 26-c 14.9 327 19.3 258 96 in 34.4 287 35A 257 28.7 287 29.9 252 24.6 287 mo 248 21.5 287 23.1 244 19.1 2B7 20.9 240 17.2 287 19.3 237 14.4 287 1&9 732 1081n 242 227 24.7 205 202 227 20.8 201 17.3 227 18.0 198 - 15.1 227 16.0 195 •1111n 22] 275 227 194 18.6 215 IM 191 I&S 215 1... 1B6 120 in ITS 184 17.9 167 TABLE 3B Anchor substml 27k Concrete Capacity Table Ibs 3.5k Cono. F1o0ow CMU Fltled CMU PT Wood Metal Anchor Type. 311E EIco U9mcon tfe Etco UlDa ytE Npp Wtmcon 311E EIco Ul.- 1W EI=NBazm 1/4' SS MD A99mGSWr 511E FJco Ullmcon 1f4' Ss Elm A99MGstor 010 Shei S-05) 012 Steel S-PS) 012 Sted S4mw(GS) Anchor Clip Patterns 212' t• 2-7/Y 3.7/e` 1' 2-7f2' 1" 2-V2' 2' 3-1fE Y 0.9E 0.34' Edge Clstanee (Ink Embedment link 1' 1.3/4' 1-J/4' 1.V9' 1Jf4'22' 1-v4' 1-V4' 1.1/4' 1-7/4' 7.1/4' 1-1/4" -n_ vedes2 1): Anonors @ 4.75' Min O.q / stbndani or�4N/A 350Ibs 390 bs 4501bs B90 be 2701bs 280 IS$ 3541bs 740 be 374 Ibs 6641Ds 946Ibs 341 Ibs 4421D4 560 bs4Mehors@t75-MMOC./sfendmd(or 172D Ibs4 2): 4601bs 7006s NIA NIA WA 7601Ds WA WA WA WA as0los WA 19921ts 8821bs 6B21Ds 8851W so Im 1120Ibs Anchds @ 3' Min. O.C. / (2)3k 780 0. 79D 0x 6W Ns 1580 bs s 5401bs 660 bs WA 7W Ibs 7481bs WA WA WA 715 bs 2 Anoh- @ 0.45' M4 O.C. f ULTIp, into.4k WA WA WA WA WA 622 be NIA 1351bs WA 7401bs WA 177 Iba WA 370.IEs WA 7671Ds WA N21bs 473 be 170Ibs 227 Ibs 2B0 bs t Ar¢harl FCitp (Fig. S): 1B5Ibs I95 bs 229Ibs 4450s WA NIA 190 ba WA NIA WA NIA WA 341 IDs 4421W 560 ba 2 MMam @ 1.15' Min. O.CI FLlip 1F41, e): 2401bs 3501bs WA WA NOTE: FORTHE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED W PAIRS. FIGU E4: FIGURES: FIGURE6: 411, -milli= k. ,CIRCLCU VALULb 7 UoCV Iry 1 rMPNT MRMI1I A-- (DP-) X (_ANCHOR CAP.,,,,,,�,"� o ANCHOR CAP.- MULLION 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 CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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 C30. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.1 25'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, 18A S.S. OR 410 S.S. 0 w C F Q Z F � m c7 N IX r oy LO ® N (n x L) X Q a�• ZA Ox 0 J� ,wm O € w O` ­1 z PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17-0630.01 Expiration Date0512612021 By 1012mi-0a,5WProdU.t Control 11111111/ �-,\ ` O,NY'LYNiy�� *.: No.58705S ATE "A ORION •� 6 IONAL 'E,,, A. LY N 1 h)I R, P.E. FL P.E.# 58705 a 11 TABLE 4A ' Mullion Capacity Tablo Ibs1R2 po Ilcns),6 ning tOlghL�tOr ljh3pHm1L19m1�14C _-_-_ . 501n 601n 70 in 80 in 90 In 100 in 120In 140In 1601. iZiniquief Tap'Tdang. R t..g.12r TMI' ThW9. Raclun9Uu TtadTdan9. RaU.MW. Rap(TIIen9. licatangulor Ttaf✓lil-11. F6ctagular 'Flap ll0an9. Rea aular 71apfTd°n9. Recten9uh, Lcumng T,apfldmlg, Loading Rea guar Lowing Trapird-g. Loafing 1 %2.75 X Loading Loading Loadin9 Lowing leading Loadrp Loadng Laadn9 L4adne LOddn9 Loafing Laadng LoadhB Loadin9 ,650 Alum. a a a „ a „ Z. = 3 a r a z- a., _ a _ ° a Al a n m o^ Tuba m A l'• A n a��.Sx�c m A A.. i7 0 ,. °c o u c7 8� a a m ii 4 u E uo 5 gc u oa u` $ o ng o Mulliona� u O o Go 1i ;a i7 t$g'e ua u (iv u u" u ipa ci o'gg 47 o � u �A uo SA u s� rA a6 �� �¢ S'� z �� �e �� �ti 29a ¢�o d` �12 �9 fir¢ a$ �c M .2 421n -170.0 620 170.0 435 '170,0 744 1740 476 170.0 886 170.D 506 17R0 992 170.0 619 17R0 1116 170.0 521 170.0 1240 170.D 521 17R0 1188 170.0 521 158.7 1620 170.0 521 118.8 1820 170.0 521 481n 170.0 T08 170.0 524 170.0 850 170.0 584 170.0 922 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 1215 1417 170.0 fi80 t0&3 1417 170.0 880 50.025 in 170.0 747 170.D 567 170.0 899 170.0 411 170A 10dfi 170.0 684 170.0 1195 170.0 727 1826 1288 170.0 747 146.3 1288 17&0 759 121.0 1286 170.0 758 104.5 12B6 170.0 758 97.4 1286 17R0 758 Sd H 170.0 Ta7 170.0 612 f)0.0 956 170.0 691 170.0 1118 ttD.a 754 150.7 1130 170.0 B03 133.g 11W 170.0 837 i20.8 1130 170.0 858 f045 1190 17R0 861 88.1 f130 170.0 881 7S3 1130 170.0 861 BO in 170.0 885 170.0 701 146.5 815 1823 761 126.5 015 144.5 746 109.9 915 1=3 735 97.6 915 123.9 72e 87.8 915 118.5 720 732 915 114.4 715 64,8 915 114A 715 549 615 114.4 716 63 in 151.8 83D 161.9 710 12,5 830 138.9 694 106.5 681 84.9 830 1122 670 84.4 830 104.6 662 75.9 830 89A 658 833 930 94.5 849 512 630 94.1 649 47.4 830 84.1 649 a 68 fn 1321 757 140.0 650 110.5 757 119.E 63S 94.3 L24 825 757 96.1 614 73.4 757 69.1 606 66.0 757 812 60D 55A 757 78,0 593 472 757 78.2 691 41.3 757 782 59'I e 721n 101.7 636 103.8 552 84.8 838 91.0 540 727 530 639 606 722 571 5&5 fi36 BB.S 6M 50.9 838 SU W8 42.4 MO � 02 500 38.3 638. 55.3 ' 497 31.8 636 552 497 J f67 479 54.1 571 80.6 471 4&0 571 55.6 464 43.2 57151.8 459 36.0 571 Q.0' 451 30.9 571 44.6 447 27.0 511 44.6 446 761n 86.5 571 90.4 498 72,1 571 76.8 488 81. 57.1 45fi 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 473 43T 333 542 42.9 479 26.8 542 {0.6 425 25.0 542 40.1 423 781n 80.0 542 B3.4 474 66.7 542 70.6 465 407 29.0 334 21,7 407 26.1 327 18.8 407 24.1 322 18.3 407 23.0961n 601n 521 t07 53,7 361 47.4 407 /54 355 372 349 325 497 36.3 343 28. 407 32.1 3M 28.0 429 358 b.i 320 75.8 358 37.2 314 30.7 309 28.8 35a 20.8 304 218 358 26.1 300 21.5 358 24.0 296 179 358 21.0 289 15.3 358 192 284 106m 30A 283 30A 255 25.1 293 259 251 21.5 283 Vs 247 1&e 283 19.9 2/4 18.7 283 18.0 240 15.1 283 16,5 237 111 In 27.6 267 28.3 242 23.1 257 23.8 238 0.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.9 72B 12061 22A 229 273 2o9 1&3 229 18.8 205 16.7 229 16.2 302 TABLE 4B An 3ubstrale: 2.Tk Concrete horCapaclty Table bs 3.5k Cane. H.11-CMU Filled CMU PTWosd Mew 5/16• Eko 1N' SS Eko l"W 5U Eleo V4' SS Eko MOShall 4'1231ee1 912 Stad An W Type: UIS' Eko UImQA 1W Elca Ulbacot UIP�aI 3H6' Ella Ullnaon V4' Eko Uitracrn Ag9taGator aon Apgn:Gala' Screw 635) 6arew (45) B.- (G5) Anchor COp Patterns Edge MsWas On p r 2-12' 17 2-12' 3-'- 7' 2-12` i' 2-ill' 2' 9 Uw 2' 0.48' 0.5i' 0.32V Embedmanl9n. 1:J4" 1-&4' 1-314' 1-V4' 7 1-1/4' 1-114' /•1/4' 1.1/4' 1.114" 1-1/4• 2' 1-wir I-3w lades 2 Anchors Q 4.75• Min. O.C.I Standard of Offset Qip (Fig, 17• 390 ms me. 450 Its 6901bs 7644 ms 2701W 2801Ds 3541Ds 740 0s 3741bs fi841bs 946 Ns 341 Ns 4421ba 560 ma 4 All. Q 1.15' Mln. O.C. / Stand id (af Ofbel) CBp (Flg. 2): 480 64s T00 ms WA NIA NIA NIA 380lbs WA WA WA NfA WA 6821bs B851 ttT0lbs 71201bs 4 Analpm Q 3' MiR O.C, / R) Ts5 Ariple Caps / (Fp. 3k 780lbs 7801ac 6801bs 156016s 1898IDs 540 Ibs 560 lb, WA T60 0>s 74B IDS B00IDs 18921Ds 6821Ds 885 bs 7151bs 2805. 2 AnoDars Q 0.45' MIn.O.C.1 UciO. into .1T5' Alum. (FW.4k WA WA WA WA N' A NIA WA WA 171 IDs WA 3700s WA 18T It» WA 3321bs N/A 4731Os WA 170 lbs 221 U. 1A.-11119119.-r 1951bs 1951bs 2251Ds 445 bs 822ms 135 Pos 1401bs WA WA WA 301 Ibs 442 ms S601bs 2 Anchow Q 1.15' Min. O.CJ F421p (Flp. BY 2401M 350 lbs WA NIA WA WA 190 04s WA NIA NU I G:rUt<tn¢Vrr.7cr �.� o�,,,�....i.,�....... .......... _.....-._._._.______ __ FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: rF1�IGURE 5: FIGURE 6: TABLE NOTES rmrNT FORMULA' {DP ,) X ( ANCHOR ANCHOR CAP.- MULLI 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 ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1TOR 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 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 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, 1" S.S. OR 410 S.S. 1' X 2.75 X .650' MULLION W co W E PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 E.piration Data 05126/2021 LYN& '�'.•'LICENSF''•�4'�� No.58705 A. LYf'IN &LER, P.E. FL P.E.# 58705 a .04 TABLE 5A 501n 60 in TO in Coln W In i0a in 12014 1401n _ 1601. IieL1811gWu Ic+pl lnen9. I�uwnH,ua „=r ,.,^,m ••,•••••••s-••. ..-....._..•. .___.--_- % 3.125'• traadng Loading I..&Q Loading Loadllg Ln�N Loednd Laadng Loading Lcadng Loadng Lnading Loading Loading L- m ng a a ng .600"Alum r r r r z ;i^ r a r r r r r a v s., Tn-u a �^.-,.. 'aTube Mull o a� ga �� u� �. g a aG aa� ci u O n o o a u 1i o n ov o �ia u ov i2 u' o'=p tQ -a 'a �� =� �s =� e� _� aP a� _� a� 5rc E �¢ �@ �rc �o a=e s �� i� �rc �� d`z �c a`c �� �a s'� 6 In L ..1 TABLE 55 AnchorCa achy Table (Ibs) sumlate 27k mmrde 3.5kcmc. H*I-CMU FIIIe0CIAU I PT Wood Muni ylg pco V4'SS Eko WT 17co 114"SS Ell.A10 Ste9 e#12 Sted 812Sted gncnor Type: 31WElco Unram L4"OcoUnrncon Ullraeon 3'1S Ell Unla:m vs Eto Unlazon AgyeGt Ulnacm Aggn:Gatm Sl"(G*js mlG5) Sc'aa(051 Anchor Clip Patloms Edge DstamepnY /" z-1r 1• 2-v2 3-L®" 1' 2-t/2' i' 2-V2 2• �VB' z o.ae' I aw o.ffi4• E'(nsanertl gn. t314" 0s ly4• 3g0 13/4' 45]0s 1�1v B90 Ib9 21 164405 1-V4' We In 1-V4' 2W Its 1-1I4' 354 In 1-1/4' 7401r4 1-114" 374 Ibs 1414" 664 gs 2 049In, 1-SB' 341 Ibs 682In I 1319• 8551daI! 44'LlbsP112D lznes 600s 2Anctws®4.75'Mlrt O.C.1 Stamzn]m O�et Cllp (Rg lj 4 Archers Q 1.15- NIa O.0 I Standard (10MCU Clip (R4 2t 460 0s 700 0s NIA WA WA NIA 3Afl Ibs NIA ILA I7/A WA IUA 4A.In. a3" hilm O.C.1(n 915Aril• Cnpsl(Rg. 3} 760 ms 7W ns �]�s 15EOICs 18961b9 Wb. &W In N/A 7601M 7461os am Im 169211a 682Ito 8S51M Im 3Arcrors�0.4YMIn.O.O.lULOp,Udn.125Asa O'44Y NIA WA N/A WA W4 NIA WA WA WA NIA WA NIA WA WA073 IM 1400s 1T70s 3701ro 187In 3321be 473 is 1700s 221 Is601s 2 An— p 1.1S Wrt O.C1 FC11p(Fig. 6Y 24005_ 3W IDS NIANIA L /A ee In WA WA NIA5D Iro FIGURE 1: FIGURE 2: _U ® ® IG FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE6: 4Nl:l1UK l"HYA#"' I T IiuJua' mcn I rt/n,v,uv� (DP",) X ( ANCHOR CAP.,-,-) _ANCHOR CAP.- MUWON CAP.,,,a USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDINGTO 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 AN CHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE F-1.000"-1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETA13LES 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 3125' 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. 51. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED W--�- 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" 1" X 3.125" X .5" MULUON THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEELTO BE AT (V VF MULLION) 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. a go X vc aUl Ul � oY o 0 (h U) 0 C U x ¢ 0 K LL e` Z a) 0 n m0 i( U o PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 E7'pimtIon Date 05/26/2021 No.58705 •� O SATE "',, 70NAL. 'FN,.�. A, LYNNIMITL66�1 P.E. FL P.E.# 58705 Mullion Capacity Table (Ibslitr) _. Opening -Width - YBfh4b pa rg-m ns oFOpenng or mn pe rgtn rs 60b 60 in TO In no 1. Sol. 100N 1201n 140In 160N 1 x47r.125 Reeten9uhlr (nadn9 Tmp/Tden9• Luedn9 Reoangtlar Loadng Tmp7Tnang. t2ng Reelalguler Loadn9 Tmpmro. L.WM Reelunguler Lcafo Tapridang. Losdng R.Ia SWer Lced)ng T.WTft,2. Lmdng foam dar Lowing TmPMl n9. Lwdng Reetslgulnr L-ft Tm;frdmp, Lcedng Tiecwrn tr Loedrlg Tmp/Tdone- Loadna Recmn901 Loadng Treprtdan9. Lcaf9 Alum -Tube Mulliona s �a r sg >va ^ u ss az S ii �e d o� d`¢ k c s2 �� E 1i s $ �e d`rc a �o 8� 8 az f2. y§ ¢ Id 3` a1 " 3 aa 5� 43 ub a5� 11 c 09'^ 4Sa AS a c d c� G s e �€ ���'�'2 m 5^ O 42 In 170.0 520 170.0 4D5 i7a.01 744 17o.0 478 170.0 868 170.0 506 170.0 092 1 170.01 619 170.0 1116 170A 621 17D.0 1240 170.0 5Z1 170.0 1145 170.0 521 145E 1489 170.0 521 127.6 14B9 170.6 521 48In 170.0 708 170.01 524 170.0 8% 170.0 584 1T0.0 992 1170.0 630 170.0 11331 170.01 601 1170.0 1275 170.0 6P 156.3 1303 171LD 680 130.3 1303 170.0 650 111.7 1303 170.0 680 97.7 13D3 i7o.0 680 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 1195 170.0 723 156.1 1235 170.0 747 140E 1235 170.0 756 117.1 1235 170.0 756 100A IMS 170,0 756 67.8 1Z35 170.0 756 641n 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 754 115E 170.0 803 1372 1158 170.0 837 123.5 1158 170.0 &M% 102.9 115E 170.0 861 802 115E 1740 861 P2 115E 170.0 061 60 N 170.0 565 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 1042 1467 B15 1112 104Z 136.E 801 100A 1042 130.2 T91 83.4 1042 125.1 782 71.5 1D42 125.1 782 62-5 1042 125.1 782 63N 170.0 930 170.0 745 1512 592 1616 SIB 129E 992 144.4 799 992 131.0 M 100.B 992 121A 768 90.7 get 114.5 758 T58 992 108A T45 64.5 992 108.0 744 58.7 S92 1080 7M = 68In 165.4 947 170.0 759 137.8 947 148.0 780 115.1 847 130] 768 84T 117�7 752 919 94T 106T 738 92.7 947 I= 727 688 947 83.1 713 59.1 947 94.0 :11 51.7 617 64A 711 C 72N 135.E 8/9 142.7 737 1132 848 121.6 771 97.0 849 106.9 708 849 96A 898 75.6 849 58.7 656 67,E B19. B2J. 875 568 849' 75.3 859 48.5 549 725 652 426 049 T24 6fi1 J 761n 115.5 782 120.7 665 96.3 762 102.6 662 825 762 90.0 640 762 80,9 629 64.2 762 74,2 620 57.E 702 692 613 45.1 752 628 S02 41.3 762 59.9 597 36.1 7@ 59,! 695 78b 1a6,9 724 111.4 6M 59.0 724 84.9 .1 76.3 124 829 609 17= M4 74.4 589 59.4 724 68,1 591 53.4 724 63.4 583 44.5 724 67.3 613 382 724 64.3 567 33.4 724 $3.5 10 90In 69.E 643 71.E 483 50.0 643 60.7 474 49.7 941 171 41 543 47.1 458 39.6 643 42.E 92 34.8 5/3 J98 44fi 29.0 543 34.0 4W 24.8 543 321 430 21.7 543 30.7 42S 475 56.9 427 47.8 478 49.7 413 40.9 478 432 412 478 3B8 406 31.8 478 34.8 400 20.7 478 32.0 395 23.9 478 28.1 US 2D.5 478 25A 380 179 478 24.2 376 1 o5 In 403 3P 41,1 3li 37.5 3P 34.6 3]5 288 3T7 no Mo 377 26.6 325 22-4 3P 24.0 321 MI ]77 22A 317 16.8 3P19,D 310 11A ]77 17.1111N 37.1 357 37.E 323 30.9 357 31.5 318 28.6 357 27.6 313 3W 24A 3a9 20.6 357 =0 305 16.5 357 20.1 301 15.4 357 17.4 294 12D In 29.3 SOB 29A 279 24.5 306 75.1 27421.0 30621.7270 SOB 182 287 163 306 17.3 2e3 -- INN 17.0 212 1 172 1 I HDLG OD Anchor Calacity Table Ibs SBhstOtc 27k Coromte 3.5k Caro. I lw3 04U Filed CMU PT Ward M.W 511fi' 63ce 114" 66 Ebo 5116° Elea 7!4' 89 Fxo 0" 6teel M2 Steel C72 fired Anchor COP Patterns Andlm TypC 7/16•El90 Wr4e4n 1/4'EkO UOmem UlOaoen 3'16'EIeO Uh-an 114'l:lsa Uttmem A90reG4tor Umecon Ago.Gatsr 6anw (G5) Serar (M) serele(M Edge Oistence fnk 1' 2-12' 1• 2-1frR2M 1' 2-12' 1' 2-10 T 3.1re' r 0.49' Ob7' 4326• Embedrnsnt Mk ta/4' 1-314- 1-3(4• 1al4'1-114' 1-1/4' 1.4/r 1-1/4' 1-1/4" 1.1la' 2• 1a/S' law lairs 2Mehors ® 4.7W Min. O.C.1 SW.J d or Offset Clip (Fig. 182k 390 M 39D W 450 It. B901bs 2709a 2601bs 354 Ba 740Ibs�374 Ibs 654Its 9461h+ 341 Ibs 44216s 6601Ds @ 22S Min O.C. I Standd (or WWI Gip (FIg. 3k 700 bs 747 Btt 5801bs 1410IOs N/A 550It. WA 630 bsA 8601bs WA6821bs 5651M 11201bs Arohom@1.1S MIn. O.C.l Slandmd (cr OOset)glp (Fb. 4k e600s 140016s WA WA WA 7W Ibs WA WAA WA WA 1303IM 1P0lbs22/0Ib' 4 Aoclam ® r Min O.C. / R) 245 Mglc Gips ! (FAO.57: 710bs 711bs 08010s 1500 Oa 510 Ibs 5601he NIA 760lbs It. 8801hs 16221bs 682 Ibs 085 its 1120 gu SAncMrs 49 ]'Alin O.C./�245 M9Ic Gips!(Fg. fi): 11701bs 11701Os f0201hs 2340 ba 810 bs 840 lbs NIA 11401b5 1122 Its 13101bs 2838Ibs 1021hs1327 Ns 16801Ds 4 Anchors ®0.45 Min. O.C.I LHLp, Into.125' Atom. (Fp.71: WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 bs' 2Arxh.. ®22S Mal. O.CJ F-Ob (Fb. 8k 350 bs 950 Sa 290 Ws 7051hs 476 0u WA 2501ta WA 345 lb. N/A 440lbs WA 341 Ibs 442 Rs Wo bs 4 Mdmrs ®1.1Z-Mtn, O.C./ F43ip (Flo. 9k 490 bs 700 to WA WA WA WA 380 Ibs WA WA N/A WA I WA 682 lb. 8951. 1120 bs HIVI.nVKl.l4rHl,rlr Hu.,uJ c• r'vl�,nur-n. (DP-) X ( ANCHOR CAP.e,,,,�1 ANCHOR CAP. - MULLION CAP.,,,,,,,,,c 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 CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI I EKN mu /SNu1 R ,iALUUES AS -- vUr. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: . • • • • 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 FIGURES: FIGURE 6: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. , EI • • • • • SUBSTRATES: CONCRETE SHALL CONFORM TO301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOO ASTM 650. WOOD SHALL BE PRESSURE -TREATED YELLOW C • SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF .125" THICK STEEL • o STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 8 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. f Q Z L a N NA mo B S W It X� 6 X a V 0- ¢ Z 0 O. 3`� 1n m0 b p 01 CS � PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 -�•� 1.000• r LY 71 !