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PERMIT DOCUMENTS TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFEBQQSPWFEBQQSPWFE TUSVDUVSF Dpsuf{K!1902103132 Engineering Evaluation Report # 4110-082820 Prepared by: A.Lynn Miller, P.E. BQQSPWFE 1070 Technology Dr. TUSVDUVSF N.Venice, FL 34275 Dpsuf{K!1902103132 (941)480-1600 Florida Registration: #29296 Manufacturer: CGI Windows and Doors 3780 W 104thSt. Hialeah, FL 33018 Product Description: 4110A Series Impact-resistant Aluminum Horizontal RollerWindow, (LM & SM), FL-23359 Compliance: The above-mentionedproduct has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptanceper Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. This product has been evaluated and is in compliance with the current Florida Building Code, including the “High Velocity Hurricane Zone” (HVHZ). Supporting Technical Documentation: 1.Approval document: drawing number HR4110FLPARev C, signed and sealed by A. Lynn Miller, P.E. 2.Test Report(s)No. FTL17-7535, 18-7858, & 20-2108.1-6, signed and sealed by Idalmis Ortega, P.E. FenestrationTesting Laboratories, Medley, FL 33166 TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure Test TAS 203-94 Cyclic Pressure Loading Test 3.Anchor calculations, signed and sealed by A. Lynn Miller,P.E., dated 10/9/18& 8/28/20. 4.Miami-Dade RER Product Control SectionNOA’s; PVB Interlayer by Kuraray America, Inc and Saflex PVB Interlayer by Eastman Chemical Company Limitations and Conditions of use: •Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. •This product is rated to be used in the HVHZ. •This product isimpact resistant and doesnotrequire impact protection in wind borne debris regions. •Frame and sash material to be extruded Aluminum. •Units must be installed in accordance with approval document, HR4110FLPA. A.Lynn Miller, P.E. P.E. # 58705 Engineering Evaluation Report # 4100-082820 Prepared by: A.Lynn Miller, P.E. 1070 Technology Dr. BQQSPWFE N.Venice, FL 34275 TUSVDUVSF (941)480-1600 Dpsuf{K!1902103132 Florida Registration: #29296 Manufacturer: CGI Windows and Doors 3780 W 104th St. Hialeah, FL 33018 Product Description: 4100A Series Impact-resistant Aluminum Single HungWindow, (LM & SM), FL-23358 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptanceper Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. This product has been evaluated and is in compliance with the current Florida Building Code, including the “High Velocity Hurricane Zone” (HVHZ). Supporting Technical Documentation: 1.Approval document: drawing number SH4100FLPARev E, signed and sealed by A. Lynn Miller, P.E. 2.Test Report(s)No. FTL17-7382, 18-8281& 20-2108.1-6, signed and sealed by Idalmis Ortega, P.E. FenestrationTesting Laboratories, Nokomis, FL 34275 TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure Test TAS 203-94 Cyclic Pressure Loading Test 3.Anchor calculations, signed and sealed by A. Lynn Miller,P.E., dated 9/25/18& 8/27/20. 4.Miami-Dade RER Product Control SectionNOA’s; PVB Interlayer by Kuraray America, Inc and Saflex PVB Interlayer by Eastman Chemical Company Limitations and Conditions of use: •Maximum Design Pressure: +55.0/-65.0 psf •Maximum Overall Buck Size: 52-1/8" x 77" •Maximum DLO: 48-13/16” x 35-1/8” •Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. •This product is rated to be used in the HVHZ. •This product isimpact resistant and doesnotrequire impact protection in wind borne debris regions. •Frame and sash material to be extruded Aluminum. •Units must be installed in accordance with approval document, SH4100FLPA. A.Lynn Miller, P.E. P.E. # 58705 rlri TRINITY GLASS Lt1 INTERNATIONAL TUSVDUVSF Dpsuf{K!1902103132 TRINITY GLA55 INTERNATIONAL Trinity Glass International 3365 15T WAY 5 INSTALLATION NOTES: FEDERAL WAY, WA 98003 PH: (253) 875-7300 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. GLAZED FIBERGLASS DOOR 00 0 (Y) 0 (Y) 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE U.