/ O i ICE * : tNo. 5870rt5 1 xa x.tzs A�B ��ONAL MULLION A. L "`%NMILUEk P.E. FL P.E.# 58705 W W 2 U2 F- T A0t = 7 Mullion Capacity Table Ibs/tt) - - - ----- - - ` - en n - idth-(toi`4B y Sp6mtng-m 6R4 r - pen a III •r-TaadaYRla9�spa1v11Rg771i80a 501n 601n 701. 80 ig 901n 1001n 120In 140 in 160 in 1 X 4 X.375 Rectangular L®dm Ttaplldan9• Loadog Redangular Loading Trop7Tden9. LoaOing Rectanguar Lowing T 011deng. Lwdn9 Rectangular lnadng TreprMang. Loading PeUangular L.Mg Tn`wTriang. Lndrig Reetanguar Fading TrepRdang. Leading Recten pdor Loading Trap?deng. Loadng Reelenguler leasing Trep/Tdeng. Loading Rectangular Lcadng Tn4✓7deng. Loading Alum.Tube $ „T, Mullion p c3 �• 8 ` a� A u €� r (ff 6 ¢`a� v 3 €� 20 r o E9 crc r 8 =_ a r ci �� d`e r 5 Sg s� r ¢e ens a• c� €�•g"`g �. t IS c9 > d`rc a €� ate.c r ci 0F' � ci S� r r$ �e� a c� fr� so r c5 998 43 fr� soa r i �� m 8 fi r i �� d`o: _r ci ,5 �e r ci b� � a� r c3 1 �o � 8 arc m ci �� r ,r6 ��, t5 ' d� z r 8 ?E _ d e m ci 3g s� n c� e 51 ¢ r `g �o r. i < arc 421n 170.0 620 170.0 425 170.0 744 170.0 47B 170.0 888 170.0 506 170.0 S92 170.0 519 170.0 1116 ITD-0 621 170.0 1240 170A 621 170.0 14M 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 527 481n 170.0 708 170.0 024 170.0 850 170.0 W. 170.0 9S2 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 690 170.0 1700 170.0 650 7Tum Ism 170.0 680 151.8 2024 170.0 580 170.0 747 170.0 W3 IM.0 898 170.0 631 170.0 1046 170.0 6e1 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1454 170.0 756 170.0 1793 170.0 766 158.0 1919 170.0 755 136.5 1019 110.0 756 170.0 797 170.0 612 170.0 958 170.0 661 170.0 111& 170.0 754 170.0 1275 170.0 1434 170.0 837 170.0r14 856r 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.0 861 170.0 885 170.0 701 170.0 1063 170.0 797 17a0 1240 170.0 879 t70.0 W7 *21M 170.0 1594 170.0 996 155.6 1033 1619 170.D 1063 111.0 1619 17G.0 1083 672 1619 170.0 1053 F722"' 170.0 930 170.0 745 170.0 1116 I70.0 850 170.0 1302 170.0 940 170.0 1488 156.7 1642 170.0 1076 141.0 1122 15Q 166.5 1156 100.7 1642 167.9 116T E8.1 1542 167.9 1157 {170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 I60.6 1472 170.0 1086 142E 1472 169.5 1148 128.5 r12. 1130 1472 147.8 1100 91,8 1472 146.0 1104 80.3 1472 148.0 1104 m170.D 709 170A .878 170.0 1275 1T0.0 f009. 130.8 1J201fi6.2 1101 1320 1320 149.9 1082 117.J 1320 137.8 106fi 105.6 1049 1320 117.0 1@1 75,4 LSza 112.6 1013 fi6.0 1320 1125 1012 e n 170.0 1122 110.0 937 149.6 1184 159.4 1013 129.2 1184 139.9 994 112-2 1184 1251 978 99.7 1184 115.1 264 69.8 952 1184 97.6 935 64.1 1184 93.1 927 56.1 1194 923 925 79fn 1661 1124 170.0 %7 138A 1124 147.0 965 118.6 1124 128.8 947 1018 1124 115.E 931 923 1124 100.8 918 e3.0 1124 9% 1124 89.0 890 59.3 1124 81.3 881 51.9 1124 B12 878 90 in 108,1 ti44 tlt5 750 9a,1 844 94.3 736 772 BM 821 724 87b 844 7J.3 712 6g.1 844 66.5 702 $4.0 844 61.4 693 I5,0 Bu 542 876 38.6 844 50.0 6fiB 339 BH 47.7 662 %In 69.1 742 91.5 663 742 742 77.2 652 fi3,6 742 672 841 55.7 742 59.8 831 49.5 742 fi4.1 6'22 44.5 742 49.8 614 37.7 7�2 43.6 600 31.8 742 39.8 590 2T.8 742 37.5 SB4 108 in 626 SBB 619 570 52.1 886 63.8 $21 44.7 506 46.6 517 39.1 5% 41.4 605 34.8 588 37.3 498 31.3 SW 342 492 26.1 deb 29.6 481 22.3 586 28.6 472 19.5 586 24.7 466 1111n 575 555 58.8 503 48.0 S55 49.5 495 412 555 429 487 36.0 rd6 38.0 480 320 b55 342 d77 28.0 555 31.7 467 24A d55 Z7.1 457 20.6 555 24.3 448 18,0 555 22.4 442 1201n 46.6 476 48.4 437 38.0 475 39.0 426 32.6 475 317 420 28,5 475 29.8 414 25.3 475 21.8 4D9 22.8 475 24.5 404 19.0 475 21.1 393 16d 475 1fl7 387 14.3 475 17.2 381 1441n 25.4 330 28.7 305 220 330 224 >01 18.9 330 19.1 297 16.5 330 17.0 193 F1�LC / o An her Capacity Table Ihs Subsftate: 27k Cor%rete 3.5k Cone. Hallo! CMU Filled CMU PT Woad Metal Anchor Clip Patterns AtLYlOrType: 3116' Elco UlOacan 114^ Elco UlOacon b1C Ell.1/4'SS Nvecon 3116' Flco U10acan 1/4' Eko URraean Elca ACOreGab( 1116'Ell, Wlrecon 1/4' SS El.. AggreGebr $10 Steel. Senav CGS) M12 Steel Screw (G5) k12Sted 9crew (G5) Edge Wtance (In): 1' 2-tz I. 2-12 3.118- T 2-1R' 1' 2-lE r 3-118' 2' 0.45' D.W 0.324' Emb Amen) 1 1-3/4' 1-314' I 1-3W 1.3A' r 1-414' 1.7/4' 1-1/4- 1-174- 1-1/4- 1414- 2' I-1B' 1-3/8- lanes 2 Anshme @ 4.75- Min. O.C./ Standard or ORet Clip (Fig. 182T 3801tn 390IDs 450 in E9016s 16441bm 270 Ibs 2B0Ih 354 Ibc 740 ms 3741bs 664 in No In [be 442 Elm 5801ba 4 Anehwa @ 225 MBI O.C. I SlaonaM (or Oesell COP (Flg. 31 7001bs 700In 55D In 14101M 962In WA 55D In WA 630 In WA Soo In WA to. 853In 1120 ms BAiwnom @ 1.15 Mln. O.O I Slandad (or Offset) CUP (Fig. 4}: 9601bs 14001ha WA WA WA WA 760 W WA WA WA WA WA 17701bs 22409ss 4A.hdrs @ 3'WnO.C.I(2) 2e5 An81e (Xps I (Fig. 4 7801bs 7801n 680In 1560In 1888 Ibs 540 Me 5B0 in WA 760Ibs 748 Ihs 8301ba 189Z los N13530. 885Ihs t120 ms6 Arotera ® VMlrt O.C. I (2) 2a5 Angle Clipc I (R9. fiT 1770155 1770 Ibs7 VN In 2340 In 2844 In 610 In B401ba WA 1140 N 11210a5 1320 the 2838 0a 1327 In 16g0 In 4 Ancr- 91 0.45 hfin. O.C. /UClip, n1o.125' Aum. (Flo.7k WA WA WA WA WA WA WA WA WA WA NIA WA NIA 1430 me 2 A.M. gy - Min. O.- F- Is (Flo. Bk35 IIbs 3501hs 2901to 705In 476 Ibs WA 280 In WA 315 @s WA 4{O lbe WA 442In 560 in 4AnclwrsG1.1Yeiin.O.C/r-Cgp(Fig.ek 480ks 700In WA WA NIA WA 3801N WA WA WA N/A WA 885Ile 1120In NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD ANDARD CUP. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURER: FIGURE9: FIGURES: FIGURES: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. NI rVteMULw: =ANCHOR 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 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 0-90. 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 BE A MINIMUM GRADE 33AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12S THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERUkL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. s. 17r i i j kj m oY e PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By �L--- T aN CEfV *IV* 'Z' No.58705 •�� ATE F ''A. YuN Ml P. E. FL P.E.# 58705 TABLE 8A Mulgon Capacity Table IbsW) -' -- - pen n E r-ue peWsnO-m ens pen n e ght for X1nmr9aI -Spanning-mu 1D -- SO In 60 in 701n 3o in 901n 100In 1201n 1401n 160 in 126"X ReCnngdar Lcadn9 7rap/TAang. LLaeing Pecteagdar. Laading Treprniang. Loaein9 Pwenngular La4dlig Teprni"g. Lmdng Reenrgwar Loadn9 TaplTdeng. loading Rectanpdar Loadng T2pRAan9• Loadng Reefaneuly Loadn9 TnplTnang. Laadn9 Reetan9utar Loadng Trvp/idenp. Loading Rnetangdar Lcading Tr4pRdang. LaadNg ReGbng„tar Loadng TrapRnenO. Loading 3.188" X 265"Alum Tube Mug L "u IL sy{ 7.11 2: $� 1:• E 2` o "y fia L ff L u K tea 2 $ e "S a ,Z s g D B a'- 5� D � 2 "�(1. s 13 2 a =� A a 5a a`Ie 2 q tie 2 �� 53 d`rc �• s g se = a rc x 3 5� s� L t dr a: Z• ; se b "gg 'a! b a se D s •�� rc a` qg se b ee �1 .2.a'e S .,' �e X doe L 8` R �e 3 a LE t s Z d d 2 a L d L 42 in 170.0 S20 170.0 435 170.0 744 170.0 478 170.0 968 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1485 170.0 B21 170.0 1735 170,0 521 151.6 1769 170.0 521 481n 170.0 T08 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170,0 680 154.8 I 170.0 690 132-7 1545 170.0 680 116.1 1548 170.0 680 50.625In 00.0 747 170.0 50 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 766 112.3 1468 170.0 759 104.4 1468 170.0 758 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1273 170.0 $03 162.1 1378 170.0 837 146.8 1376 170.0 856 1223 1376 170.0 S61 104.8 1376 170.0 861 11.7 1376 170.0 661 60In 170-0 685 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0, 1158 167.4 930 123.6 1158 158.8 919 111.2 1158 150.0 912 8 144.8 SOB 79.4 1155 144.6 905 69.5 1158 144.8 905 631n 170.0 930 170.0 745 160.1 1051 170.0 850 1372 f051 155.9 862 120.1 1051 142.0 80 109.7 1051 132.3 837 98.1 1051 t25.7 630 1 119.5 872 58.6 1051 119.1 821 60.0 1051 119.1 821 $ 681n 167.1 067 170.0 789 139.3 957 151.E 905 119.4 957 134.0 790 104.4 057 121.6 777 92.8 957 112.8 767 83.6 957 108.E 759 100.0 750 69.7 857 08.9 749 SZ2 OW 23.9 748 c m 721n 120.7 804 1352 698 107A 804 1162 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84A 650 64.4 894 78.8 643 4 7Z3 633 46.0 504 6S.9 629 40.2 804 69.6 628 76 in 109.4 722 114.4 630 912 722 872 618 7B2 722 85.3 606 68.! 722 76.7 89fi 60.6 722 70.3 58B 84.7 722 83.5 580 59.5 570 39.1 771 56.7 685 342 722 662 fi64 2 76 In 101.2 686 105.6 600 94.4 685 89.6 588 7Z3 685 78.5 M 63.3 685 70.5 566 662 685 64.5 56D 60.6 685 60.1 653 5 1413 64.3 643 36.2 685 51.4 537 31.6 555 50.7 536 901n 65.9 515 E8.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 361 515 40.6 428 33.0 615 37.4 422 5 33.1 413 23.5 615 30.5 407 20.6 515 29A 404 961n 543 153 21 404 453 453 47.1 397 36.6 453 41.0 391 33.9 453 3GA 386 302 453 33.0 379 27.2 374 3 26.fi 366 19.4 463 24.3 3801081n 38.1 358 39.032331.8 35832.0 318 27.2 358 28.4 M3 23.8 258 25.2 308 212 358 227 304 19.1 !45V330.4 3008 18,0 2A7 111 In 35.1 338 35.8 306 29.3 338 30.1 $01 25.1 338 26.1 297 270 338 232 293 195 338 20.9 289 17.6 285 120N T7.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 25G ITA 290 182 253 16.4 290 16.4 249 1441n 16.1 201 15.3 IBfi - TAR[ F BR AnchorCapacfY Table Ibs) S=mt. 27k Connie 35t 000c. I H01mr CMU FBIed CMU PTW= Mend AnehorCllpPattams MchtY lypC 3/16'EIc0U0rsm V4'Eko BIBBcOn 5110'BOO ul¢ n 3'16'FJcOUgxOn VS Ek0U0rdcCR V4"SS Eko A99^,.aor &W Bco UK.- V4'SS EIco A921G #10 Stag gam ".'Se-CGis) 8T2S-, 8129- Sarex(G5) Eage(3st4Me ft 1' 2.1/7 Y 2-v2 3-1/8' I 1' 2-UT 1' 2-v2 7 3-10 7 SAS' O.SC 032e ErtlDedned On. 1�/4' 181r 1314' 1S'4" 7 1-1/4' 1-v.e td/4" 1-V4' t-1/4' 1.11r 7 1 as- 1:r8' nabs 2AWOS Qa 4.76' etin O.C.I S1andLd Or Offiel Oip (Ftg tr 590 lbs 3M IM 450 M 890IOs 16U4 tbs 270 M 200 Mr 354 its 7401t6 374 Ibs E64105 946 0s 311 Ws 4421ts Sfi0 Y. 4 AMhas g 1.15' MIA O.G / Stmoatd (a Q'ket) Crap (Fig. 2): 4801Ds 7001ts N/A WA IVA NIA aw US NIA WAa WA 68210s ass Ite 11201m 4 AM nae (a) 3' Min. O.C. / (2) 2r5 Ar9le Cups / 09% 4 7801te 760 OS 690 ®5 15E0Im 169611s 640 R9 SM M NIA 7601L5 1892®5 6B21DS $85 Os 4120 Me 4A."QG.46' Mtn.O.C./U.CllpInt0.125'Alefa(FIB47 NIA WA NIA NIA NIA NIA WA N/A WA WA N/A WA Um LIS 1 Ar Wr I FCIip (Rg Si 495105 195 Its 225 ins 4451¢s . BEII. 135 De 140 IDS M IM 370 @s 473lbs 170 5s 221 IDS 280 I� 2 Anchors 9 1.15- MI0. O.Cl FLep Mg. 6T 2401b6 3EO the N/A WANIANIA 190 lbs NIA NIA NN 341®9 4421b5 b60 Poe NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE 5: He':, ANGLE CUP MUST ® ® BE USED IN PAIRS. FIGURE B: TABLE NOTES =ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACI iY 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 ANCHOR OPTIONS FROM THE ANCHOR CAPACITY 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 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.125'THICK STEEL STUDS TO BE A MINIMUM GRACE 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 #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. PRODUCT REVISED as ec rnPlying with the Florida Building Code MCA -No. 17-0630.01 Expiration Date05/26/2021 `"" opr l Iv/y� Qom.` .•• CICEIV •. �((� •1� ; No. 58705 1 SAE 7- .•�_: G� ' OVAL 1tiN.�. A LYNN MILLER, P.E. FL P.E.# 58705 • -v TABLE &Din WM TOIn e0N 90In iW In 120In 1401n 1W In erTaRpr T`pRrWia di¢ ri Fes aler TanRr 7rpinp. T `p'T9R-ungulr Tramg RelnguWL1LnLongL°dD L dine 1.Zz 3.25 Load�Loading i�g�dpqm Laadim Leading Lnadog ws�O Ln X .100 3 _ Alum. Tube & 'Q6 -• A �8 Y �8 �ggSgg1� GBH r MuMon g �� h 6 �� B` 8 0` 8` 6T ,1H 011 TABLE 96 Anchorple SObatrete: 2Tk Conomle Ibs Halbvr CMU Filled CMU PT Wood Melal114' AmhorTYW: 31W Elm Ullreeon 1N•Ebo UtraEll IgG2 Ultareon V4"Ell Ullason SS Ella AgomOalor We, FJco UUacan 114. 55 FJea AaaaaEly alaSlcel 9orew (GS) 012Seel Scew(GS) a126- SorewlG'0 Anchor Clip Patternsdge 2-VY P 2 2-V2" 1" 2-12" r 3-1l6' r 0.48' 0.54- 0,324' DIM—M): 1. ml(Int 1' 1.V4' 1"11 1-4' 1�W Y • 1.114• 1-i/4' 1.1W 1-1/P 1-1/4' Y 13r8' 1-a/6• �eAn 2 An=Nara ®4.75 N.In. O.G! Slendad OAsat cgP (FIp. 1k 3301bs 3 W Iba 450 Iba 83o Im 16/q lba 270I56 280 Iba e NO 1. 374 Iba W4 ms 96Sim 341 Ms 8821ba 442 In 8851ba 580 Iba 1120qAmhoraQO3"Min 4 Anehars ®1.t5' MIn. O.G / Slanaard (or Orsei) Clip (FIg. 2y 4801bs 7W Iba WA NIA N/A WA 3W lba N/A 160 Ms WA 7-0B lbs WA BBO MO WA 1892 Ma 1823Arohaa O.C.IR)2a5Ang!eGIDa/(90. ax 1 W Ms 7W Iba 6801ba 1560 Mo INS Ma 540 Ma SW lhs 7NIA NIA NIAWAW1 d6 0.51'Mh O.G ! U47Ip, hto .100' Alum (FIg. dj NIA WA WA WA NIA WA WA m NIA 3701bs 187 Iba 112 Ma 4111ba 170 Ms 22f ISo 2tl01bs A.M.1 F47IP fflg. 5j 795 Mc 195lba 2251ba 446 Ma 8221na 135 Ms 1401ba WA WA N!A WA ${7 Ms 442lb3 1 56011re 2 Anchma dP 1.15 Mtn. O.G/ FGIP (FIg. BX 240 Ms 3 W In. WA WA WA WA f W Ma N/A FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: ' FIGURES: E ANGLE CLIP MUST ® ® BE USED IN PAIRS. FIGURE 6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO 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 C-80. 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 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,,:) =ANCHOR CAP.,,m MUWON 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 WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.2W 3.250" .100" 125' X 325' X.10D" MULLION FOR FIELD -MULLED UNITS F--1.250-1 3.250' .10D" 1.25'X 32S XAOT MULLION FOR FACTORY-MULLEDUNITS W W co PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 17-0630.01 Eapir.o.. 1)ate.0512612021 111fi ill/ L}CENSF'-."e * No. 58705 MS ATE Fi•- '''/S/ONAL S,%\\ A. LYNM M6, P.E. FL P.E.# 58705 Mullion Capacity Table Ott- I W. m m MOM m�m,�®�0 ��®mmimm m,�mm�,m�mm;®Enm[m®imma ������1w�mm ®�Em=mKmc3 Immm,®lmmm ®m®mmm�m�®m,mmm .®mm�mmmm;®mimmm�m-mm®m, 00mmmmmmmmm®mmm®mm®m �mmm mmmm ®®i®mmmmmmmm:mmmmmmmm®omm mmm TABLEIUB AnchorCeperAty Table (1h6) SUtsiml 27%Cais:rde 35%Cant. 11'a waAu I FUIMCIAU P7 Wool Mda 916�FIco V4'SS Coe 6/i6'Elco 114'SSE tl10 S1� F12Sleal /II23tes Anchor Clip P6tum8 ArlWTyp 3'I6'eco Ullram UN ElcoUUreton Ulvacon 3'16'Eleo Ulam 1/4^oto UUracon Aggr�dor Unracm AWreD6tar Screu(CS)screx (CS) Sclavl� Eoge gsance (lnX, 1• 2-Vr 1' 2-112' 540 1' 1 2-112' T 1 2-117 r 3-1/6' 2' 0,46• 1 0.84- 0.324• EmDeaOHtl n 13l4• 1-T'r 1414• 1y4' r 1-tf4' 1-V4" 1-114- 1-V4' I-It4' 1-ve r 1-318• ta'8' vales O.C. O.C.1 Sta0 ar Al Cap 09 U 2 AncmR Q 4.73' MInal 390 ID. 3900. 450 MG 8901DS 1644 th, 270 DS 2W It6 354IDS 7401M 374 D5 654 QH ad IW 341 Df 442 b, 56D Ds 4 AMhae ® 1.16' MIn 0.4 / 3t rl rd W WWI CAP flg. 2X 180 Ds 700 DS WA WA NIA N/A 3001hs NIA WA I41A WA WA 682 ms 885 0a 11201b1 4ArchOrs@3'MIn. O,C,I TI)&SArgle Cfpsl 01s 3X 7601D9 760 De 66D IDs 15601W 1896 Ds 540 Ds S601Ixi NIA 760IM 7AS IDS 830Its 1892 692 ms 865 Us 11201US 3 AMW;@051'MhI O.C.lUtAlp, Inlo.f00'Atum. (Fl2. 4X N/A WA NIA WA N/A NIA WA NIA WA MIA WA WA NIA WA 9501m 1 Arc har/ F4:aP L 6X t85 Ds 105 Im 2261DS 446 Us 622 6E 195 Ds 140 Ds 177 D3 3701[e 1871DS 932 es 473 Ds 170 Ds 221 0s 2e0 Da 2Anemn ®1.1G MIn O.CI FLNP 9 6k 2/01D9 350 hs WA NIA N/A NIA 190 Ue WA WA WA WA WA 941 ms 4421m fG0 Un TABLE NOTES: FIGURE 1: FIGURE 2: ® ® ® ® 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. FIGURE 3: FIGURE 4: FIGURES: r FIGURE 6: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CUP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100• THICK. STEEL STUDS TO BEA 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 & 912 ANCHORS INTO WOOD MAY BE STEEL 1" S.S. OR 410 S.S. WYI.I'IVR I.Nf•M1.111 M (OP,,,)X ANCHOR CAR,,,,,,,,,, _ANCHORCAP.— `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 WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 125• X 3.25' X .624• MULLION FOR FIELD -MULLED UNITS PRODUCT REVISED as complying -th the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0/2612021/2612021 C1., VICENSF ••, l� No. 58705 -p1 A222��'�u�, lift NAt IEtJG� A. LYNN MILLER, P.E. FL P.E.# 58705 T L) T ® G7 A m ® N �m�g Am3F MI (n 1 0 om228, uyNZ om�ZOO— gO mmr�cTN-i mm8 N 2G)-g �z°���E m OOZcFpMZj Zn-mmm rn=r�T ~ N A3 DDOC1 0 mO .�E 0 tim -tr m3Otn 7d ra-IGm OmmC 5OZ oFE°Po0 OCC m oq Og -dam n AAav TO y�Co xr m m m xz =o0 Q mo mamxti�z ozz c zz -ri limn C) _1 2 ,0 �y1 r C 1~TI fR I-'m25 Cmm rj z �fP�nmr„z�•"I OPP 0 1� m o m oo 0 DF D m 9 -I yD C7O db p- ,gym O on 0 Og •o C Zm 0 - X 1 0 N p T p Z 0 3 g c�Nm0.3i 8gx O �y NmN�i��D�y oo y pxc��y Opp er N O0C)3po m A�m�9WceF mmmN z �m0gio pT m:� 7y] r Z x 0 m m r co o m co oz z D m w�>g o m P ff S c 3 ® P ,P 0 'p e �P�o> D R R �3 4� QQQ(a1''�rnrIrt s � L Al N fs$�8B�pe tfB>K3RZN B 13 a� y!'bng Q a a B N g 3 0 ass C P7 H $�Pi 75 SC • c � �vrcl3�mNN Yd,� D� D� y d N N Q isoeJ21H�� I:S rnil 712�2��,g�rn c z E =IO2 F FomcyC _ a CcAC Z (Z(� m m y p m� � V �OjO�rm OD . rn,m���p .0 g€g ZmZ—mimlm DL i ec,�0 �. 0031= -4zm 3o m oz g �gNmwzg o m'•i o �E P �Z zmmy a O c.A D oO z�3o °m9c n,o i J J SC m m m Wp i0 0 a m Mullion Length a - - - s +� D Mau C.p..by Oboe)o p) zj A he Cap.ellY m 6 0 o m Requhed Ob.) Mae. Capacity s n J m Mcor Capachy u A.d (lb.)o e Y ' 6~ M.M.Cep.Cily b Ie U L e u e _ R.qh Cap.cily Requhed Ob.) m = ow1u C.P..by a u M.Aer Cspechy 9 h o $ Requ.d Ob.) M.Hiean. Capeehy my m be m m M b e b e o b o o OheIIPj 0 0 Meh. Cep.clyet 5 �@ 5• � - � MOP n Capactyy y > �• v b e e g o o Obamal �A Mchm C.pa.Ry M u ti m SC Regitlnd Oba) N ti b i i o b e o e e o MuIO.n CepaClY Obartl'� a� Mch.r C.p..gy u '2_ a e 2 Z4 p R.quhea s S3 o Mull Cepecny r 2 ro u w u u o Obamj s� c R $ 1>= Nit % E tl Meher Cap..by Requb.d Oba) ,$ 5 w Murfm COp.chy o y b 0 %'1 s f W 7 ,�„ i` ,,. .'••. Repubed Ob.) 1 5' e Mum C.pecby y IM.. Meh.r C.P. Ay Rbquhed Obs) m Mugen CapactyyR-la 'd eCquay v R qulr d Obe) M,M1.ilm C.p.eity a 6� s W m e o b o Ob.M) Meh.r Capadry mo a, u Requtn0 (@sl u e o wa Muhlan C.pacily Obalt?) 6 e Mch.r Cepecily`� S' IR m Requbed Obs) e 6 Iin l. oapa.ey a- a a m a e s e M 8 _ _ >e @ �' � Mch.r Ceps.ly Requred Obs) Mullm Cepaeby g o a OAo11F) � B �+ N Mchm C.pecity w H Required pbe) - - b -�, o bObd) Mu@ nCapedy ti MdorCapacityS m e © °: .• Regvlrtd Oba) (c.p.cnyMcAer 18, C.pa.Ily 0 9 RequiredObe)'% Cepecby6. Omm') � Et AndmC.parity = R.pdrtd t@-0 9Q ' COPYRIGHT ®2017 PGT INC. ALL RIGHTS RESERVED SHEET. 1070 TEC N. YEMe (9d1) I 11OLC , ' Mullion Capacity Table bslita _ Operdng-vadthlfocvemcaDy-sparanpTitfions).oGOpcnin9-Hoighi(fbcMdm1a4-Spaotln9,MLdGons) spin So in 70in so In so in 100N 1207n 140h 16011, 2x4x25 Recangular Landng TrapTn'm77. Ldadn9 Rceien9War Loadng TnP?riang. Loadng Recangular Luadng Tupafimg. Lcadng Redengilu LOadn9 TnP/Ixan9, laadng Rtttanguf. loading 'n.;alsng• Lweng Recten.Ww Lnadrl9 T'*TOarg. L4adMg Rectangular Wdii9 Treprllllen9, Locdng Rectangular Wrong TraplTliang. Loadn9 R=UnGular L4adn9 T-Pal G. Loadrg Alum. Tube Mullion p r !@g€ g g r A9 r & r p• a m� tr 2> s� p �� k�� �• R a mB ��g r 3• & ° fA ,�• R� k3e F m �� �• AG ke r T 6� cA•.. @1 k fi� b'7 r a r mg^ b� r 6 bB� r x a� a ¢� ko i� ¢¢ CLN t70A 620 170.0 435 170.0 7" 170.0 478 170.0 666 170.0 606 170.0 93 170.0 619 170.0 11% 170.0 521 170.0 1210 770.0 521 170.0 1488 170.0 521 170.0 1775 170.0 $21 170.0 1993 t70.0 521 49In 17D.0 708 170.0 S24 170.0 850 170.0 684 170.0 992 170D 63D 170.0 1137 iT0.0 Wl 170.0 1275 170.0 677 170.0 141T 177.0 620 '170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 d80 5D.625In 170.0 14T 170.0 563 1-1 8% 1T0.0 e37 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0� 747 170.0 1494 /70.0 756 170.0 1793 170.0 756 170.0 2022 170.0 756 170.0 2J91 170.0 758 541n 170.0 797 170.0 672 1T0.0 956 170.0 691 170.0 1116 170.0 754 170.D 1275 170.0 803 170.0 1434 170.0 07 170.0 1594 17MO No 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 '861 Go N 170A 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 875 170.0 1417 170.0 944 170.0 1594 170.0 9% 170.0 1771 170.0 1033 170.0 2125 W0.0 1083 170.0 2479 170.0 I= 180.8 2680 170.0 10fi3 63N 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 130.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 16U 17MO 1122 17MO 2231 170.0 1169 166.7 2553 170.0 1171 145.9 25W 170.0 1171 y 66N 170.0 97i 170.0 789 170,0 itfi9 170.0 803 170.0 1384 170.0 1002 170.0 1556 170.0 1086 170.0 1155 170.0 1918 1R0 1210 170.0 T118 7TO:D 127b 1719 2471 170.0 1286 132.9 2437 170.0 1266 C 72N 170A 106J 170.0 878 170.0 1275 170.0 1009 1T0.0 14% 170.0 1126 170.D 1700 1T0.0 1228 170.0 0 1315M 125 170.0 1387 145.6 218/ 170.0 1438 124.8 2186 170.0 1529 1092 2184 170,0 1530 16h 770,0 1173 170.0 937 170.0 iJ<B 770.0 tON170.001 170.0 1209 170.0 1794 170.0 1322 165.1 .0 1421%0 170.0 1505 123.8 1960 161.6 1543 106,1 1960 154.0 1535 S29 19M 1527 1531 2 7B 1n 170.0 1161 170.0 967 170.0 1381 170.0 Ille 170.0 1250 170.0 1842 170.0 1369' 162.7 .0 1474861 183.1 1500 114.5 1661 147.3 14TJ %2 iB61 139.8 1459 85.9 1861 137,8 1454 BON 170.0 1328 170.0 11dq 149.t 1J90 158.0 121E 13fi.0 119E 111.8 73% 121.3 1179 98.4 117*,l0 2 1162398 101.6 1147 743 13g8 tr9.8 1722 fi3.g 1388 827 1f05 659 1395 789 1098 NIn 147.4 1229 151.5 1099 122.9 1229 127.8 1073 1112 1061 g21 1229 98,9 1e44 81.9 8 1_ 9229 02A tots 61.4 122g 722 g93 52.7 1228 65.9 g77 46.1 12� 62.1 %7 OBN 103.6 971 115.8 877 80.3 g71 89.0 862 771 849 64.T 971 fieA 037 57.5 8 92571 565 816 43.1 971 49.0 7% 37.0 971 44.0 762 324 971 40.8 771 111N 9s419832 795 919 B79 819 70.9 906 59. 919 629 794 SJ.D 7 TB419 51.8 774 39,7 g19 44.8 TSB 34.1 919 402 742 29.8 919 37.1 7.L"T 720in 755 7W 76.8 716 629 7W 114.5 705 53.8 69S 472 7" 49A 688 41.9 T88 H.4 87706 40.6 668 788 34.9 653 9A 786 31.0 B41 7i.6 7B8 2BA 6:l1 144N 43,7 546 442 604 36.4 545 37.0 488 312 646 31.g 491 27.3 546 282 485 24.3 9W 253 4794B 229 474 182 546 iB9 461 16.6 616 172 465 13.7 646 153 448 TAHLt 7LC AnchorCapadty Ta Wn (Ibe) SUMtnte 27a C-cie 35h CDX. H.0-GMU FBIed (AU PTWom Mao 5176•dc° 1/4'SS taco- Eko vd'SS Bco 410 SreS a'12 Steal N1291c1 Anchor Cllp Patfema Aml-Type VIE?Elro Uft=M v4•EIroU8ra0011 UNacw 3'I6•Elco Ulrsm v4•BcoUltracoll AggreL7u0r Uelecm AgglKiaor Sclevr (CIS) Sc1c+r (35) Serer (CIS) Edga psarce(Ink 1• 2-vT 1• 2-v2 3-1/6' 1. VV2- 1• 2-V2 2' slftr 21 0.48- 0.5V D.Mc FJnDbrlelt Oni 1J4• 1.Vr 7914' 15'4' 2' 1-1140 14/4• 1-1/4• 1.114• 1-114• 1-1/4• 2- 148' 1 I-vir 7SMeS 2An-M ® 4.7Y I11a O.C. / SlardwdOr0214 Cop 09 1827 390 msWNIA- W ago its 1644 NS 270 M1s 281 Wa 3541os 7d0IM 374 IM G94 Ibe 91g Oa 341 Les 442 Oa 5601M 4 Archas 0 28! Min, O.C. I su0 m (or Ot[SN) dip (Rg 37 740 0n1M 14851M 1 W IM N/A 5a11M NIA 6951M ILA Sao 9. WA W21M BBS Im 1120 nn 6 Angola 013L MIL Or, I Stan (0r ,,u, Q••lg 47 No I,Mu 1& IM WA NIA 7051M NIA 7991M WA WA WA 1D22 Re 13271M 16801M d ArcMrs R S•MIn. O.c,f 2l5 ArgieCllpsl lRg Sx 780 !DsIM 15�IM 18861Ds OSOIM SEA Ios NIA 76DIM 7aB IM BOO uta 1892 Im 6921Ds 8BSIM 7t20IM 6AttMR W9' kiln. O.C.1026Atgle CIIP U99, 7 IV01bs1b9 23401M 28441M at M 8401M NIA 1140IM 11221D9 1320 Ms 2a380s 10221M 13271M 160)IM JArchxs®1.34•MIO. O.C,/ll-CIN Inta.l2Y Alun,(Fig. 77 NIAA NA WA WA WA WA WA NIA WA NA WA WA 1073 6Arcron �0.64•Min. O.C.l U4:Ip, NIo.125'AIugL (Fg. BY NIAA WA WA NIA WA IllA WA NfA WA WA WA WA 21 IM 2 Anch0M (9'ZWMin 0 CJF 10 0(Fig 9): 3Tf1 IDS 370 rM 375 ms T43 m 7120s NA 2001M WA 3481hS WA 44D MS WA 367 Mts 46E Ms � IM 3ArCAxB®7.71'MIn O.O1 F43gfFi9-10Y 4431DS 5 B]S 9791bs W3RZ WA NA 3531M WA 3991M NIA WA rLA 511 Ns 5641M 1410 Ms NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN FIGURE I: FIGURE 2' FIGURE3: FIGURE4: • • • • • • • • • • FIGURE 5: FIGURE 6: EA• • • • • • • • FIGURE 7: FIGUREB: FIGURE 9: FIGURE 10: ANGLE CLIP • (FIGURES Soli) MUST BE USED M. N PAIRS. i1Nl.nVtt I,HYHI.II T HU.JIIJ (OP-) X MULLION CAP. _ANCHOR 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 WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. R VALUES AS i noal w•ruwlu fur• QD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLE NOTES: 2.000' 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 .250° 4.000' 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 C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 2• Xa• X .25• MULLION GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. . O CD PRODUCT REVISED aS compiying with the Fiorlda Building Code NOA-Nc. 17.0630.01 Expiration Datc 05/26/2021 By Miami- Product Control LYNy- "I `��,``71 • LtCENgF ���� *�• No.58705 3T TE O 4uz- T a �� A. Ll/!UN P.E. FL P.E.# 58705 TABLE 13A Mullion - - -- 2 x 6 x .25 badng Loafing I - g Loading L4r- g Lmadng L9admg Loading ng Ip oa ng m g AIu11L Tube 71-inai ea z rr a m...z am m aMullion >g a a� o� a a • a ali ti u 3 a C li is lii7 i v G l 0 4 lm oc9to &`ed¢ E 8rc �� rc ��. 1a �I TABLE138 Anchor Capacitle Table Ibs bs08tC 2.7h Coneale 3.5b Copp. HsI-cmu FNedt75U PTWOcd Mebd 5/16• Eke 1/4' SS Eleo 5116' 17co 1/4' SS Eko 910 Steel pt2 Sleet 012 Sled Patterns or Typo: 3Ha• Eka lnlracen IWEko Ur_ N�� 3!fE EItA Ljf fl 1!{•Elcp lAtrawl Aag�Galu I1llraem AgpreGetor Svcw (GS) Serew 6157 6uew [GS) AnehorCGp lce6n' 1• 2.1lL' +' z-77 3-1/6' 7' 2.17 +•z-1rz• r 3-1/S- z 0.46•• o.sa• 0.3za'ent jEdWM=eQn): 6np ta/a• 1.3/4' 1+114' 1-31V z 1-11r 1.414' 1-114' I -IA' 1-1/4' 1-U4• z 1418, 1a/a'ern@4.7SMi'LO.OlSlenderd9.7e2): 350= 390 lbs 450M 890lbs 1644� 2TO Its 2801bs 3641bs 740 ga 3741bs E64lba 946 lba 341 Ibe 442lba Booths 4.OsE 31: 7501bs 780 Ibs 9001ba 1780lba 323210s 540Ibs 56a Ibs Toe Ibs 1490Ibs 74e IM 1272IW 18921bs692Ibs figs Im 11201hc 8 Ancham 91.71-M61 O.C./ SWAM(Fe• 4l, 1180 Us 74001ba 1010 Ibs 250Ibs WA WA 04O lb, WA 10651bs WA WA WA 13831bs 17T0Ibs 2240Iba 4 Anbhom t43-Mtn. O.C. I a) 245 Angls Clips I(Fp. 5): 7801hs 7801bs fiB01hs 15601bs 18981W 5401ha 5601bs WA 760Iba 748IN 680 Iba 169211a 862 Ibs MU. 11m.w 8 Anehua @ 3' Mle O.C, I (2) 2a5 Mgb pips I (Flo. 6): 15601ba 1560lbs 1360 Ma 3120 Ibs 3792 U. 1080IN 1120 Ibs WA 15<-0lb- 1496 Ibs 1760 Ibs 3784 Ibs 1363 Ihs 1770 lb. 22401ba 12 Anctlon: ®1.5' Mla O.G I (2) 215 Mgt- CEps / 0=a7. 71, 16601hs 210D Iba WO Iba 3760 Iba WA WA 1320 Ibs WA 1500 Ihs WA NIA WA 2045 Iba 2e:d Ibs 3360 Pos WA WA WA WA WA WA WA WA 14.10 ®s 11 4NCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ANCHORCAP.,,e,— ANCHORCAP.°„ `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 WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4 Arohors � 1.34' Mtn. O.C.1 t}Cl1p, Into .123' AMm. (Fg- WA WA WA WA WA 8 Arehors V2 0.64' Mln. O.C.! UCBp, m10.125' Alum. (F70.9} WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 2e81 Its 2 Anehaa ®4.66• Mia. O.CJ F4pp (Flp• 70} 3801he 390 Dm 450Ibs 8900n 1616 Ibs 2701bs ZeD Iba 35/IOs 740Iba 9T41ha F360u 9+816s 3{t IDs pal lDs 3fi0Iba 4 Ancham p 1.77' Mm. O.CJ F-CSp fflg. 11): 09010s 700 da 505Ibs 129916s WA WA 4701ba WA ii] Ov WA WA WA fie2 1b4 fi651bs 1120 ®s .250' NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: FIGURE 10: IGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • o LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO • • • • ♦ • • • USED IN BE AT LEAST .125° THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. THREADS BEYOND THE MATERIA. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 2' X E' L MULLION q cY PRODUCT REVISED as complying with the, Florid. Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 No.58705 %��� •. S ADIF;'V�� i��s' •.FLORID?. • •' GN A �A Nwg4hEk"P'.E FL P.E.# 55705 6-, y TABLE14A 50In 601n 70 n eb n i✓D In t001n 721=in140 n 1801nReamngular Tr2p'inatg. Reeti-M.Wr 'rreplrdang Reatmguler TnprTd-V. R-9-, TnprtftB RedeMW., Tnpn6.m Rec:areular TnpTdspl. Roeturq W ar 7nprrdare. Reatareular 7n�..no..26" x 7-11" Loading Landra Loading Loading Laedtrg LwMg L.cadire Loadire Lnadire LnadM Loading Loadng ln. g Loadlrg Loadug Lwd'alg.125"Alum ;�r Aa_ rr g a aTube MUII 1Sg� a S� S �.9s age�@ o� g e�� __� ssi`� a lH �zi"z gam, rc s� � s� TABLE 14B Anchor CapacUy Table he 3LI.t c 2.7xCm a 3.51(CQd. Ho0]w CMU Flged CtaU PT WooO M1iaal SI1S Exo t/4•SSEI<o 511GElco 114'SSEk. #Io St N 02Sta9 492 Stc1 Archrrype 3,7GExo Uttfdaal Va'Fholmram Urtam 3/1EEIcoUlbaton V-0•EICOUIL•azon AggM�.atot UILSoo AggeGator S—Q36)6craa(G5) Suety(Ca5) Anchor Clip Patterns 1' 21r2' 4 2-1/l 3-V3' 1' 2.1rt^ P 2-1lr r 9-VB' .T 0.48' O.Sa 0.12a' Edre mstarte (Ink Embe t-v4• t-tu^ • 1-va• 1-va• 1-ua• r taa' tare• woes 4AnCmr4 GS Wn. O.C. 102c5Argte a'pS f pg. 11 78glos 1 7801o2 6801m I 15mlts I 1E6165 5a0 es I S60m8 I WA 11MW ®2 Wa e&51D3 1a3 IMb 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 ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEESHEETS 21-23. ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED 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 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' THICK 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 #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ilVl.l'1 V K I:HYNI:r r T quJUJ r mC1� i t (DP—) X / ANCHOR \ = ANCHOR CAP -",a \MULLION 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 CAPACITY TABLE. w w F X °a a� co is In - so ac S W 04 Ix X Y Y pi (0 rn C/ c N a2� Z 0 C o m� E oD' PRODUCT REVISED as complying with the 151-1da Building Code NOA-No. 17-0630.01 Expiration pate 05/26/2021 By i Mlaml-Doll Product Control ltluurlr * : No. SB705 0 STATE P�:� A. Ll/NN tv IUR, P.E. FL P.E.# 58705 • tr Mulaon Capacity Tab!e (Ibsf t` - - p6n,ng�M1''MB�or'verfta a1Tn9.1nUgd 4 o - pen n9 HotF�{(er xizonla6�roPamurt}tnullor� - - 50 In 6o n 701n 90 in 901n 100 In 1201. 140111 16D 1. 3.25"30 Rectangular Laadhg Tmp/il:zna. Iasdng Reeangular Leedng Tmrl/TdsnO LOadng Rectwgular Undine Pro! & Loedn9 Rectangular Loading TfapM-g- Loading lirafengular Iamnu 7rapfTdang. LaednD Recanguar Laadn9 T.P'Tneng. Loafing Ra W Wer laadn8 TMOTHwa. Laadlg Reefapw Loafing TmPRd-g. LasdnO Recf-0.1. Lcedry 1tapRdang. laadn9 DE%DEG. AL BAVULL r 19' 2e r :,. a �= ee •� ¢K Sc a f@d° Li E n ci e^ 3 a g° `� o 5 b " 3 y! .Hu3 u _€� S °E ci �c i "� 9 dK a �^ fE. 13 a� a ci �� fc g` �- �K" 8� :3 �y 2E 1sg S� @ fE ° c ¢Kc 5 9 g e L2 ¢¢ 8p 6 �� z' c a' <C 8� p( gEi B yt d¢ 5 E 2e9 HE °E e QK 5 E�• t$ c ¢CE 5 p yy55 S b 4�R Sg ��L a 5� �8 •� 421n 170.0 620 170.0 435 170.0 144 170.0 478 170.0 860 170.0 506 170.0 992 170.0 519 170.0 111E 170.0 621 170.0 1240 170.0 521 170.0 1458 V09 621 170.0 1T35 1-10.0 521 149.1 1740 170.0 621 48 In 170.0 709 170.0 524 170.0 S50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 U17 170.0 680 1522 1522 170.0 680 130.5 ISM 170.0 6MW 11l2 I= Im.0 680 50.626 In 17o.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 7M 170.0 1345 170.0 747 1642 1443 170.0 756 1369 1443 1-10.0 759 117.3 1443 170.D 756 102.6 1443 170.0 756 54 In 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1274 170.0 am 160.4 1353 G0.0 1137 144.3 1353 170.0 856 120.3 1363 170.0 661 103.1 1353 170.0 861 902 1353 170.0 ae1 60h 170.0 885 170.0 701 17D.0 1063 170.0 797 167.0 1216 170.0 67B 146.1 1218 170.0 944 129.9 1218 159.8 M6 116.9 1218 152.1 924 97A 1218 146.1 913 B3.5 1218 146.1 913 73.1 1218 146.1 913 831. W0.0 930 170.0 745 170.0 1116 170.0 850 1502 1150 168.8 933 131A 1150 15s.0 914 116.8 1150 1419 BOB 105.1 1160 1342 888 879 1160 126.7 671 75.1 1150 1262 870 65.7 1150 1282 870 C 66n 170.0 874 170.0 709 152.4 1048 165.8 B61 130.E 100 146.8 W4 114.3 ida 133.1 eso 101.6 1018 121! 