*4- u-) (D MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT MZ Z EQ IMPACT OUTSWING < 1-1 INSTALLATION OF THE MAXIMUM SIZE LISTED. H>M LU 0-2211 -1 0 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE 3.UJ |- Z DILL_ & D OF+1/2 INCH (LE., WITHOUT CONSIDERATION OF TOLERANCES). M2 0 LU U TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: OU C 000 ANCHOR TO THE NEXT. > Ul Z<H cn 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND '-1 1-1 Z 33 0 LU 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 0\\ (3 UJ CD TABLE OF CONTENTS al BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN UJ INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: LU 0 0\\ SHEET #DESCRIPTION Fe LLI TAS 201-94 SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 0 I 13 R General notes 12 1 I. BETTER. a_ TAS 202-94 TAS 203-94 2 Typical elevations, design pressures UJ THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE 5. ASTM E283-04 1- MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 ASTM E330-02 3 .C Typical elevations, design pressures 0 1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE ASTM E331-00 4 Typical elevations, design pressures DISTANCE OF 3/4" SHALL BE MAINTAINED. AAMA 1304-02 > 5 Typical elevations, design pressures 6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY, 2. ADEQUACY OF THE EXISTING STRUCTURAL 6 USE 1/4" ITW TAPCONS OR 1/4" ELCO ULTRACONS OR 3/16" ITW Door panel construction details CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND to TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 7 Sidelite panel construction details Z EMBEDMENT INTO CONCRETE/MASONRY. TRANSFERRING APPLIED PRODUCT LOADS TO THE 8 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR Glazing details 0 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Z 9Vertical cross sections 1-1 FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK 0 LO VENEER, AND SIDING. Vertical cross sections 10 3. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND P ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1-1 21 11Horizontal cross sections 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 0 U MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12Horizontal cross sections lf) U.J CORROSION RESISTANT COATING. LLI RECORD FOR THE PROJECT OF INSTALLATION. 0 13Horizontal cross sections X 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 14Vertical & Horizontal cross sections INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR Horizontal cross sections SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 JOINT INTO FACE SHELL OF BLOCK. FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED 16 Buck & Frame anchoring ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 0 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 17 Buck anchoring WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AREAS. 