639 B1A 1d8 116.6 630 762 1d8 109A R1 65.3 td8 f082 818 57.1 1d0 108Z 618 c 721n 140.8 880 1479 764 117A No 126.0 748 100.6 880 110.8 734 eao 080 100.0 722 70.2 H90 92D 712 70.4 860 ae2 703 5B.7 B80 792 693 50.1 880• 765 688 M.0 880 76A BOB J 76 h 119.7 760 125.1 890 99.0 790 106.4 676 05.5 790 93.3 663 74.8 790 839 B52 66.5 790 769 d3 59.6 790 71.7 635 489 790 fi5.1 624 42.8, 790 621 619 37.! 790 61 b 617 ?a 1. 110.8 750 119.5 657 32.3 750 96.1 644 79.1 750 85.9 632 W2 760 T7.1 621 81.5 750 70.8 612 55.4 710 M7 605 462 7E0 59.4 694 39.6 750 502 688 34.6 760 659 688 go 72-1 5E3 74.4 So fi0.1 m 629 491 51.6 583 54.8 483 45.1 563 489 475 40.1 563 44.4 458 36.1 563 40.9 482 30.0'k49529.1 452 25.8 50 333 A45 229 M3 31.e 442 98 in 59.4 495 61.1 443 49.5 495 51.5 435 42-4 495 44.8 427 VA 495 39.9 421 33.0 495 38.1 05 29.7 495 332 409 24.8 401 212 493 Z 6 394 18.6its in 41.7 '311 426 151 34.8 391 35.9 345 29.8 Sol 31.1 342 2M 391 27.6 337 = 391 249 3M 20.9 391 2Za 328 17.4 321 14.9 291 17.8 316 1111n 3C6 370 39.2 335 320 370 33.0 330 Z/.5 770 2B9 325 21.0 370 25.3 320 21.4 370 22.8 316 192 370.. 30S 1201n 30.4 317 So.9 289 2E3 317 26.0 2e4 21.7 317 22S 260 19.0 317 19.9 276 16.9 317 17.9 Zia 1M In 77.fi 220 17.9 203 I AISLC "IJO Anchor Capacity Table bs E6m mw 2.7k Concrete 3.5k Cone HaU-CMU Fillet CMU PT Wood Ww 5/1fi' Eko 1/4" SS Eko 5116' Elcd 1144 SS FJcO At0 Stee! 012 6teel D12 Steel Anchor CUp Pattems AncMr Type 311B' Eka UI4ac°n 117' Elc° Ulracm U11meOn 3IfE Etc° UlOmon 114' EL Uliracm AODmGA. Ill.- ADDmGm screw (GS) Scmw (G51 E.-(GS) EOCe gstance M% 1' 2-12' 1•&.10 3.1I6' 1' 2-IW 1 2-10 T 3-VB' 7 0.48• 0.54' 0921' (h): 13/4' 13/4• 13/4' 7 1-114' 1.1/4' 1-1/4' 1-111' 1-114• 1-IM 318' /37B• asdea 2 Anelrom @ S Min. O.C. / 12) 2a5 ArVla Cops 1(Fl0. 1L 350 lb5 390 ms 45010 1700 In 27016s 2E0Its 354 Ws 740 6s 374 8n1 ms 4431ba 560 8xi 4 AnMm ® 3S M M O.C.1 R) 2a5 ArC a CLpa I (Fig. 2): 780 8m 7801bs IgoIt2525 Vsa 5401. 5w Ila NIA 1120Ih 748 Iba B90Ita 1H92 ke 692 k4 8851ba 1120 M 6 Mehom Q 2.71• Min. O.C.1(2) 2r5 An91e C1le I (Fp. 3y 11201bs 1120 lba 9581t 2254 lea WA 8901bs WA t0591is NfA 13201 W I6A 1022Ile 1327 ka IWO Ibs FIGURE 1: FIGURE2'. FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. 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 AU 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.1251 THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND .D45' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I S.S. OR 410 S.S. F41VlirlVK l.NrH,.11rIWJVJr MClerr ' (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 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 CAPACITY TABLE. 30 BAY MULLION I3.2/ 50' PRODUCT REVISED aS complying with the Florida Building Cade NOA-No. 17-0630.01 Fxpiration Date 05/26/2021 By Miam - de Product Control 1\LI1111111/I aoN-...... !V,�� No.58705 •� 'o .• S ATE F�;' lC7� oNAL LENG ♦ A. LW' IiAiLLER, P.E. FL P.E.# 56705 k, qL1 TAM! C 16 Mullion Capactf Tat la bsAt - �panllr�-Wltlth7forteNwO�p>3zringtraf8onsj45rOpantngHalgh!{fo-r-radzoriaL'yapam1c0a111dGerrs - -- SON 60 In 70N so In 0 h 1001. 120N 14D In 16D In 32fi" 45 Reclenylar L9enlrg Tfaprm g. L dng Reclmlgwor L®dn0 T-praleng L-dng Realmodar LOadlm 7tNmmig. inedn9 fta«ngln LOedlg Tnp7Tnnng LOanNg Ra<teno" LOadng ltepfr0en9- Lnadng ReelaepJer lcadn9 TapRnerg. LaOdnp RactangA. Lpndnp Tmp?dang. I.2ng RectwmuW LOadnp TmpRnon9• LOadnp Red'4ng u laadnp ThVTd no. Lcadng BAYMULL �x2a: ��^ eraiDs"e <fg� rF� �ar•33� ^�K' ax_is a¢6C �6' mr<Ei€�c mir�¢GGi a� xaeofi � rmot4>cc v�R 4_`a.i. _`c arntQ8"5 �K su�.,• b` o4.a'CC, ,€K.. nr3 `�ac e>�Qr .�K. • oFc•iS ae eef6'iiv¢g r 063 x3. I, C 4aS7 ra Eo n rurGga€ qR� r a is a d`C aDEG.AL ieIC RtF3 ` E Acri ^$ KeC ad8 a i@ rouonevu� .�¢ a�r Z:e r 6a9 r3a 8 s �e fad �e GK 42N 11a.0 620 170.0 e35 170.0 -144 170.0 478 170.0 858 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 t70.O 1240 170o S21 170.0 1468 170.0 521 170.0 1735 170.0 521 150.3 1871 17a0 521 4881 170.0 708 t70.0 524 170.0 a50 170.0 584 170.0 992 170D 630 170.0 1133 170.0 651 170.0 1275 170.0 6T7 170.0 1417 1700 Sao 1633 1637 170.0 680 140.3 1637 170.0 680 1228 1637 170.0 680 Sams In 170.0 747 17D.0 563 170.0 Gas 170.0 631 170.0 1046 1700 694 170.0 1195 170.0 T23 1700 1345 1100 747 170.0 1494 170.0 7588 U7.1 1552 170.0 755 128.1 1552 170.0 758 1104 1552 170.0 756 54In 170.D 797 1700 612 170.0 956 170.0 691 170.0 111E 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 637 1S52 1455 1700 856 1129.3 14S5 •170.0 561 1f0.8 1455 170.0 861 97.0 1455 170.0 861 60M 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 130.7 1300 170.0 096 125.7 1309 163.5 994 lake 1309 157A e82 89.8 /3D9 iS7.1 882 78.6 1309 167.1 952 631n 170.0 B30 1T0.0 745 1TOA 1118 170.0 850 1625 1247 1700 940 1425 1247 1645 9a:1 12e.7 1247 1528 6B5 174.0 1247 iM.7 952 9S0 1247 1782 pffi 81.4 1247 135.7 935 77S 12Q 135.7 A'i5 J: as In 170.0 974 170.0 769 110.0 1169 170.0 903 148,4 t180 103./ Ge5 129.9 1190 147.9 945 115A 1160 1305 928 103.9 1190 IZL4 914 68.8 1190 1195 BB8 742 1190 118.1 833 64.9 1100 118.1 893 c 72 In 161.5 f010 169.0 877 134.7 1010 144.6 859 115.4 Will 1272 842' 101.0 10f0 114.7 an 09.B 1010 1DSS 817 113.8 1010 9aa 807 VtIl 1010 90.8 795 67.7 1QI0 87.8 790 SOS 1010 W.7 789 7fi In 137.4 f08V$ 7B2 114.5 900 1220 775 88.1 906 107.1 761 85.9 90B 96.2 749 T6.3 908 88.2 738 88.7 806 823 729 57.3 GOO 74.7 71B 49.1 GOO 712 710 42S 905 70.E 708 7a in 127.1 661 754 1055 fiB1 112.5 738 BO.aeel 95.8 725 79.4 861 86.5 713 70.0 861 81.0 703 63.6 861 75.4 694 53.0 861 85.1 881 45A 861 84.S 675 39.7 861 63.7 672 90N 827 618574 68.8 646 721 b64 69.1 846 6L9 554[21.8 648 501 545 400 646 SOS 537 41.4 B/fi 47.0 530 34.5 cqs 413 519 29.5 648 381 511 25.9 696 38.5 507 BBN 682 SBB SOB Y.e Sea 59,1 499 4S7 Sea 51.4 491 S68 45.8 483 37.9 S68 41A 47S 34.1 Sao 3G1 470 23.4 568 33.4 4S9 24.3 Wb 30.5 452 21S Sea 28.7 447 $08 In 47.9 449 48.E 405 39.9 449 472 398 342 /49 35.7 793 449 31.7 387 ZE6 449 28.E 382 23.9 449 261 377 20.0 449 227 36B 17.1 "a 20.4 301 15.0 449 16.9 3S6 111 In 44,1 425 4S0 3e5 38.8 425 37.9 379 31.5 425 32B 313 425 29.1 367 2/.5 425 282 382 22.1 425 24.0 358 18.4 429 20.7 350 15.8 425 18.a 343 120 In 34.9 364 35.5 331 29.t 354 29.5 326 24.9 364 25.6 327 364 229 317 19.4 364 20.5 313 V. 364 16T 709 144In 1 20.2 1 253 2D.4 233 16.8 1 253 1 17.1 230 Anchor Capacity Table Iba 900M., 27k Cancn4e 3.5k COn0. I Roll<w CMU FBIe4 CMU PT VtlOan I Metal An<tvu lypa Anchor Glip Patterns 311W El. Ul-. 1/4• Eka Nfrecon 5116' El'. (ltrazofl 3116• Eko lr -. llr Eleo Ultra<an 114• 33 Elm AppRGaiu 5110• FJco NlacOn 1/4' 63 Mo. A9pRGetOr 91 0 Steel 6mew (05) 9128mal 6uen ((75) 012 Sted Strew 103) Enpe Dstanne lti% t' 2-11r r 2-VI '.tre- r 2•tw 1- 2n(r r 3•118• z• 0.48- o.s4• 0.324- EmOedneN(N% 7�I4• 1S14' 1374' iJ14• r 1.114, 1•V4• 1-Va' t-1r4• i-7/4` I•Va` 2' 1378' 1S'8' panes z Anctlo3 ®s' Min O.C. I (2) 2a5 AllgL Cap f (FIG. ly 390 Re 394 B16 4s0lbn 8901ba 7700 ft vo Ibs zea Ib< 354 W. 740 0n ' 37410s 720 lbs B40 iba 941 G. 4421ba w n0 4 Aralam ®3B 0.4irt O.G! (7J 2a5 AnGIe Ltilu f (FlB• 27 780 is 7801bs 7901bs 1610 lbs 2525 ®s 540 Ibe S601Ce WA 11201to 7481bs BBO Ih+ 15921bs 682 lbe fiBS lba 17201ba 6 AnchOM @ 271• Min O.G! (2) b5 AnOle CBps / G• 3): 11201bp 11201M 95B iba 22461be 2254 Ou WA 840 U WA 105911s WA 1320 au WA 16221bo 13271Cs i WO Ibe FIGURE 1: E� FIGURE 2: El FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED W 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.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045-THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: lDP a) X ( ANCHOR CAP., .„ l 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 WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE.- PRODUCT REVISED 1 5 complying with the Florida Building Code NGA-No. 17-0630.01 Expiration Date 05/2612021 "1a�p1Y LYNN,�'�.� C%GENyF' _ * No. 58705 �� • 1i TATE F : (L� ''•: �C ORIDP.••' ���� s7 qq N OIVIMI4 FL P.E.# 58705 41L 0. ( 1.000° °- '1 1.000• .125" a.375. 5' 2.750' 2.750" .126° 3.125' .125" 3.18B' .125" [L1375' 25' .125° 2000° 2.000° 2.116° r.205° .125" .65 °L t500°125° - r "all 1•X 2'X.425"MULLION 1'X2'X.375•MULUON 1°X 2.75'X.375'MULLION 1'X 2.75'X.650' MULLION VX 3.125'X.5°MULLION 1.25'X 3.188'X265"MULLION 1.26'X 2.11°X.125'MIULLION BD63•T6 ALUM, 6063-TB ALUM. 6063-T6 ALUM. 6063-TB ALUM, 6063-T6 ALUM. 6053-TB ALUM. 6063-T6 ALUM. XSECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION II STANDARD CUP 2.000' 6063-T6 ALUM. X•SECTION A 25" E 5.500' 3 125°--j CTO .375" .375° _CREATEREATE F (CLIP, SEE MIN. MIN. r DETAIL F, SHEET r--------I r--------1 i A I I �- STANDARDCUP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1116°. .375" MIN. OFFSET CLIP 6063-TB ALUM. TOPMEW 1-.T I 2.125' UCUP 1 6063-T6 ALUM. xsEcnoN .125'� .740" F--- 938° IN. A UCLIP 6063-T6 ALUM. TOPVIEW 2 CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-77 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. TARI F R --i �-.125- 2X5 ANGLE CUP 6063-T6 ALUM. 2,pp0" X-SECTION L 125' .376' MIN. I- -- -- -- 2X5ANGLE CLIP 6063-Tfi ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1/16". Mull Dimension (sheet#) PGT Part Mullion Std. clip Offset Clip U-Clfp Angle Clip 1" X 2" X.125° (5) 66605 666113M 6661118M 666243M 666511 M 1" X2" X.37W (6) 666OD6 655114M 666111SM 666244M 666512M 1"X2.75"X,375"(7) 66607 66611SM 6661120M 666245M 666513M 1"X2.75"X.650"(8) MOB 666116M 6661121M 666246M 666514M 1" X3.125° X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.265'(12) 66641M 6661117M 6661113M 666241M 666516M 1.2S" X 211" X A25° (1B) 1 69370 1 WA IWAI WA 666517M NOTES: 1) HOLES TO BE 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 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (In) For Mulllon: A 1.B25 1" X2° X.125" Aluminum Tube Mullion B 2654 C 0.895 D 0.740 A 1.125 1° X2" i Alurtilnumnum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 V X 275°" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X 2.75" X .850" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1° X3.125' X 500° Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.6126 1.25° X 3.188° X.265' Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 t26" X2.11° .121°Alum Tube Mull �4 E W PRODUCT REVISED as mplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami- � Product Control ,\",3tV LYA/N �•,� No.58705 40 . �G A�oy, E' �}y R1 �.E. FL P. 8705 -1 1.000" r-- 125' 1'X4'X.125. MULLION 6063•T6 ALUM. X-SECTION -1 1.000" 1-- .375" T 1'X4'X.375' I MULLION 6063•T6 ALUM. XSECTION 125'X3254X.100' 125°X3.25"X.624" MULLION MULLION 6005-T5 ALUM. 6005-TS ALUM XSECTION X-SECTION I j I .125' 30' 3.250"45- 30" BAY MULLION 61 6063-78 ALUM. I X-SECTION 228'j �--,981"-•4 .385" 1'X4'X.375' T-MUWON 6063 76 ALUM. XSECTION 125D"-y 3.94° .IUD" -1 ' -1 .820" F- 1.25' X 3.94' X .624° MULLION 6005-T5 ALUM. X-SECTION .226'J i--.981"-; .375" MIN. .375" MIN. 740' I- I '125" STANDARD CLIP 6063-T6 ALUM. 2125 I "U-0LIP 2.000" 2X5 ANGLE CLIP X-SECTION 6063-TB ALUM. I I 6063-T6 ALUM. X-SECTION .125" .125" X-SECTION ' .125"J 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". 3.125' CUT HERE TO CREATE FLIP, SEE .375" DETAIL F. SHEET .375° - r___---_, I r-------� CENTER OF I I I I ANCHOR HOLE I I I I I MUST LIE WITHIN THE DASHED I I I I I I BOUNDARY.SEE I I I I F SHEETS 10.17 --- I 1 --- I FOR THE I I I I ANCHOR O.C. I 1 1 1 I DISTANCE j t MAXIMUM 1 I 1 I I i ANCHOR HOLE 1 I DIAMETER: - L------- L-------.� ANCHOR I DIAMETER 1n6'. rt STANDARDCLIP U-CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEV7 TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ VIE% 375' 1 I I 1 I I I I 1 1 I I 1 I 1 I I I I H TABLE D Dimension Value (In) for Mullion: F 3.687 1' C4" X 0 1.000 .125" Aluminum H Z680 1 3.000 Tube Mullion F 3.187 1"X4"X G 0.757 .375" Aluminum H 2.430 I 3.000 Tube &'T F 2.250 125'X3.25' G 0.750 X.100" Aluminum H 1.500 3.250 Tube Mullion �S a MIN. r--------------------- '1 375. - � i- _, '.� MIN. d & b( Z --------I rt Z.z m i � g I I Z W Q J to L---------------------u 2X5 ANGLE CLIP Z a 0 s.( 6063-T6 ALUM. u-' u €0_. m( TOPVIEW PRODUCT REVISED TABLE C, CONT. as eomplylny with the Florida Dimension Value (In) For Mullion: Buildt.9 Code 17-0630.01 NOA-Na. Expiration Date 0512612021 F G 1.938 0.500 125 %3.25" X.624' Aluminum Tube Mullion H I 1.438 3.250 F G 2625 1.125 1.25' X 3.94" X.824` Aluminum Tube Mullion H 1 1.500 3250 F 2813 3D" Be Mul F 2.875 45° Bs MuII Mull Dimension (sheet#) PGT Part# Mullion Std.Cllp Offset CUp U-Cllp Angle Clip 1° X4° X.125' (10) 69364 666111M 6661122M 6e6241M U6518M 1° X4' X.375' (11) 1' X4' X.375- T (11) 66610 66653 66fi112M 666112M 6661123M 6601123M 666242M 666242M 868519M 668519M 1.25'X3.25- X.10T (13) 1.25' X3.25° X.624" (14) 20180120312 20181120316 6681127M 6661128M 0681124M 8661125M 6662410M 6662411M 6665115M 8665116M 1.25-X3.90 X.1124"(15) 20162 6661117M 6651126M 660241M 665517M 30 Degree (IS) 66649 WA WA WA 6685110M 450egree (20) 86550 WA I WA WA I 66S5111M i i `-------J 1 I - -OFFSET I G CLIP .125° 8063•TO ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ' l3tjY L tv ''I" �`.• LICENSE !t11/��: �.: No.58705 'A " MILILERNP,E\` FL P.E.# 59705 Mull Dimenslon PGT Parts eet j -Mullion- -Std. Clt{rngle-alp- 1i 2° X4° X.25" (16)' 66602 666281M 666271M 6665112M 2"X6"X.25'(17) 68604 666262M 668272M 6665113M I I STANDARD CLIP 2. 6063-TB ALUM. XSECTION NOTES: I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. F-- AS0• 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO 2-000' 3.500" CREATE F-CLIP, .375 _ SEE DETAIL F. r SFEET4 "375 MIN. MIN. r------------ I I I --- -------� I I 1 I 4.000" j ¢ -I-- --- --� 3.438' .250" 2'X4'X.25' MULLION I 6083-T6 ALUM. I I X-SECTION ___I___ I --_—___J LSTANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6063.T6 ALUM. .250' WDHINTHE DASHED BOUNDARY. SEE TOPVIEW SHEETS 1'17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1116'. (-2000°-1 s.000° 2'XWX25 MULLION 6083•T6 ALUM. XSECTION CUTHERETO 3.500°�i CREATEF"CUP. .375 I SEE DETAIL F, -375' MIN. r SHEET4 EMIN. __ ___------------ i I I I I I I I I 1 I I I I I I 1 I I I 1 I I I 5,438° I ` I I I I � I I 1 I I STANDARD CUPL_ 6063-T6 ALUM. TOP VIEW 25• U-CLIP 2 125° IJT 6063-T6ALUM. X-SECTION 125' I---1.49o•--i 375' 1 + I U-CUP, 6063•TB ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. . DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/16'. -- I _- .375' I I I U-CUP 6063-T8 ALUM. USED FOR 2' X 6' MULLION, SHEET 17 TOPVIEW I 2X5 ANGLE CUP ` 6063-T6 ALUM. 2;� XSECTION .125" 5.000' 376' MIN. t---------------------1 1 I I I I 1 I I 1 I 3.438° MIN. L---------------------� MIN. 2X5 ANGLE CUP 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 DIAMETER: ANCHOR DIAMETER + 1118'. r--------------------- 7 I I I I 1 I 1 I I I 1 I 1 I I I I I 1 I I I I I I 1 I 1 I I I I I I I I I I I I I 2X5 ANGLE CUP 6063-T6ALUM. TOPVIEW MIN. PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0630.01 Expiration Date 5/26/2021 sy Miami- a Product Control �11ullnl,ry �N-.LICENSE •. CC i ��.�• No.58705 •�*� �0, ST 0 'i Cis "••�<ORIDP,.•' �G��� f OAIAL A. L'4N M11111E, P.E. FL P.E.# 58705 < � -'e EXAMPLE 72• MULLION LENGTH 1: SINGLE- VERTICAL MULLION NO ANCHORS W HEAD --- �-SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL\ 23 , 4 I SEE DETAILS, SHEETS /- 2-3 NO ANCHORS IN WINDOW SILL 32--------- y 32 -i Muu WIDTH OPENING WDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4%THE OPENING REQUIRESA DESIGN PRESSURE OF-60.01.60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"+32+1"=65". REFERENCING'SHEET 25. THE COLUMN USING 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 BRFFHETABEEDOE�NT@T3HOBRh1EES�1C0 -S1ZE�6SE }fEiJEXT-f:ARGER-SIiEAVNb1B� -.. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375° MULLION (LENGTH = 72", OPENING WIDTH = 7D'� MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-583 PSF AND WOULD' NOT BE SUITABLE FOR THIS APPLICATION. - FROM TABLE 4A, SHEET 8, 7HE 1" X 2.75" X .650- MULLION (LENGTH - 72', OPENING WIDTH - 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 49 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 ZX5 ANGLE CLIPS WITH (4) 412 ANCHORS HAVEA CAPACITY OF 885 LBS. THOUGH EITHERONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 636 LBS (60 pSF) X ( ) = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 413) 72.7 PSF e g - - g m - i �Y 1 f N 'a C) d. y Z cV 0 D O u ? D (r = •• LU o F cce) cD � F- Z m D a THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2y/8'. THE OPENING REQUIRES �C L �( DESIGN PRESSURE OF+50.0/35.0 PSF. FOR THE VERTICAL MULLION: Z 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72•+1"05' AND THE OPENING WIDTH IS 36"+361+1'=73. REFERENCING SHEET 25. Q Z o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.T/8° AND WILL U) O li c • MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -50.01.55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 55 d H EXAMPLE 2: MULTIPLE MULLIONS ' SEE DETAILS. FROM TABLE 3A, SHEET 7, THE 1' X 2.75-X.376- MULLION (LENGTH = 1OB", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +#15.1 PSF W Q' Y MOLLWIDTH-11-• SHEETS 23 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 12A, SHEET 16, THE 2• X 4' X .250" MULLION (LENGTH =108', OPENING WIDTH = 801 HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 0. W Z O p FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ,- �'O r1 — y $ of mL 32' FENESTRATION DETAILS S, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2•=74°, NOT 73°AS PREVIOUSLY PRODUCTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 2� THE 73"DIMENSION(35.1/2°+35-112'+2"E7W). ' complyingg with the Florida - - 2) USE TARLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED BuildingCOdo BOA -No. 17-0630.01 CONCRETE HEADER AND SILL ARE 8' WIDE IF THE MULLION CLIP WERE 70 BE CENTERED WITHIN THE 8•, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERnca.I L L -� USING THE STANDARD CLIP WITH (6) 3/16- ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/Y GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 0512612021 MUWON LENGTH SEE SEE THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. o _ DETAILS, DETAIL E. 6 SHEETS 2i SHEET3 OPENING FOR THE HORIZONTAL MULLIONS: By w Mlom -{j de Product Contro HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4" X.260- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER a: FOR HORR MULLON MULLION TYPE COULD BE CHOSEN. TRIANGULAR LOADING MAYBE h 1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32°+72"+2'=106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAU 0 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 IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B" i SHEETS WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8% CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH 2a (4) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF $40 LBS WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. i y .�a�NY LYNN�i �30•, HORIZ. 3s•, HORIZ. 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR MULL IENOTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE �1�; L.10ENyF'•, C� �- Z . Q': • ';�� OPENING%MOTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ :• No. 58705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36° HORIZONTAL MULLION ATTACHING TO CMU; ^ - N , ,7.7- ; • �' i �T'• A7E r' k"- +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE MULLIONS. ® �i �s •'•14ORIOT;.••' THE LOWEST DESIGN PRESSURE IS+/-84,7 PSF AND WOULD APPLY TO ALL OF i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN m -/S70NAL E%N PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE - ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • o A. LYNI()IMILL�A, P.E. 0 FL P.E.# 58705 L EXAMPLES OF RECTANGULAR LOADING: PW i, Ir" LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED �illll/ ��il In LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 4-7 P11 FW � a SG MULLION O HINGED 000R LOADING OF HORZONTAL MULLION /D /D ff i/ OADING OF VERTICAL MULLION w 2 , I W� 5 ¢ a �I Z z..¢ F Q z N PW V) $O m. N Lu z U a O aa.. rSHIDH z m � 0 �� z 4 PRODUCT REVISED as complying with the Florida Building Code / NOA-N.. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION BY Mla -0"e Product Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE ��1` NYLYNN�''�. �,, `1.0••' "'•••'9j �! PW RECTANGULAR LOADING. 1: Q��•'• �tCEN3F '•�(�� l= � 3) SEE PRODUCTS' APPROVAL FOR * : No.58705 ACTUAL ANCHOR LOCATIONS. n: "ONAL LOADING OF HORIZONTAL A. I!TNNNIhdE`, P.E. MULLION FL P.E.# 58705 CANNM MIA I.M E BY MIAMI-DADE COUNTY ® S% i uda Came PRODUCT CONTROL SECTION DEPAI MENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOA AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NO �CE OF ACCEPTANCE(NOA) www.miamidade.gov/economy Floridit Shutters, Inc. 1055 Commerce Avenue Vero each, FL 32960 SCOPE: This N A is being issued under the applicable rules and regulations governing the use of construction materials. The doh umentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Sectioti to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This N A 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 t o s product or material tested for quality assurance purposes. If this product or material fails to perform in the acc pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,1 modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revo a this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materia fails to meet the requirements of the applicable building code. This pr duct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone o the Florida Building Code. DESC TION: "Impact" Aluminum Bahama Shutter APPR w VAL DOCUMENT: Drawing No. 14-1959, titled " Impact Aluminum Bahama Shutter ", sheets 1 through of 9, prepared by Engineering Express, dated February 24, 2009, last revision dated Dec. 28, 2017, signed d sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the I Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISS E IMPACT ]RATING: Large and Small Missile Impact Resistant LA 3E ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the followici statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, an TAS-203, unless otherwise noted herein. KENE7AL of this NOA shall be considered after a renewal application has been filed and there has been no change i the applicable building code negatively affecting the performance of this product. TERMINATION NATION of this NOA will occur after the expiration date or if there has been a revision or change in I the mate als, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, or 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. ADVE TISEMENT: 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 4one in its entirety. 1NSPE C TION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shal be available for inspection at the job site at the request of the Building Official. This NO k revises NOA #15-0316.11 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, & E-4 as well a approval document mentioned above. The sub T itted documentation was reviewed by fH1elmyA. Makarr,, P.E., M.S. NOA No. 18-0110.02 M� . M� oAoe couNTY ��ii'' Expiration Date: 03/08/2024 0,511 7/2 618 Approval Date: 05/17/2018 Page 1 1. B. C. 2. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 900-0411.08 DRAWINGS 1. Drawing No. 1001A, titled " Impact Bahama Shutter ", prepared by W. W. Schaefer Engineering & Consulting, P.A., dated November 17, 2000, sheets I through 10 of 10, signed and sealed by Warren W Schaefer, P.E. TESTS 1. Test Report on: 1) Large Missile Impact Test, per PA-201, 2) Cyclic Wind Pressure Test, per PA-203 and 3) Uniform Static Air Pressure test per PA-202, of Bahama shutters, prepared by Hurricane Test Laboratory Inc., Report No. 0205-1203-99, dated February 28, 2000, signed and sealed by TVinu J. Abraham, P.E. CALCULATIONS 1. Anchor analysis and calculations dated 0312912000, Pages I to 14, prepared by W W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W Schaefer, P.E. MATERIAL CERTIFICATION 1. Certified Tensile Test Report No. 0AM--142, prepared by QC Metallurgical Inc., dated 0310212000, per ASTME8-93, signed and sealed by Frank Grate, P.E. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04-0130.03 DRAWINGS 1. Drawing No. 1001 A, titled "Impact Bahama Shutters ", sheets I through 10 of 10, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated November 17, 2000, signed and sealed by Warren W Schaefer, P.E. on March 18, 2004 B. TESTS 1. None. C. Q E. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. None. )e elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0110.02 Expiration Date: 03/08/2024 Approval Date: 05/17/2018 E-1 3. A. B. C. I1� E. 4. A. rida NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 409-0121.13 DRAWINGS Drawing No. 08-FSH-0002, titled "Impact Aluminum Bahama Shutter", sheets I through 9 of 9, prepared by Engineering Express, dated February 24, 2009, last revision dated September 29, 2009, signed and sealed by Frank L. Bennardo, P.E. TESTS 1. Test Report on: 1) Large Missile Impact Test, per TAS-201, 2) Cyclic Wind Pressure Test, per TAS 203 and 3) Uniform Static Air Pressure test per TAS 20Z of Bahama shutters, prepared by Hurricane Test Laboratory Inc., Report No. 0218-0203-09, dated July 01, 2009, signed and sealed by Vinu J. Abraham, P.E. CALCULATIONS 1. Comparative analysis and anchor calculations dated 0212412009, Pages 1 to 24, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on 0212412009. 2. Revised comparative analysis and anchor calculations dated 0912912009, Pages 1 to 8, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E., on 0912912009. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. MATERIAL CERTIFICATION 1. None. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-1128.07 DRAWINGS 1. Drawing No. 08-FSH-0002, titled "Impact Aluminum Bahama Shutter", sheets I through 9 of 9, prepared by Engineering Express, dated February 24, 2009, last revision dated October 10, 2011, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. None. V CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0110.02 Expiration Date: 03/08/2024 Approval Date: 05/17/2018 E-2 E. F. 5. A. B. C. D. E. F. 6. A. B. C. D. E. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATION 1. None. STATEMENTS 1. Compliance letter in accordance with the FBC, 2010 edition, issued by Engineering Express, dated October 10, 2011, signed and sealed by Frank L. Bennardo, P.E. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-1203.08 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATION 1. None. STATEMENTS 1. Compliance letter in accordance with the FBC, 2010 edition, issued by Engineering Express, dated November 20, 2013, signed and sealed by Frank L. Bennardo, P.E. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-1120.09 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATION 1. None. STATEMENTS Compliance letter in accordance with the FBC, 2010 edition, issued by Engineering Express, dated October 10, 2011, signed and sealed by Frank L. Bennardo, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0110.02 Expiration Date: 03/08/2024 Approval Date: 05/17/2018 E-3 7. A. B. C. D. E. F. 8. A. B. C. D. E. F. rida NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0316.11 DRAWINGS 1. Drawing No. 14-1959, titled " Impact Aluminum Bahama Shutter ", sheets 1 through 9 of 9, prepared by Engineering Express, dated February 24, 2009, last revision dated October 28, 2014, signed and sealed by Frank L. Bennardo, P.E. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATION 1. None. STATEMENTS 1. Compliance letter in accordance with the FBC, 2014 edition, issued by Engineering Express, dated March 06, 2015, signed and sealed by Frank L. Bennardo, P. E. NEW EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. 14-1959, titled " Impact Aluminum Bahama Shutter ", sheets 1 through 9 of 9, prepared by Engineering Express, dated February 24, 2009, last revision dated Dec. 28, 2017, signed and sealed by Frank L. Bennardo, P.E. TESTS 1. None. CALCULATIONS 1. Comparative analysis and anchor calculations dated 01103118, 19 Pages, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). MATERIAL CERTIFICATION 1. None. STATEMENTS 1. Compliance letter in accordance with the FBC, 2017 edition, issued by Engineering Express, dated 01102118, signed and sealed by Frank L. Bennardo, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0110.02 Expiration Date: 03/08/2024 Approval Date: 05/17/2018 E-4 i IMPACT ALUMINUM BAHAMA ..SF 112" MAX. SHUTTER WIDTH (REFERENCE SYSTEM NOTES) y PANEL WIDTH PANEL WIDTH I PANEL W DTH I PANEL WIDTH 1 QUAD PANEL SHUTTER GENERAL NOTES lll1 N.T.S. EXTERIOR ELEV 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION (2017), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. G. SHUTTER SIZE SHALL BE RESTRICTED BY THE MAXIMUM DIMENSIONS SHOWN HEREIN. 7. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING: FLORIDA SHUTTERS, INC. VERO BEACH, FLORIDA MIAMI-DADE PRODUCT CONTROL APPROVED 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16"0 OR 1/4"0 POP RIVETS SHALL BE 5056-H32 ALUMINUM ALLOY OR STRONGER. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. - 10. THIS ENGINEERING IS FOR THE EXCLUSIVE USE OF ITS OWNER, FLORIDA SHUTTERS, INC. IF THIS HAS BEEN SUBMITTED BY ANOTHER COMPANY IT MUST HAVE A NOTARIZED LETTER OF AUTHORIZATION. I 56" MAX. SHUTTER WIDTH (REFERENCE SYSTEM NOTES) 28' MAX. �y� 28" MAX. .NEL WIDTH I PANEL WIDTH � 1 SHEET SEAMS SHALL BE VERTICAL WITH 2" OVERLAP AT MULLIONS. SHEET MAY SPAN ACROSS MORE THAN ONE MULLION WITHOUT A SEAM. ,FPANK U BENNARDO. P.E. 1.11149 rrnn � W� m WW LLN Ewa o S �urc Zrc r/1�t11 1..>Q"a �ija ZRoLm_ a " �JJ ON ^u�Tw iS O U"i W PO? C ow SHUTTER ARMS. REFERENCE ARM SPACING SCHEDULE. irn"iIJL.q:I RV15ar? �, Li.ilci^'E'. i.�;Lfn 1 2 1.23 A.'d=�y:...M £YP ��sitz i!ei%O��/Zd Z i1 11 19 1'•reY.. T z DOUBLE PANEL SHUTTER 1 N.T.S. EXTERIOR ELEV SYSTEM NOTES I. FOR INSTALLATIONS WITH STORM BARS, ANY NUMBER OF PANELS MAY BE USED, PROVIDED THAT THE OVERALL SHUTTER WIDTH DOES NOT EXCEED 112" MAX AND THE PANEL WIDTHS DO NOT EXCEED 28" MAX. 2. FOR INSTALLATIONS WITHOUT STORM BARS, ANY NUMBER OF PANELS MAY BE USED AND THE SHUTTER MAY BE INSTALLED WITH AN UNLIMITED OVERALL WIDTH, PROVIDED THAT THE PANEL WIDTHS DO NOT EXCEED 28" MAX. MAXIMUM ALLOWABLE —80.0 PSF DESIGN PRESSURES: +80.0 PSF REFERENCE DESIGN SCHEDULES HEREIN FOR ADDITIONAL LIMITATIONS TO ALLOWABLE DESIGN PRESSURES, AS DETERMINED BY SHUTTER SPAN, STORM BAR CONFIGURATIONS, AND ANCHORAGE. ARM SPACING TABLE MAX ARM SPACING SHUTTER HEIGHT 2-PANEL 3+ PANEL SHUTTERS SHUTTERS 0-48" 56" 56" 49"-60" 56" 45" 61"-72" 56" 38" 73"-8a" 56" 32" 85"-96" 56" 28" VALUES IN THIS TABLE ARE BASED ON PRESSURES RESULTING FROM 3-SECOND GUST WIND SPEEDS UP TO 90 MPH 14-1959 �" ' _._ .... .. .._.. .... ._..... ...... _....._ _.