18 2 01, 11,: Frame anchoring AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH .illill,8. STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY* 8927 4/m E 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 19 Frame anchoring THE ANCHOR MANUFACTURER. FOR THIS PRODUCT. .... -11* 20 Frame anchoring 6-.1-#12 0. f 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 6. FRAME & MULLION MATERIAL: WOOD OR PVC 21 Buck anchoring BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING : 0 #1*2 PROPERTIES: 7. CLADDING MATERIAL: FIBERGLASS 22 Frame anchoring - 042% - A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. 23 Frame anchoring B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH . C. HOLLOW/GROUT FILLED CMU - STRENGTH CONFORMANCE TO 24 Buck anchoring ASTM C90, MIN. F'm = 2000 PSI.%,ds'...1J1 - .'. 4 25 Frame anchoring *ps:.00% 1 26 Components /0 *lili all,% .- 27 Components 22 *u xi UZ 28 U tr) Components 0 0 29Bill of materials DWG #: FL-20867.1 Digitally signed by Hermes F. Norero, P.E. SHEET: Reason: I am approving this document 1 oF 29 nptp 101 F (IR 16 1 477 11 -(14'(In' (1rl TRINITY GLASS TUSVDUVSF Dpsuf{K!1902103132 INTERNATIONAL 37.50" MAX. O.A. 37.50" MAX. O.A. V FRAME WIDTH FRAME WIDTH TRINITY GLA55 INTERNATIONAL 3365 15T WAY 5 La-81 FEDERAL WAY, WA 98003 PH: (253) 875-7300 00 0 (Y) 0 0 (Y) Z U.*4- u-) (D 49 < LU <1 MZ Z EQ Z < 1-1 H>M 0 @ 0-2211 -1 1- 0 UJ |- DILL_ < 111 & D M2 V 0 LU U 11 9 0- OU 000 LU Z V > Z<H cn 1- -1 9 '-1 1-1 I 33 0 < 0 0\\ I(3 UJ e 0 LU CD C)al LU UJ X LU LU 0 0\\ I Fe I LLI UJ 0 I LU 13 R 12 I. a_ <C <C M UJ M 1-L 1- 11 IL 00 X .C 0 X V V <C 00 > 2 to J 2 Z F 0 11 Z 1-1 0 LO P 1-1 21 <1 <1 0 U lf) U.J LLI 0 X 0 DOOR WITH RECTANGULAR LITEDOOR WITH OVAL LITE 2 01, 11,: .illill,8. * 8927 4/m E .... -11* 6-.1-#12 0. f MAX. : 0 #1*2 - LITE DESIGN PRESSURE (PSF) 042% FRAME - TYPE DIMENSION . POSITIVENEGATIVE %,ds'...1J1 - .'. 4 *ps:.00% 1 RECTANGULAR -60.0 +60.0 /0 *lili all,% .- 37.50" X 80.50" OVAL +75.0-75.0 22 *u xi UZ U tr) 0 0 DWG #: FL-20867.1 SHEET: 2 oF 29 TUSVDUVSF 112.00" MAX. O.A. 74.75" MAX. O.A. ri TRINITY GLASS Dpsuf{K!1902103132 INTERNATIONAL FRAME WIDTH FRAME WIDTH 124124 12312 3 991410 10 1499 1410 10 14 TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH; (253) 875-7300 <1 CL 00 00 V) 0 CO 0 0 Z 6%* < Ul tr) Z 260 Z '-1 > M !* 0@ 4(r) 1111 1111 11 1- 0 UJ H 8Ief < U.1 rn D > 0 0, 4 i to / LU U 9 0- OU /3-h CDOO LU Z > Z<M V rn -1 9 1-1 1-1 0 < 0 I1- LU 0 LU (V) I CD CX 00/ Ea UJ CD .C 1-U -1 EW 0 Col LU I 1- LU - 00 I 0,<Al Ch i LU V 12 a. LU V UJ 05 0 0 X00X0 (2 , 1- 1-L LL.C V V X 0 0 0 X V 4-7 > rn \\13/ \\45/ 0 to 00 Z 11 111111 11 0 Z H 0 1-1 lo 1- H > U lf) LU LU <1<1 4 0 <1 * 9r 3 3 3 3 9 10 9 10 0 CONTINUOUS HEADER AND SILLCONTINUOUS HEADER AND SILL Z MAX. ...4"R DESIGN PRESSURE (PSF) FRAME CONFIGURATION JAMB & MULLION TYPE DIMENSION POSITIVENEGATIVE Wt=4X 'r* -C)&.44 +60.0-70.0 WOOD 74.75" X 80.50" OX/XO +55.0-55.0 PVC * ps:00# 1 -55.0 +55.0 WOOD hilli W/11 OXO112.00" X 80.50" \\0 > > E 0-1 -1 00 +55.0-55.0 COZ ULD PVC JL LL < H *3 Z II UZ o t. B U lf) 00 DWG #: FL-20867.1 SHEET: 3 oF 29 113.50" MAX. O.A. 75.50" MAX. O.A. TUSVDUVSF . V INTERNATIONAL FRAME WIDTH FRAME WIDTH TRINITYGLASS Dpsuf{K!1902103132 .75" MULLION -.75" MULLION 37.50" MAX.37.25" MAX. 37.50" MAX.37.25" MAX. ... ... FRAME WIDTHFRAME WIDTH FRAME WIDTHFRAME WIDTH TRINITY GLA55 INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 1 23 12412 3124 PH: (253) 875-7300 9 914 10 101499 1410 10 14 00 00 0 (Y) 0 .ry) 0 Z U.