__....-____-•-""-'..... .._ .. ... .. ... ..... ...... ___..._..... _ ...._ _.. .-.... .... .... .. ....- ... ._ HINGE ANCHORS PER•'' ... .. .. _. ..___._..._._............._..__.__-..._._.____--..-' . "'- K L SENN� RDO. P.E. 14 ANCHOR SCHEDULE EDGE _ HINGE AN_CH-ORS PER — - STAN - NCHOR-SCHEDtlt - - -- 017 —r ANCHOR SCHEDULE: EMBED. U BASE ANGLE ANCHORS: ^- c ( '. �n �lJ • -. '• .w N MAX. w z w a m 1/4"-20 POWERS CALK -INS: . �:± '•• w' uF7 1" MAX FROM ENDS AND 6.5" O.C. MAX TO MASONRY/CONCRETE WITH 7/8" MIN : •. < iC ZL : ti V v G EMBED, AND 2" MIN EDGE DISTANCE. • 1/4" ELCO PANELMATES (MALE OR FEMALE): , ,,. � s� ;, ,. ` ® N x-o o W w o • 0 IS 1' MAX FROM ENDS AND 6.5" O.C. MAX .J .... ' (JJ ,f„ m ' EXISTING EXTERIOR TO MASONRY/CONCRETE WITH 1-1/4" MIN w •7 W LLN o S u 25 14 1 WALL FINISH EMBED, AND 2° MIN EDGE DISTANCE. L F EXISTING EXTERIOR 114" ELCO PANELMATES (MALE OR FEMALE): 1 1" MAX FROM ENDS AND 10" O.C. MAX UI Q4Q $LL i i o 3 WALL FINISH I TO G-0.55 MIN WOOD WITH 1-7/8" MIN Z °n i mW 26 THREAD PENETRATION, AND 3/4' MIN EDGE W W ¢ N O z w 2 DISTANCE. 0,.; W ., 5 OK 2 4 5 25 EXISTING HINGE ANCHORS: 3 d w z N w EXISTING GLAZING 1/4° TAPCONS (ITW): 1" MAX FROM ENDS AND 5" O.C. MAX w W o w . GLAZING 3 THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/CONCRETE WITH 1-1/4" MIN EMBED, AND 2-1/2° MIN EDGE DISTANCE. .- 4 5 *12 WOOD SCREWS: I.. MAX FROM ENDS AND 12" O.C. MAX 2 TO G-0.55 MIN WOOD WITH 1-1/2' MIN 7 8 10 THREAD PENETRATION, AND 3/4" MIN EDGE U 1 2 2W MINIMUM DISTANCE. SEPARATION 9 g `--------- ---- ' -- `` FROM GLASS STORM BAR ANCHORS: • 1/4"-20 POWERS ('ALK•IN ANCHORS TO < \� CONCRETE WITH WITH 7/8" MIN EMBED, (n w = �- i i i i x 2-1 2' MIN SPACING, AND 2%" MIN EDGE DIPANCE. � Z s 6 • 1/4' ELCO PANELMATES (MALE OR FEMALE) TO MASONRY/CONCRETE WITH 1-1/4° MIN (L L. < r' n I w g u =" ' I I EMBED, 2-1/2" MIN SPACING, AND 2" MIN SEPARATION i FROM GLASS EDGE DISTANCE. • 1/4- ELCO PANELMATES (MALE OR FEMALE) w = N F U i TO G-0.55 MIN WOOD WITH 1-7/8" MIN O �`+ � Y z THREAD PENETRATION, 1-1/2' MIN SPACING, i u O n � w AND 3/4° MIN EDGE DISTANCE. Q 6 EXISTING EXTERIOR WALL FINISH Ll il rfmw 112. MIN. � Al /�// —BASEP PER 2"LEG S •y J _-___- 1 TYPICAL FACE MOUNT 2 6" = 1'-0° VERT. SECTION 0 > U 3 BASE ANGLE ANCHORS ANCHOR NOTES: g 2" LEG PER ANCHOR SCHEDULE p I. ANCHORS SHALL BE INSTALLED INLL ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 1 2. TAPCONS SHALL BE MANUFACTURED BY ITW. "ELCO PANELMATE° ANCHORS FOR USE IN j EXISTING EXTERIOR CONCRETE, HOLLOW BLOCK OR WOOD MAY BE MALE WALL FINISH OR3EMWHERE ANCHORS FASTEN TO NARROW FACE $ a at —' OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN i Q CENTER OF NOMINAL 2x (M1N) WOOD STUD (I. EMBED. e.EDGE uyg DISTANCE IS ACCEPTABLE FOR ANCHORS TO s liGOVITS t2uVI5fii� WOOD FRAMING). ; mil �} s ex:PT srr:;, xitt: ihs ficr.Sa 4. WOOD HOST STRUCTURE SHALL BE la 'OUTHERN 3 n £sv?dc:'w,, Cc&• "SPINE" OR GREATER DENSITY. ! y fi::tx•.re N:�- IO.O z, S. MINIMUM EMBEDMENT SHALL BE AS NOTED§€ IN ANCHOR SCHEDULE MINIMUM EMBEDMENT AND i p3/4° :purarn2T:sroo• D Z,p!¢EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, ay"� MAX. AND OTHER WALL FINISHES. . EDGE OI' �r�V -i 6. WHERE EXISTING STRUCTURE IS WOOD 2 STANCE >s:,ri 7J. :xw:sl Ca r,;t:i FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. ; COPfWAT ENGNESUNCD z ALTERNATE TRAP MOUNT 7. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 14-1959 2 6" - 1'-0° VERT. SECTION EXISTING STRUCTURE. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF I aac oescaxnnon 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR ; AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT-) U.N.O. ; n ....._........ _ . . .. .. .. .. .- .. -...._......_...__._......_._._....... ... ..... ..._...... __.. _ .... .. .. .... _ _. _ E....%"' t� ` lh) ERANKL BENN > P O ARD .E C PE00{6569 • 3/16" POP RIVETS; (1) AT EACH " 'U -' i'��'' "..:' ^ ' U o O END & AT MIDDLE OF SPAN TO ;L O wMO HOLD TUBE TO HINGE. �J/:r;.^t•`•.`'1,,�i!t�� 'f�'�',��tu�i E ANCHORS PER WW WW ��'� aui wNLL W 14 HOR SCHEDULE Z p ai u QQ co zz 1/2" MAX. tAN 1 EXISTING EXTERIOR____W FINISH '-'— ¢ " O u a "+w oWALL N w 15 25 37 37 )+/rn V'ifYl/ w w w 13 26 B 1 37 w i 2 EXISTING EXTERIOR fa w F 3 WALL FINISH p (1) CLIP AT U EACH CORNER AND MULLION J pzy mlu MAX MAX 1/2° LOCATION 2 1/2" 2 1/2° 22 2K" MINIMUM MIN' 19 U0 z o N SEPARATION EMBED. ¢ V FROM GLASS 2° LEG I LU j rv, Q I r ¢ W `E� 3 iC8 SS SMS, (1) AT EACH END & AT MIDDLE OF 7" j rL U !Vy w = O1 O E V SPAN TO HOLD TUBE TO =Su� K z0 FRAME (SAME AT SIDES) z 4 5 1 2 (3) 1/4" ELCO PANELMATES (MALE OR FEMALE) O O n Q w 6063-T6 ALUMINUM TUBE AROUND , TO MASONRY/CONCRETE WITH 1-1/4" MIN. EMBED. AND 2" EDGE DISTANCE MIN.(G-O.S5 o ¢ 1 OPENING PERIMETER; 1"x2°x0.062" OR TO MIN.) WOOD WITH 1-7/8" MIN. THREAD 3 MWIMUM, 2"x2"x0.062" MAXIMUM. PENETRATION AND 3/4" MIN. EDGE DISTANCE. E f EXTERIOR OEXISTING 25 WALL FINISH ! LI. 2 OPTIONAL BASE CLIP 27 8 3 6" - 1'-0" EXTERIOR ELEV/VERT SECTION ' z 3j ps212 �� BASE ANGLE ANCHORS PER EMBED. IS all Hill ANCHOR SCHEDULE l6 !114 Flx iC::: H 1 BUILD -OUT WALL MOUNT i�; C0PMGh7ENGlMMNGEX fiI; , ; -a8. zo VERT SECTION RY p � [ 14-1959 PAGE DESCRIPTION1 - ._..................... .... .--------- 1 1/4"-21 IIVNUT MOLL) HINGE ANCHORS PER ANCHOR SCHEDULE 14 1/4'-20x2" SS BOLT EMBED. THROUGH BA & INTO // ALTERNATE EDGE DISTANCE -} ARM BRACKET PPOR7F t ----- ; u 1/4"-20 RIVNUT OR / / I / LOCATION. USE OF:.� a MOLLY TACK -NUT EXISTING EXTERIOR �' THIS ALTERNATE PLv WALL FINISH LOCATION SHALL"`' �'d' �• \ MAINTAIN 90- ANGLE, [j.�r^ ,fin 0. ARMS SPACED PER \ WITH SHUTTER. W VJ�,"^LL'� N'm ARM SCHEDULE i W� N m w o =a��F" 1/4'-20 SS THRUBOLT & Z It w w U ,. 3 `x s EXISTING EXTERIOR L NUT OR 1/4"0 ALUMINUM _T (' ya Q w g z `o WALL FINISH LOCKING PIN w w Z^ OL m U KNOW w 2 17 ;'/W Q � WW .oWgoz� D U1 rL diw MAY BE I 1 2 ANGLE REM VED WHEN EMBED. w t p w SHUTTER IS IN OPEN POSITION 20 / 1/4"-20 THUMB SCREW \3 WITH SLEEVE SILEEVE ANCHOR PER SUPPORT ' ) RED HEAD DYNABOLT U O OfG F) CLIP WITH IV2' MIN EMBED w w AND 2t/a• MIN EDGE DISTANCE u ALTERNATE OPEN SHUTTER z MOUNT FOR END ARMS ONLY I Lu Z ° "<� BRACKET NOTES 1. MAY OPTION TO FASTEN / ¢ '^ c+ BRACKET TO ANGLE WITH ONE 1/4"-20 S.S. / 4 6° = 1'-0' VERT SECTION u O THRU.BOLTIN LIEU OFTO THE SHUTTER FRAME. 2. // t �w=� fu BRACKET MAY BE PLACED ON VERTICAL FRAME OR I = f w Z or - MULLION MEMBERS WITHIN 6' OF THE SHUTTER BASE EDGE / EDGE DISTANCE -} ALTERNATE SUPPORT! a N¢ Q ALTERNATE SUPPORT // AM BRACKET Q > o EDGE DISTANCE ARM BRACKET LOCATION. // o LOCATION. USE THIS ALTERNATE F - H S USE OF THIS ALTERNATE EXISTING 17 LOCATION SHALL L EXTERIOR \ LOCATION SHALL C F MAINTAIN 90a ANGLE o WALL FINISH / \, MAINTAIN 90- ANGLE 0 \ WITH SHUTTER. — — WITH SHUTTER. 'ACED PER / ARMS SPACED PER 1EDULE EXISTING l ARM SCHEDULE EXTERIOR _ _ WALL FINISH u O SS BOLT THROUGH THROUGHGH BAR & 17 / w z INTO 1/4'-20 RI.VNUi 21 0 B 17 �/ m < OR MOLLY JACK -NUT �a� W gg � EMBED.94 toI � pyg EMBED. 1/4120 THUMB w SCREW WITH SLEEVE 20 / `5 ANGLEMAYBE-1 11/4"-20SS t $ ayy0 REMOVED WHEN 1/4°-20 SS 0 A U MI & THRUBOLT & NUT Orv.--20 07OR NUT OR 1/4°L ALUMINUM SLEEVE E RED HEAD DYNABO O EE SHUTTER IS IN 1/4•p ALUMINUM SLEEVE ANCHOR PER SUPPORT gg i LOCKING PIN CLIP WITH lij' MIN EMBED W OPEN POSITION LOCKING PIN THUMB RED HEAD AND 2'/." MIN EDGE DISTANCE a R R s WITH SLEEVE RED HEAD DYNABOLT NLEEVE ANCHOR PER SUPPORT 3 ALT. OPEN SHUTTER MOUNT -1959 CLIP WITH 1ij' MIN EMBED .t i 14-1959 6" = V.D. -"s' ? • I".TINT VERT SECTION scALE: 1/44-0 AL THRMINUM LO&NAND 2i'o"MIN EDGE DISTANCE 4,,�,1/4"0 ALUMINUM LOCKIN[itr:'13ipp .`�r. 1 PAGE DESCRIPTION: Rca:gt�,yc �d> 18 - C) �i -Dy • o p, �.Rf'I'k3t1::..F.:Q OL7�,7rO LlJ. 1 OPEN SHUTTER MOUNT 6' = 1'-0" VERT SECTION _......... .......... ........ ---...__....-...... _._.....-----'-........ -._..---...__..._._..._............ .... ._......_._._......—......_.__...------....._..__....--•--....__._........_........... ...... ---....---...._..._..---... .._._ T_'�Lfti 1° MIN. NOTE: STORM BARS NOT SHOWN FOR CLARITY 1 TYPICAL FACE MOUNT 5 6" = 1'-0" HORIZ SECTION EXISTING GLAZING S8 SS EMS, (1) AT EACH END & I 08 SS SMS, (1) AT EACH END & AT MIDDLE OF SPAN TO HOLD AT MIDDLE OF SPAN TO HOLD TUBE TO FRAME (TYPICAL) z z rvon TUBE TO FRAME (TYPICAL) 6063-T6 ALUMINUM TUBE p ] 6063-T6 ALUMINUM TUBE AROUND OPENING PERIMETER; _ AROUND OPENING PERIMETER' ( 1"x2"4.062" MINIMUM, f a Q 1"x2"x0.062" MINIMUM, T 2"x2"x0.062" MAXIMUM. N LL 2"x2"x0.062" MAXIMUM. rl NOTE: STORM BARS NOT SHOWN FOR CLARITY z BUILD -OUT MOUNT 5 6" = 1'-0" HORIZ SECTION ............_...... ..... ......._..........._.............. ..... ... .... F NK eENNARD P.E:. nUu 1 YJ r^ LLN W %W q W-Oz F jB-< ry IIII II IIIIII IIIIII 150. to. ztm0 6� 6 31 — I III III �.Sw'e's"Tuoz wLX ace III III 3 3 I II I I �o .. -- --- CJ zNow ;13 Ui 2u QU I > M O FRAME CORNER DETAIL o 5 6" - 1'-0" ORTHOGRAPHIC w = D� E u 7 U)um"' U O { z o EZ J w III III 2 � Qo>v `o C, Ef I I O 30 LL '"gaa'aa@Ee� oHUM Sgag" 4 MULLION CONNECTION pp3 5 6" = 1'-0° ELEVATION I 8 ep v9? MIN. PR£:'I1%£'fflmvi?=r; i Aurpta:Ice;3;.f.�?_D 0.02 � 1-F•�GJZ,4, I d' coxlEflE a R fFNGNEF R R =9S A 14-1959 scA�E: - PAGE DESCRIPTION I �J EDGE ....._ .... _... _. .... ... ... ._... .................___...._._....___..................__.... ....._ .... ......................................................................_._.......... _. .. ....... ..,... r _... ... ' �• " EN�lARDO�f E •tl GE0046S49,'' EDGE EXISTING EXTERIOR J/ DISTANCE 1' WALL FINISH BY OTHERS 3/4- MAX. 7 8 10 I1 N iL a 33 STORM BAR ANCHORS 24 W W N N O S STORM BAR • PER ANCHOR SCHEDULE Z w Q W c 7 8 10 r3/4" i y� ZX 0:5 co w 33 WW _ _ a ut��rw I SHUTTER i• 2 3 3 3q EMBED. 23 2 pW w ti!1 3 5/16°0 SLOTTED HOLE • 6 SHUTTER BEYOND- FORTHRUBOLTS 3/8°0 HOLES 1° (TYP.) 2" u STORM BAR STORM BAR STORM BAR TO MULLION z z CONNECTION TYPE'B' s CONNECTION SECTION 4 CONNECTION DETAIL =t vi w 6 2'. 1'-0" EXTERIOR ELEV 6 2° = V-0" VERT SECTION 6 6" - 110" VERT SECTION cy z m S V I n 6 N U tli 0 Dw6a N £V � Q Z O U p J w o� E EDGE f DISTANCE 5/16.0 SLOTTED OR 3/8"0ROUND HOLES 0 £ • LL STORM BAR I I 7 8 10 STORM BAR 1 7 8 10 STORM BAR ANCHORS ; i PER ANCHOR SCHEDULE PER ANCHOR SCHEDULE 1 � EMBED. EMBED. SHUTTER • 36 s F Cps DBDyy I 6 7 3/4° 6 EX ING EXTERIOR EXISTING EXTERIOR WALL FINISH BY OTHERS � � zS ANCHOR SPACING PE0. ANCHOR SCHEDULE WALLISTFINISH BY OTHERS SHUTTER BEYOND SHUTTER BEYOND IsQ STORM BAR STORM BAR ALT. STORM BAR ¢ 5 CONNECTION TYPE'C' e CONNECTION SECTION CONNECTION SECTION 6 2° = 1'-D° EXTERIOR ELEV VERT SECITON ( 2- = 1'-0° VERT SECTION COP"M'NGNEEIMEM ^ sx{d;i� :viLS Crr Aarir... 14-1959 a�•:�P�x�:r;-�18—p�•pz smu:: PACE DESCRIMoNr t - �i."ni11>) 1 xuci tirnvvl i rYi nO 0.062" 0.062" LENGTH AS REQ'D L,IL JI u L I �,�, I J 1 D.250° 10.052" C c e 0.040` � LENGTH = 1° I }-1.250'4 1 FRAME 606�3-T6 ALUMM. �1.250"-} Z MULLION 6061-T6 ALUM. }}-3.126 -} 3 FRAME CAP 6063-T6 ALUM. 4 Z-BLADE 6063-T6 ALUM. 5 HOLLOW BLADE 6063-T6 ALUM. }----2.000°-} 6 FRAME CORNER KEY 6063-TS ALUM. }-2.000"--4---liL-- I STORM BAR'A' 6061-16 OR 6005-TS ALUM. LENGTH - 2' @ 12A 1 4'@12B LENGTH AS o 0 o M LENGTH - ENTIRE 1.REQ'D o LENGTH AS c u'i WIDTH OF SHUTTER Iry b REQ'D ~I �0.125" I -�D.250• i 0.125• --1- -1- 7 111------... t 5 �--2.000" -_4 �3.000" - H i3.000"� I - 5.000• THIS LEG AT WALL STORM BAR 8 STORM BARB' 10 STORM BAR'C' 11 BASE ANGLE 12 126 CONNECTION ANGLE 6061-T6 OR 6005-TS ALUM. 6061-T6 OR 6005-TS ALUM, 6063-TS ALUM. 6063-TS ALUM. fI 0.068" 1,750' i-}0.780" 2.375° V 41.000" L R0.412' m I I 0.080" 10.080' �0.062° Y La�l � 00.250" 1.125" 0.380` 0.380° 0.080" 2.381` 0.062- 7/16"0 5/16'0 FEMALE HINGE MALE HINGE SUPPORT BRACKET SUPPORT BRACKET 1 6061-T6 ALUM. 1 6061-T6 ALUM. 1 6063-7 ALUM. 6063-T6 ALUM. LENGTH - 2° @ 13A c 4" 0 13B 0 L__,C_0.250° .rt STORM BAR 13 136 CONNECTION ANGLE 6063-TS ALUM. L.12-LEG AT WALL L==�- 0.125" 7- �1 OPTIONAL BASE ANGLE 19 6063-TSALUM. ;? }CT%CTi dVFt si> :h. FlAni1.a BILL OF MATERIALS �`"'"'"""N NO. DESCRIPTION NOTES :41CALmti:;e ,1 SHUTTER FRAME 6063-T6 ALUMINUM 20 OUTER PORTION OF SHUTTER ARM 6063-T6 ALUMINUM 2 2 MULLION 6061-T6 ALUMINUM 21 INNER PORTION OF SHUTTER ARM 6063-T6 ALUMINUM mn ui I)e"'V1 3 FRAME CAP 6063-T6 ALUMINUM 22 0.050' THICK ALUMINUM HURRICANE SHEET 3003-H14 ALUM.; MIN SEAM OVERLAPS = 2" AT MULLIONS 4 Z-BLADE 6063-T6 ALUMINUM 23 V" STL BOLT OR THREADED ROD W/WING NUT STORM BAR TO SHUTTER MULLIONS 5 HOLLOW BLADE 6063-T6 ALUMINUM 24 Y4" MOLLY JACK NUT OR 6061-T6 RIVNUT FOR SETTING OF NO. 23 ABOVE INTO MULLIONS 6 L2"x2"x0.093" FRAME CORNER KEY 6063-TS ALUMINUM; PLACED AT EACH FRAME CORNER 25 1/4-20 S.S. BOLTS & 6061-T6 RIVNUTS AT FRAME CORNERS & 12" MAX O.C. (SHEET TO SHUTTER) 7 L2'x2"xV," STORM BAR 6061-T1 OR 6005-TS ALUMINUM 26 " 5052-ALUMINUM POP RIVETS 1° FROM HINGE ENDS & 6- MAX O.C. (TOP HINGE TO SHUTTER) 8 L3"x2"xY" STORM BAR 6061-T1 OR 6005-TS ALUMINUM 27 1 3A." 5052-ALUMINUM POP RNETS I" FROM HINGE ENDS & 6" MAX O.C. (BASE ANGLE TO SHUTTER) 9 28 1/4-20 S.S. BOLTS & 6061-T6 RIVNUTS 1" FROM ENDS & 12" MAX O.C. (BASE ANGLE TO SHUTTER) 10 LS"x2"xV," STORM BAR 6061-T1 OR 6005-TS ALUMINUM 29A NO. 6 x %" S.S. P.H. SMS SECURES Z-BLADE END TO FRAME CAP (2 PER BLADE END) 11 L2"x1.5"MINxV," CONT. BASE ANGLE 6063-TS ALUMINUM; SECURES SHUTTERS CLOSED 29A NO. 8 x %" S.S. P.H. SMS SECURES HOLLOW BLADE END TO FRAME CAP (2 PER BLADE END) 12A L3"x2"xVV STORM BAR END CONNECTOR 6063-TS ALUMINUM; 2" LONG; USED WITH -OUT BUILD -OUT 30 NO. 8 x 3" S.S. F.H. SMS 2 PER MULLION END THROUGH FRAME 128 L3"x2"X% STORM BAR END CONNECTOR 6063-TS ALUMINUM; 4' LONG; USED WITH -OUT BUILD -OUT 31 NO. 6 x iV4" S.S. F.H. SMS 2 PER FRAME CORNER INTO CORNER KEY 13A L4"x2"xY4" STORM BAR END CONNECTOR 6063-TS ALUMINUM; 2" LONG; USED WITH BUILD -OUT 32 NO. 6 x %" S.S. F.H. SMS I PER FRAME CORNER INTO FRAME SCREW BOSS 138 L4"x2"xy" STORM BAR END CONNECTOR 6063-TS ALUMINUM; 2' LONG; USED WITH BUILD -OUT 33 Wx3"MIN STL. BOLT W/WING NUT 1 PER STORM BAR END THROUGH END ANGLES & BAR 14 FEMALE TOP HINGE 6061-T6 ALUMINUM; FULL WIDTH OF SHUTTER 134A 1 1/4-20 RAW L CAULK -IN SEE ANCHOR SCHEDULE 15 MALE TOP HINGE 6061-T6 ALUMINUM; FULL WIDTH OF SHUTTER 348 1/4-20 MALE OR FEMALE PANEL MATE SEE ANCHOR SCHEDULE 16 SHUTTER ARM SUPPORT BRACKET 6063-T6 ALUMINUM; ARM TO SHUTTER BRACKET 35 V, STL BOLT OR THREADED ROD W/WING NUT ANCHOR STORM BAR ENDS TO WALL ANCHORS 17 SHUTTER ARM SUPPORT BRACKET 6063-TG ALUMINUM; ARM TO WALL BRACKET 36 M4-20 STEEL BOLT ANCHOR STORM BAR END CLIPS TO WALL ANCHORS 18 - - 37 1/4-20 S.S. BOLTS & 6061-T6 RIVNUTS 2 PER BASE CLIP INTO SHUTTER FRAME 19 L2"x1.5"MINx%" BASE ANGLE 7' LONG 6063-T6 ALUMINUM; (1) AT EA. VERTICAL SHUTTER MEMBER ,2wo _,y�0.049" 1' O.D. SERRATED TUBE ARM ZD (OUTSIDE) 6063-T6 ALUM. �0.049" 7/8° O.D. SERRATED TUBE ARM (I�21 6063-T6 ALUM. >W.$R I 14-1959 2129 17- M.55 dift Wiqec %14.1959 NOAJJpEate 17.12M.M (WISH-M) WZ113 FS"OA RmaxellVVP 17FBCU,,­,XW136M[mW 8-1 S1­t,,(NOA)._9 II 1/4 SHUTTER HEIGHT .. ....... .. ... ............... . .. 1/4 SHUTTER 114 SHUTTER 1/4 SHUTTER HEIGHT HEIGHT HEIGHT T .......... ... . I ko 41 or) to z It i �j: I` '! cl N 1 O :I jj III. li! :;; ; ly i ''LLL �'I ie �Iiii :I P F� We 2 z Ur) I ;lit I' a % 0A 76" MAX HEIGHT 24" MAX 24" MAX. c AR SPACING) AR SPACING) 4 � A om E. z 96" MAX HEIGHT 4 m -n > o 0 X 0 cl� A N 9 1. 't z > 03 r- m M x > M U) V) c: cm z M 03r- x M /2 SHUTTER HEIGHT 1/2 SHUTTER HEIGHT — 03 I- m 0 m 9 > IF 48 MAX. 48" MAX. (BAR SPACING) (BAR PACING) S —96' MAX HEIGHT 1/3 SHUTTER 1/3 SHUTTER /3 SHUTTER FHEIGHT HEIGHT HEIGHT %JD w 9 03 32" MAX' (BAR SPACING) —96" MAX HEIGHT . .... .. . .. ........... ........ ... REMARKS .. IDRWN CHKO DATE FLORIDA SHUTTERS, INC. 1055 COMMERCE AVENUE VERO BEACH, FL 32960 (772) S69 - 2200 NT WA RKS CL 9 KL F. IM?� !REYPERSMO 20!W:BC� K FLB 10/10111 201 B (Oaf= 47F N RLW TEE latwu Ln ko 'IMPACT" ALUMINUM BAHAMA SHUTTER MIAMI-DADE NOTICE OF ACCEPTANCE .... . . . ............ . . .. ..".-TE _.E.. 160 SW. .1h AVE$..- , U.-TE 6 DEERFIELD BEACA�,`4 §3442. E:EU..0 H :X g ENGINEERINGEXPRES 0 CERT OF AUTH on on 9a Sb m I-+ I lD Ln to t0 C9 C9 C9 C 9 c C 9 C C 9 9 C9 Cc C Cc 9 C9 Cc C C 9 9 C C 9 11 Cm C 9 V c 'CO 'CO 'CO V C� C 9 C C 9 9 CC C9 'C9 9 CC 9 C� � C C- V C9 0 C C9 3 9 m O O O O O O O O O O O O O O O O O O O O O O Coo O O O O O O O O O O O O O O O 08 O A m rtw Agtlmga Hold m�i: mlgm m" m a N m n z y30 yN O ym Ny 'o �g y i k e oym NP ri pj pp 111^n1 Nilo y3 P 0 0 ..... O m D NP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 °o a � 0 ? p� z Om D G)0 fp m 9 m 2 N 0 + A o k o m k e9 e i 2 Om N �� n N r ID C9 C C C C C C C C C C C C C C C c 3 v -1-�II-1-1-1Nyy-1ti O O O O O O O O ti O O �� O O ti�-1-1-I O O O O 9 -1 O O v -I-1 O O .bb 1% my- NO r r r r r r r r r r r r r r � r r r• r gyP11 NA N y Z myO NP Fn �O m NP uI go O O 0 � OD °xan rNir $ 0 0 nD 0 O p0 ` `J�hijci=i ..... ... _.......... .---.------__.___.-._. _._.__.. _ ........_ _. FLORIDA SHUTTERS, INC. 10SS COMMERCE AVENUE VERO BEACH, FL 32960 CORPORATE OFFICE:.•// (772)569 -2200 160 SW 12[h AVE, SUITE',r66 DEERFIELD BEACH, FL 33d4i% "IMPACT' ALUMINUM BAHAMA SHUTTER P(954) 3544M F:(954) 3S440443 MIAMI-DADE NOTICE OF ACCEPTANCE E: HELLOOENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM SCANNM BY -311. ,t n'l (cap IAM f-DADE MIAMI-DADE COUNTY R PRODUCT CONTROL SECTION DTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 B',,Q ARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy P4 T Industries, Inc. 1 70 Technology Drive Korth Venice, FL 34275 s NOA is being issued under the applicable rules and regulations governing the use of construction erials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - duct Control Section to be used in Miami Dade County and other areas where allowed by the Authority ,ing Jurisdiction (AHJ). s NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Ltrol Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve right to have this product or material tested for quality assurance purposes. If this product or material s to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ r immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. Z reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Lion that this product or material fails to meet the requirements of the applicable building code. 3 product is approved as described herein, and has been designed to comply with the Florida Building le, including the High Velocity Hurricane Zone. Iit"PROVAL SCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I. DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 ugh 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and se led by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with th Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. SSILE IMPACT RATING: Large and Small Missile Impact Resistant. I., ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, In odel/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise no ed herein. NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no hange 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 & materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of ny product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to omply with any section of this NOA shall be cause for termination and removal of NOA. VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fo1. wed by the expiration date may be displayed in advertising literature. If any portion of the NOA is dis)layed, then it shall be done in its entirety. IN11 PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dis ibutors and shall be available for inspection at the job site at the request of the Building Official. NOA revises NOAH 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as wei as approval document mentioned above. Thy submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 y Expiration Date: March 26, 2021 Approval Date: November 30, 2017 ((( Page 1 B.I Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawingg and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0 714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) E-1 Manuel ere P.E. Product ControtEx,44niner NOA. No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CONTEW D) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Manfiel ere P.E. Product Conti l Exafniner NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 E. F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. anu r z, P.E. Product Co rol E hromer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) OR .090" SAFLEX "pVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEY® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7116" LAMI CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A .090" KURARAY TROSIFOO PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 6PV13(BY KURARAY AMERICA, INC.) OR .090" SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ePVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLE)e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H.13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOLT PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/B' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL"' KURARAY AMERICA, INC.) OR .090' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/B" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K.13116" LAMI IG: (1) LITE OF 116" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS. AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFO-L- PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAW CONSISTING OF (2) LITES OF 118"ANNEALED GLASS WITH A .090' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLE a PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) 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. :ODES / STANDARDS USED: :2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 2014 FLORIDA BULDING CODE (FBC), STH EDITION -ASTM E1300-04 �AISI S100-12 �AISC 360.10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRU S IONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... B-11 Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi Elco UltmCon® 155 ksi 177 ksi 410 SS Elco CreteFlex(D 127.4 ksi 189.7 ksi 6063-75 Aluminum 16 ksl 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksl 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTI- 4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. 107N VEN TECHNOLOGY FL 342 DRIVE GENERAL NOTES (941)400-1600 .� FBC 20/7. CERT. OF AUTH. #2N96 ALUM. SINGLE HUNG WINDOW, IMPAC corramKrozov rvT woustwrs�wc SH700 NTS 1 Ill ��4040.20 PRODUCT REVISED us nmy9yi5 with the F70aidr- BuildiogCodo 12 wi n m % 111uIut//� ... ......, * No.58705 O STA OF !' (V . -"7,,,, 70NAL IE?��. A. LYNN MILLER, P.E. FL P.E.# 58705 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE Part# Description Material 71 Kommeding 4SG TPS Spacer System uenex�uper-SnaQeer-nXFAM WoLIMettSutyl— Quanex Duraseal Spacer See this_ Sheet 73 for Materials 74 Cardinal XL Edge Spacer 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16• ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. LAMINATED GLASS 80,81 or 82 7/16" LAMINATED 7/16" LAMINATED GLASS 83,84 or 85 NOTE: 71-74 EXTERIOR INTERIOR r 71-74 Lj% LAMI IG OUTBOARD LrrES Y BE 1 (ALL SECTIONS) UPGRADED UPGRADED TO 3/16' WITH NO CHANGE IN "PVB! = DESIGN PRESSURE. KURARAY TROSIFOL 1/2" NOM. 1/2" NOM. ' PVB INTERLAYER GLASS BITE 46 GLASS BITE °f SAFLEX PVBINTERLAYERBY EA§FLEX CHEMICAL COMPANY TMA 70 38 g 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16• ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 7/16" LAMINATED AIR SPACE AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS 118• TEMPERED GLASS 13/16" NOM. 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7116" LAW 89,90 or 91 SILICONE HOT-MELTBUTYL REINFORCEMENT pOLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 5116'NOM PRODUCT ILVISM STRUCTURAL SILICONE 3/16' NOM 1/4•NOM FOAM 5/16' NOM. BUTYL& SEAL SILICONE SEAL as complying with the Florida Building Codo POLYISOBUTYLENE WITH DESICCANT ROLL -FORMED p irt—pi"nCC Nv WITH DESICCANT DESICCANT FOAM STAINLESS STEEL Ex irsti Date ��jpzl EXT. GLASS EXT. GLASS E%T. GLASS B EXT.GLASS M1Ziwni aria Product' T 11111 f7 , ' INIT. GLASS INT. GLASS INT. GLASS INT. GLASS ` EN P '•:(� KODISPACE 7, SUPER O DURASEALO XL EDGE" 8SPACER _' ,t:' No.58705 *= 4SG TPS SPACERUNXT1"r SPACER =-o '�O�••'• �SgTAEi�— I�'�'�` 1070 TECHNOLOGY DRIVE GLAZING DETAILS N. VENICE, FL3t275[�T- % �s'•FZORIDAf,�i' /''�S,ONAL (941)460-1600 � `" G'`• eY• �: Rewtmc CERT. OF AUTH. 0292DSALUM SINGLE HUNG WINDOW, IMPACT ,,,, 11� JR °GNfl/17 G NOCNANGESTHISSHEET. conaicnramir s.,..�ume mm m.r o.wcw. a." 1 A.LYNN IMILIL�R,P.E. In�T. ° ,,. —In ° m" , Pie" a Sh7ao FUII 1 2 - 11 4040-20 G FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS 4B" A,B,M 60" A,B,M 62" A,B,M 53 1/8" A,B,M TO63118" C,D,E,F,G,H,I,J,K,L TABLE STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 50 618" 63" 72" 74" TABLE 2. 76" a., A,B,M ,+80.0 -80.0 +80.0 -BO.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 1 +70.0 -70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -BO.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 62" A,B,M +B0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 63118" A,B,M +80.0 -80.0 '+80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 AO70.0 UP TO631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 :USTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE: 3ASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 1 171/8" 1 2211/16•' 1 28 3/16" 1 33 314" 1 39 61`16" 4413/16" 1 50 3/8" 6516116" 53118" D,E,F,J,K,L4®1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 -70.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 1 +70.0 1 70.1 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4647, 4648 C. 5N6" LAMI - (1/8"HS,.090,1/8"HS) FTL-4647, 4646 D. 7/16" LAMI - 3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16- LAW - (3/16"A,.090, 3/16"HS) FTL4645 F. 7/16" LAW - (3/16"HS,.090. 3/16"HS) FTL4645 G. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL4646, 4723 H. 13116" LAMI IG -1/8" T. AIR SPACE, 5/16" LAM[- (118"A,.090,1/8"HS) FTL4646 I. 13/16" LAMI IG -1/8" T. AIR SPACE, 5/16" LAMI - 118"HS,.090.1/8"HS FTL4646 J. 13/16" LAM[ IG -1/8" T, AIR SPACE. 7/16" LAMI - (3/16"A,.090, 3116"A) FTL4649, 4650 K. 13/16" LAM[ IG -1/8" T. AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL4649, 4650, 4958 L. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16- LAMI - (3/16"HS,.090, 3116"HS) FTL4649, 4650 M. 13/16" LAMI IG-1/8•'A, AIR SPACE, 5116" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 5' HT. T H HT. MEETING RAIL ��jj t -i SASH jT. •p• MINUS SASH HT. MEETING RAIL HT. �py I1 J� •X" �.LH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP 1W0 TECHNOLOGY DRIVE LIMITATIONS. N. VENI.E, FL 34275 DESIGN PRESSURES 194114"-'6" m CERT.OFAUTH.p2 M ALUM. SINGLE HUNG WINDOW, IMPACT JR OWS117 G NO CHANGES THIS SHEET. " � �,,," grow cor O-il osat� �'�ieir c°er�me ��i rr �inrn� :;�w„,"'a�,R, ® SH70D NT$ 3 d 11 404020 PRODUCPREVISM s ro+uoYh28with 16al 961dmg Code 1n -, i . . &Y LYNI �� ••• VICEN 1k ; No. 58705 L-26 V2�j ��''s�ONAL ENG��• A. LYNN /t'IILLER,\P.E. FL P.E.# 58705 I SEE DLO TABLE SEE DLO TABLE ( I 49 5/8' MAX. FIXED ^L-O ALk O j X j 48 1/4' MAX. VENT DLO (ALL) DETAIL A ill O j SEE DLO+ ABLE I X j B —53 1/8" MAX. FLANGED WIDTH — 52 1/8" MAX. I.F. WIDTH 1 75" MAX I.F. D—J HEIGHT 76" MAX. FLANGED HEIGHT 38 7/16" MAX. SASH HEI HT 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT 20" SASH HEIGHT B -� DETAIL D VIEW (CUSTOM SASH) O j SEE DLO TABLE 75" MAX. A I.F. HEI HT 76' MAX. FLANGED HEI HT SEE NO E4 DETAIL B VIEW (STANDARD SASH) E—t 1 75" d4AX. I.F. E+J HEI HT SEE DLO TABLE O 76" MAX. FLANGED HEI HT SEE DLO TABLE SAS X AS H HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) 75" MAX. C I.F. SEE DLO TABLE O j HEIGHT 76" MAX. FLANGED HEIGHT SEE DLO X SEE TABLE DETAIL C RADIUS TOP (STANDARD SASH) PRODUCT REVISED LiG mmfAYIR4 -Itb 11rt Flgeia i:d pl Codc I — NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. _= * : No. 58705 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. — Z7 �O STATE 1070 TE•CHNOLOGYDRNE N. VENICE, FL 34Z75 ELEVATIONS 01. ���31•'•��ORIDP .•' •��� •• ••• •• ''��S'� 1 i�NG���� R. 'O RaNSMr CERT.OIFA .02M6 ALUM. SINGLE HUNG WINDOW, IMPACT 11i i 1 R'' JR Ofi/DfJ17 G NO CHANGES7H/S SHEET. sme sre o...ow. Rce A. LYNN MILLER, P.E. otmn oY fLEe pipCiu08 owls I1rm.e,�ae F.K. 9H7D5 J.J. 2 &V7 PGT oW0 SmEsa.DC. , RGmMRESM— M SR700 1vk 4 11 4Q40-20 G FL P.E.# 58705 I�-2.784•--1 _=1=— -tNSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8• FROM EACH SIDE OF SASH. 26 27 - MAX_VENT_DAYLIGHT-OPENING--- - - NOTE: BALANCE PARTS USED BASED_ON_SAShLWELGHT 9,10,11,15,16 -4 31 --- --------- - - ------ ------- -- - ------- MAX z.710• FIXED LITE ] 8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 255 -MAX. FIXED LITE DAYLIGHT OPENING r MAX. WIDTH SECTION A -A 6 OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 47 50 MAx HEIGHT 21 2.946 HIGH OUTSIDE SILL 2.330 4 I LOW SILL T_ MAX. NT 49rLIGH 4$ DAYLIGHT GHT LOW SILL HEAD JAMB OUTSIDE OPENING 28 68 z.710• I.F. FRAME II 53 1 OUTSIDE I PRODUCT REVlSFZ 6 os �PIY�B witbrtte Flgiig 53 Ou Idiog Code Acccpl°oc hi.." oB 2.946' (30"HIGH SILL) 63 Ezpiral on Date G no2 t 52 (LOW SILL) ny SEE NOTE ABOVE 54 64 PAea ade p i�t Fi 7 �.o Sao ......N• . LICENSE •. �(� .; 67 3 30 ULTRALIFT 12 ONLY 6g ULTRALIFT = �(; No.58705 12 ONLY SECTION C-C `• SECTION B-B (LOW SILL SHOWN) RADIUS TOP ALTERNATE HIGH SILL (HEAD DETAIL -FLANGED VERSION) D _ 10 S 7070 TECHNOLOGY DRNE e•'" N. VENICa. FL 34275 SECTIONS ATE O ����1 '•�<ORIDA ,••'•��� _ :�5 �NG` ONAL;10, Sl17 NO CHANGES THIS SHEET. CERT90FAUTH Z295 ALUM. SINGLE HUNG WINDOW, IMPACT nJRey rya F 911105 JJ. 223107 •,covrrt�crrt®nv "* ° �' a^"' "�-"s"* a..: waw„; SM00 Half 5 c 11 4040-20 G A. LYNN MILLER, P.E. FL P.E.# 58705 PGT# 3 1 4003C I FLANGE FRAME SILL (LOW SILL) -61222 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8"OR 5/8" GBPLCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8X1PHILLIPSFLATHEAD S.STL 78XIFPAX 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64064C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL STP249 31 4008 SASH SIDE RAIL 612231 34 1288 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X25/64"X1" 71622K 36 1052 LAM IGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAM] W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7116" LAND W/GRILL KIT 6985 46 4067 GLAZING BEAD,13/16" LAMI I.G. 54067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 407413 FRAME. I.F. JAMB 64074 54 1 2740 ISILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 ISCREEN FRAME (HOR. & VER.) 61014 56 1630 ISCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58. 1073 ISCREEN SPRING 7CASP 59 1624 IRrREEN SPLINE-.135 DIA FOAM 61624K 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 THIS SHEET, CERT.OF AUTH. 929ZIS CORa,G"ioaHr rrEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 3- 05- GLAZING-CHANNEL(.688X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK -706X1 T 67 GLAZING TAPE,1116 X1/2-7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW791, 899. 995 OR GE 7700 80 A GLASS, 5/16" LAM, (1/8"A.090 PV8,1/8"A) 81 B. GLASS, 5H6" LAM. 1/8"A4.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAM], (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16' LAM], (3/16-A,.090 PVB,3/16"/) 84 E. GLASS, 7/16" LAM, (3/16"A.090 PVB,3116"HS) 85 F. GLASS, 7/16" LAMI, (3/16"HS,.090 PV3,3/16"HS) 86 G. GLASS,13116" LAMI IG;1/8'T, AIR SPACE, 5/16" LAMI, (1/8"A,.090 PVB,1/8"A) 87 H. GLASS,13/16" LAMI IG;1/8'T, AIR SPACE, 5/16" LAMI, (1I8"A,.090 PVB,1 /8'HS) 88 I. GLASS,13/16" LAMI IQ 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/B"HS) 89 J. GLASS,13/16" LAM] IG; 1/8'T, AIR SPACE, 7/16" LAMI, (3/16' A,.090 PVB,3N 6"A) 90 K GLASS,13/16" LAMI IG;1/8'T, AIR SPACE, 7/16" LAMI, (3/16'A 090 PV13,3/16"HS) 91 L. GLASS,13/16" LAMI IG;1/8'T, AIR SPACE, 7116" LAMI, (3/16"HS,.090 PVB,3/16"HS) 92 M. GLASS, 13/16" LAWS IG;1/8-A,AIR SPACE, 5/16" LAM. (1/8"A,.090 PV13,1/8"A) 2.784 1.830 .062 47 FRAME, I.F. HEAD #4071A,6063-T6 48 FRAME, I.F. LOW SILL #4072A,6063-TB 2.908 2.374 PRODUCT REVISED a -plying with the Florida 110d)ag Code .062NOM gcceprawtaol (7(o3D-Dg THICKNESS 4 71 a' Date ILI 2.71 iv�I.tsR Dede Product Co' .062 NOM THICKNESS 10pLY LYN�,��'%�� ` P�1�i\ ••'�10ENSF �i`�F OFRAME, I.F. JAMB ; 5� #4074B,6063-T6 No•58705 = * 49 FRAME, I.F. HIGH SILL _ '• * #4073A, 6063-T6 (USED AS RADIUS TOP HEAD)ITIA - PARTS LIST l ALUM. SINGLE HUNG WINDOW, IMPACT pNAL'ENG��� n-T L*NWWILLVA, P.E. shoo NTS 1 6 1 11 4040-20 G FL P.E.# 58705 1.363 .062 O FLANGE FRAME HEAD #4002A,6063-T6 1.749 121.710 .062 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) - - { 1.342 ff .062 � .155 I.F. FRAME SEALANT ALONG ENTIRE JOINT I\ T I 1 Or 47 -L-f\2J) 2 . \ I.F. FRAME / i--2.784•-{ O FLANGE FRAME SILL (LOW) #4003C,8063-T6 062 ,-1 �--1.451-{T OSASH STOP #4025, 6063-T5 r--2.279----1 i[ n 1.707 .062 738 040 f 17 SASH STOP COVER #4053, 6063-T5 2.32E ----i 1.979 .062- 6 or 50 6or50 SEALANT ORI " lilt I AT HEAD ANDND SILL U I VIEW D-D VIEW E-E (1/1 &VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 0501 - 1.165 r 114411SS TT IICCL�L�- .678 osz 1.349 GLAZING BEAD, 5/16" 1 41 #4039B, 6063•T5 21 FIXED MEETING RAIL 2g SASH TOP RAIL 9SASH BOTTOM RAIL(LOW) iW054A,6063HD-TB® #4006C,6063HS-T6 #4007.6063-T5 j�05� II J 12 .678 1.096 4S 1-}�+I�� T O GLAZING BEAD 7/16" #4222,6063-TS 31 SASH SIDE RAIL 94008,6063-TS �2.784--I 69 FLANGE FRAME SILL (HIGH) 04050A,6063T6 -2.326--+i•--TII� I 2.638 .062 68 SASH BOTTOM RAIL (HIGH) #4051A,6063•TS I iR I DIMAH7 I G I NO CHANGES 7741S SHEET: I 070 TECHNOLOGY DRIVE N. VENICE, FL34275 (941)480.1600 CERT. OF AUTH. f 2' 9296 .050 II 1.115 �1� 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) I 678 .050 "098 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) 61 O50 �I +1 1.097 46 GLAZING BEAD, 13/16" IG #4067, 6063-T5 CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPAC » amrs cn..e m.nmta SH700 Half 1 7 1 11 4040-20 WELD ALONG BOSS (2) PRODUCT REVISED a5 mmplyiug with the FiorW Ruildi.s Coil. '— —, -- ...... V4f No,58705 �, TE 0 p (V / /A. TI0 IF NJ F� R?�.E \ FL P.E.# 58706 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE:- 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 U U J c1 c> U ANCHOR TYPE: c 1 T-,z,,z,-1i0000,: f0 O N Z N Z Z l7O N Z Z (7O N Z Z P7 pNZ c*I N Z ZM O N 2 Z c0 N Z Z WINDOW GLASS c.T OO�0O O�O7 O�ON O�Oci O�Ocgi O�Oc�T OO WIDTH TYPE U c) c� U 3 U c� U U 3 U U � U U 3 U U ,G, 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,L 1!2 11 111 112 1)1 1i2 2T2 1;2 23 2 2 2i2 2;2 2;2 212 22 2i2 2�2 2i2 212 2;2 22 2 3 2!2 313 19.1251 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,2 111 111 1 2 111 1'2 - 212 ._. ...... 1;2 2i2 _I__ 2;2 .._�_ 2.2 .... 212 2i2 2;2 ..__.... 2i2 22 2j2 T- 2!2 --- 2;2 2;2 22 2;3 2:2 - 33 ,G 1 1 1 1 1 1 1 ,L 1!2 __ 1'1 ..._ 1i2 112 __ 1`:2 ._-r 112 2j2 _1 1 2 2r2 3 2 2 2 2j2 2i2 2T2 2r2 2 3 272 2;2 2 3 2;2 2 3 313 2,2.313. 24.0001 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB , 112 111 1l2 1;2 1 2 1 2 2j2 112 2!2 2;2 2;2 2{2 2;2 212 212 213 2 2 212 2,3 2{2 2!3 3�3 212 3 3 JHK F,G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1,L 112 1,2 2!2 2;3 1�2 2 2 2!3 1 2 2 3 213 2;2 2!3 2;3 2;2 213 3i3 2i2 313 314 3C2 3f3 3 4 313 4 432.000M s - . 2i2 _.. _._. 2j3 _._-.._.. 1;!2 __ 2;3 ._._.. 112 - - 2�3213 .... _ ._.Y_.. 222 3 2!32�22f3 _.. .-.....'3-4...!2112 313 2j2 3(3 314 3F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1. 2 2 1 2 2 1 2 ,L 212 1j2 2j2 2i3 1;2 2!3 2-{3 2 2 2j3 23 212 2 3 2j3 2`3 2{3 314 2.3 3 3 314 3r3 34 3!5 3 3 414 37.0001 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2;2 112 2;2 2 3 112 213 2;3 2j2 2 3 2j3 212 2i3 2'3 213 243 3j4 2 3 313 314 3'3 3j4 3 5 313 4j4 PSF 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2P22 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1(2 2j2 2 3 2j2 2 3 2t3 212 2 3 2�3 2�3 2133 3 3{4 2 3 3j4 3 5 3 3 3j4 Z5 3 3 4'4 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 AB,M 2 2 1 2 212 2i3 2j2 2i3 2j3 2 2 2{3 2j3 23 2 33!3 314 213 314 375 3 3 _2 3!4 4�5 313 4j4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2_2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 ___. 2;2 Y 2j2 2�3 2j2 - 2i3 -._ ..._ 2i3 21 __ 313 _ 214 .--- 213 313 314 213 313 _..._-._ 3' 4 213 __._ 3'4 ._.�.. 315 . 3 3 3'4 4 5 3;4 4;5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A6M 2 2 212 2(2 213 2 2 2{3 2j3 2i2 1.. 3(3 2j4 213 313 314 2 3 3j3 L_.... 314 I_.. 213 _ . 314 3'5 3;3 3(4 4'5 3 4 I 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2i2 2 2 2?3 2 2 2T3 31' 2:;3 313 3i4 `2 3 3T4 3 4 213 314 315 3 3 3j4 3E5 3'3 4 5 4 T 6 3.4 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB, 2 2 2i2 2 2 2 3 212 2j3 3 4 2'3 313 314 213 314 314 2i3 314 3 5 313 314 315 313 4'5 4;6 3.4 515 PSF 72 1 79179 C, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 .._.._ 2 ._.l_..._.__. 3 53.125 1:E,F,G, H,I,J,K,L 2 2 .._.�._. 22 2 2 2 3 ..__.. 22 . .... T—. 2'3 ._.._.. 314 __,_ 2;3 3'4 314 ,. _..__ 2;3 314 34 3i3 3 4 3j5 313 414 46 3'4 4i5 4j6 314 516 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 3 2 2 3 2 3 ABM 2l,3 34 2`'3 314 3'4 23 3r4 3;4 1.2 3�3 314 315 3i3 4;4 45 3j3 4':5 4i6 314 4 5 2 2 -2 212 2 2 2 3 2:'2 THIS SHEET. DTO TECHNOLOGY DRIVE �'' N. VENICE, FL 34275 ANCf (941) 460-1600 i� CERT. OF AUTH. 929296 ALUA rcr wousi6�s we4D SH700 NTS 1 8 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 1S' MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL ED JAMB BELOW PRODUCT R6 th tw a� complYitr¢with t6ls Fls MTG. RAIL awid1°sue r.Lota3D.I (FULL DP) HEAD 2 ,u1;un'Dede Prod�fC JAMB ABOVE 2.3 .0\ONY LYA/NM�,,� MTG. RAIL JAMB BELOW MTG. RAIL �ICENSF •��� Q.. = SEE TABLE 1 FOR :Fp z >♦ :' No. 58705 = FULL OPlz NNDOWS S ...... :)W, IMPACT .,S�O/ ENG��• A. LYNMdy1144�R�1P'-�• -ft- a 4040-20 G FL P.E.# 58706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT VBSTRA'F� 28G55= 37c155 �44655— ----52155—�59.655 8Z,t55_ 74.655 _ 76.000 o m0 O ZrZmO NO .0 o U Z�Zm0 U o U z�Zm0 NO U o U Z NOON U z"o ANCHOR TYPE. o U U Z Zm0 NO�OclONO o U O Z—ZmO 0 c) U Z—ZmO NO ONONO o U U Z,Z O WINDOW GLASS �i ONONO ON U ON 0 v U ON U U U cJ 3 U WIDTH TYPE U U U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -- 1 -..,_....�- 1 1 H,I,J,K,L j(j 1 1 1;1 2!2 2 1 2!2 2!2 211 2;21212 212 212 212 2[2 212.2;2 2;2 __._. 212 3j2 _.._ 2 2 3j2 3':.2 2!2 3!2 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,MTi —I - r- — - -� 212 3i2 2T2 3 2 - ..— 3i2 ._ 2j2 — 3!2 1!1 1!1 1i1 2!2 2!1 2;2 2�2 2A 2!2 2!2 212 2!2 2;2 2!2 2!2 212 2:2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1_ 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 1i1 1{1 2!2 111 2i2 2T2 2!2 2!2 212 2 2 2 2 2i2 2!2 3!2 312 2j2 3 2 312 2 2 3 2 312 22 3;2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 1 1 1:1 1;1 2.2 1,1 2!2 2i2 212 2i2 2t2 2i2 2,2 2i2 2<.2 3;2 3 2 22 3'2 3i2 2r2 3;2 32 2;2 3j2 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 11 1 1 2'2 212 2;2 2;3 2'2 2 2 3;3 2!2 3r3 3;3 32 313 3;3 2;2 3j3 4j3 3T2 4i3 43 1 1 1 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 i — - 1111222i22i22!32!2223;32T2333332313332123�34i33�24!.34'33l2413 --__._—..._� _.T_...._ ,--.._� .�._ _. _1 _ _ _ PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 .2 2 1 2 2 1 2 2 1 2 3 2 3i3 4;3 3 2 4!3 4!4 3 2 4i3 37.000 H,I,J,K,L 1 1 lj1 1 1 2 2 2i2 2 2 2!3 2 2 2i3 31 2k2 313 3i3 313 4;3 3!3 1 1 1 2 1 1 2 1 2 1 2. 2 1 2 2 1 1 2 2 1 2 ABM 1 1 1i1 1 11212 2 2 2j2 2i3 2f2 2T3 _2_ 3j3 27 2 33 3i3 3�3 4f3 3i3 3'12 _2 3i3 _2_ 4i3 3;2 4T3 4I4 3r2 413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _._r_ 2 ....._._ 2 .�__. 2 —.t.._.._...._. 2 2 ._ _. 2 .._r_ 40.000 H,I,J,KL 1 1 1 1 1 1 2 2 .__.._._..—._ 2!2 2;2 213 2;2 313 3i3 2 2 313 __.r_ 4j3 _ _...__._ 3T3 4i3 ._.,.__.__r._ 313 313 413 4!4 3 3 41 4!4 3j3 5!3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2':2 2;2 2';3 2:2 3 3 3`:3 2.2 3.3 413 3:3 4T3 3:3 3!3 41 4!4 3j3 4i3 4!4 3?3 513 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 _.,_._ 2 2 __ ..._�-- 2 2 .._41 2 2 2 _ 2 2 2 2 2 2 2 2 2 2 .. _....._._..___ 2 2 44.000 H,I,J,K,L 111111 22212223±32123,334233j34143!34;34i43!34!3443!34j34%43°354 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 A,B,M 1 1 1 1 1 1 2121212 2 2 3i3 2'2 3 3 3!4 2t3 3:3 4!4 3!3 4 3 4;4 313 45 4;4 3;3 4;3 4,4 3;3 514 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2;2 2 2 3 3 2;2 3;3 3:4 313 3;3 414 3 3 44 414 3:3 414 4i4 4 3 54 4 4 413 5.4 Ag M 2 4 1 2 1 1 2 1 1 2 212 2 _ 2 2 2 2 2 2 3 3 2 2+2 2 _ . _...._._ 3!3 2 .. 3!4 2 _.... 3i3 _-. 2 3�3 3 _ 4i4 2 -_..,_..... 3i3 2 - ..._.—......_....._..... 44 2 414 2 3!3 2 4i4 3 — 4T4 •2 T _ 413 2 ..._r....... 5 4 3 _. 4 4 2 -- , 4i3 2 54 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2`2 2 2 3 3 3!3 3!3 4 4 3!3 4,4 4-!4 3i3 4'4 4`4 3'3 4'4 5�5 4!3 5 4 5'S 4!3 5!4 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 3f3 3!3 414 373 4 4 4i4 3,3 4;4 4;4 3i3 4;4 5'4 4]3 5;4 5j4 4!3 5,4 1 1 1 1 1 1 2 2 2:2 2 2 3 3 Jf u G141M. 34275 "G (941)480-1800 CERT. OF AUTH. M298 cornuo+*— P MU m— ALUM. SINGLE HUNG WI srlmo ITT S 9 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1l4' ELCO'ULTRACONS OR #12 SCREWS INTO METAL 2 - 114" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 12" MAX. FROM TOP CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: JAMB ABOVE MTG. RAIL f•R( DUCTREVISSD JAMB BELOW ns comptyi4 wuhttae[ka�a MTG. RAIL o,mlog coa ti !'1-oG30, JAMB ABOVE 212 N ��� JAMB BELLYNAV OW cENSF711 SEE TABLE 2 FRAIL * : No. 58705 S FULL DP %�O '• ST Ep /•��mz � 4DARD VIEW•.,FCORIOI*. •''G\� �'�,S�ONp IW, IMPACT 6c: "% A. 6NN, 1y LEA, P.E. .even 404Q 20 G FL P.E.# 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17.125 22.668 28.211 33.754 39.29 44.839 50.382 55.925 ANCHOR-TYPE GLASS TYP NO cfOO 'S N O —o OC'tON0-0ON�00 U —o OO 3 —u U _U U ❑. 10�70z —Q U Q U ❑ 3 U 0 U 3: n U U U ❑ U WINDOW WIDTH a 3 v OHO U 3 OHO U U 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L i....._1.........1......-Z _ ...Z.... _.2....._2...._2_....2...2 2 3 3 ... 2. .. 3 _ 3.....2.. 3.......3 3 3 3 3 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1• 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 _. 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 ............... 3 2 4 2 3 I 1 3 2 .... 3 2 .._........... 4 1 3 2 - 4 2 _... 4 1 _.._......-_....__...._... 4 2 5 2 571, 1 4 2 5 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 � 2 11 2 2 2 2.2 2 2 3 2 3 2 3 2 4 2 3 4443544554sPSF 2P.2�... 22 2 79 76 79 77 79 79 7944.00D D,E,F,J, KX 2 2 2 2 2 2 2 22 2 2 2 2 554 2 2 2 55 2 2 46PSF 2 11 1 2 22 3 33444543 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 ..4- 2 ..4 2 54. 2 .5....._5... 3 2 .4. 2 .._66 ...511 3 ... 2 .4. 8..._.s.. 2K.L .5... s... 1 1�22 2 3 .._3_. 3 4 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 6 3 ................................ 6 2 5 3 7 3 6 2 ............ 5 3 7 1 1 1 2 2 2 3 3 3 4 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE: ANCHOR TYPE. 1.2.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 3�O No oQ o zz�oNz�z?oNzr O O c O p zo O z N'nNpzNoro OO zNo U � 8 z o oNz"zz� L o U U O WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 66 78 44.000 2 2 2 2 2 2 3 213 3 3 3 413 3 4 3 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 1 3 1 4.1 4 1 3 1 4 1 5 1 3 1 4 5 3 4 53.125 73 58 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 II'�i(JL�I�II' ANC M. CERT. 1F AUTHTH. #29298 AL U, THIS SHEET. SHM I NTS 1 10 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38' MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REGIS. TABLE 7. KEY: MAX. PSF SEE TABLE 3 FOR (DP LIMITED) 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL PRODUCTREVISFD TABLE 8. KEY: - ­mplyu-9 with 0. Fkxidn MAX. PSF Building Code 063Dz1g (DP LIMITED) 112 E rI JAMB BELOW 2 1 MTG. RAIL Mia Dade C\�;.•'' 110ENSF • ��� :� FULL DP JAMB BELOWB2 MTG. RAIL _ * NO.58705 - SEE TABLE 3 FOR FULL DP - 7 O' �� t� ''•F<ORIDP•• ' \�\� STOM VIEW IOW, IMPACT L A. LYNN MIL , P.E. D-ftft R•r. 4040-20 G FL P.E.# 58705 EXTERIOR INTERIOR NOTES: 1-3/4" MIN. EDGE � 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) WOOD ANCHOR (SEE NOTE 2 & 3) APPROVED 1/4" ELCO ULTRACONS OR 1/4"SS4 CRETE"FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314. FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR 2-1/2" MIN. EDGE CONCRETE ANCHOR (SEE NOTE 3 ) 1 MIN t 3.35 KSl MIN. CONCRETE I FT 1 3/4" MIN. OPTIONAL 1x "' 0 1 3/8' WOOD BUCK U MIN. (SEE NOTE 3) 114" 1/4" MAX. SHIM Mom' SHIM 1-V4" MIN. EDGE (CMU)- 1-314" MIN. EDGE (CONC.)- 1/4" MAX. SHIM - DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE t-i F-1-3/4" MIN. EDGE (ULTRACON INTO CONC.) 2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) 1 318" MIN. �.' 1/4' MAX. SHIM { _ CONCRETE ANCHOR, I 0 1" FH BELOW MEETING RAIL. (SEE NOTE 2) Isr 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' 5/8" MIN. EDGE 2-1Y2" EMBEDMENT MAX - SHIM WOOD FRAME �- I I 2-1/2" 131"DIA. MIN. x 2 112" NAI L, AT CORNERS _�&AND 5- O.C. 5/8" h 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131' 0 x 2-1/2" COMMON NAILS (F1657 NIL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 10, 1/4" DOD FRAME MAX. _SHIM 131" DIA. MIN. 5/8" MIN. EDGE x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD FRAME u / L .DIA MIN. ��u ppp 1/4" I x 212" NAIL, MA x2 1AT CORNERS SHIM AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 7071TECHNOLOGY11R- N. VENICE. FL I I 1 I ,•--F� Isatl assasDOoo �... �....,..--.��.. ...... .......� CERT. OF AUTH. XIMA EMBEDMENT DETAIL G, (SILL) ALUM. SINGLE HUNG WI a,enme.c sar a,"x sumo NTS 11 m 11 IMPACT 4040-20 PRODUCT REVISED as complying with the Florida IIuilding Code AccopancoNol—01v30.08 B"VmNon Date I jq�< ?D21 y { tuluurr �— •%" W NN N0.58705 •� 0,22 ""�i'01VAL St"" A. LYNf`I�IL�R, P.E. FL P.E.# 58705