*** <1<1 LO u < LU tr) Z Z N Ch -3 1- U) OIL 85 < LU mD > 0 Mo OLLIU 9 0- OU 11111111 11 CO LDQOT Ul Z Z<00 CO -1 g CO < 00 LU 0 U.1 CY) C LU /7 :R LUO 1- a_ F2 I I LU /n 00 Cy J,1 Ch I (D CD In Cl_ LU LU I I UJ LU LU 1- <C 0 V M CL V LL LL 0 0 XX 000 , 00 V X ) XV ) <C 0 0 lo V = = Z E 2 0 2 Z H 0 to 12 11111111 11 1-1 2i CL U Lf) LU UJ 0 * 4<1 4<1 0 Z 33 33 99 ilitill'/ 1010 illilli" * 899 4 M .. MAX. .O - 29.Cs . 4 DESIGN PRESSURE (PSF) 0 FRAME CONFIGURATION JAMB & MULLION TYPE DIMENSION POSITIVEN EGATIVE \\SJ E -1 7 v,A +60.0-70.0 WOOD 75.50" X 80.50" OX/XO -55.0 +55.0 14::4/...Ti PVC +55.0-55.0 10 WOOD 01-! 00 > ruz JU) OXO113.50" X 80.50" MLL 1,_ +55.0-55.0 PVC II UZ OA S O O U W DWG# FL-20867.1 SHEET: 4 oF 29 TRINITY GLASS TUSVDUVSF U INTERNATIONAL Dpsuf{K!1902103132 . 150.00" MAX. O.A. FRAME WIDTH TRINITY GLA55 INTERNATIONAL . 74.00" MAX. FRAME WIDTH 3365 15TWAYS FEDERAL WAY, WA 98003 .75" MULLION PH: (253) 875-7300 74.00" MAX. O.A.CX 37.25" MAX. FRAME WIDTH 00 . 00 0 ro (V) 0 FRAME WIDTH (r) 0 Z U * 4- Lr) LD < LU 124 LO Z ZAO Z N HS@ 10 10 14 0. 0--3 0 Ill_ . D . > N 41 ULLIu <1 9 0- 0U CD. uT LU Z Z<QO -1 g 0 < CO LU 0 LLI UJ <C Il1111111111 12 '-1 CY I C. 1- a_ /\\ I V CD LLI LU 1- (72\\ I <C 0 LLI cn CE 1-L 00 XX 0 XX 0 7 X V V 42,1 Z V = 4-1/ 0 Z H 0 2 lo 12 1-1 2:i 111111111111 C U lf) LU ILJ 0 aL 4<1<1 0 Z 00.00 ,/111 i ZA,,/.. R 899 "# M 30>/ * MAX. DESIGN PRESSURE (PSF)DESIGN PRESSURE (PSF) FRAME CONFIGURATION ALUMINUM ASTRAGALPVC ASTRAGAL DIMENSION . 5-:...(43E>'gamiz POSITIVEN EGATIVEPOSITIVENEGATIVE '457.: 1, :...&@32 % *21 ....:.. 74.00" X 80.50" XX +47.0-47.0 +55.0-55.0 *30 . 7 ps::.34/ m f ''lillill.Z 0XXO 150.00" X 80.50"+55.0-55.0+47.0 -47.0 11) Of . 00 > COZ Ul/) . MLL CH_ II UZ 01* O #Ulf) bWG #: FL-20867.1 SHEET: 5 oF 29 Gl G2 G3 G4 - LVL STILE TUSVDUVSF SEE SHT 8PVC STILE CAP FIBERGLASS SKIN - 2.38" 1.58" - INTERNATIONAL D TRINITYGLASS Dpsuf{K!1902103132 - 1.58" - INTERIOR I F - FOAM CORE F .17" TRINITY GLASS INTERNATIONAL 3365 1ST WAY 5 1.22" 1.56" FEDERAL WAY, WA 98003 1 1.57" 1.56" 1.22" f 1 PH: (253) 875-7300 1 1 CL 1 fr.. 00 '' 00 0 Cr) 0 0 (V) 0 TOP RAIL EXTERIOR , 19" - d#4- tr) LD PVC SEE DETAIL 2 2 1.25" LVL LOCK BLOCK UD Z 260 1-1>M _11.11 C. .31" - - \\ LU C LVL STILE - pVC STILE CAP CL j Z -, LLI - OIL no D 4.14" (11 HORIZONTAL CROSS SECTION acI- /2 O LU U 0/ FOAM CORE-* FIBERGLASS 0U - 2.38" - CDOOT > 01 Z<00 cn SKIN i 0 05 H 1-1 5 25 0 L g 35.75-V 35.75 0 LU Cy Z 00* PANEL WIDTH PANEL WIDTH UJ - LVL LOCK <C 0 -3 C. a_ 0 / BLOCK LU -21" D.L.0. - ,V 15.50" D.L.O. ad I <Z} = 12 a_ 5.66" <1 LU 1- <C 0 ++ 5.50" 16.75" > LO + Z 11 INTERIOR 1 4 11 0 7 Z dv ctrl. 1 1-1 \\ SEE SHT 8 -1\\ + 0 Li V 6 \\1- LO -/L 12 Ci I '-1 X e 24 I EXTERIOR 0, LU E 0 U I + LU SEE 0 lf) + SEE DETAIL 17 LU SPR DETAIL 1 -1 I UJ \\ LU DETAIL 1 0 -1 CX Cl Z LU 11 Z 0 /0\\ Z + + . FIBERGLASS YARN 8 A M \\9/ \\9/ g REINFORCEMENT 0I 23 0 01- 2 + Z E CO S 8.6" 'i,111:17// itillii'.* el 2 0 * 899 '41 B lil I... s><0&<c,.,......./1@ibi FIBERGLASS SKIN 10.5" : . 0: IS t.%,53 C'S 5E -O. DETAIL 2 U_ i 1 00 H 0325 (f) E - BOTTOM . \\11 .. 0 / RAIL PVC 4 ..fi@ 1.35" LOCKSET HARDWARE MANUFACTURERMODEL f *'Ul'11%% > E LOCK & DEADBOLT COMBO 8.1" 6.2" KWIKSET 1-* -, B n Z J W SIGNATURE SERIES 991 1 2 *u * 62 3 5 - 1.56" - ORg tr) LOCK & DEADBOLT COMBO KWIKSET r GLAZED DOOR DWG # SIGNATURE SERIES 980 r- GLAZED DOOR /-2-\\ VERTICAL CROSS SECTION (11) (11) - FIBERGLASS SKIN: 0.079" THICK MIN. LOCK: F-SERIES FL-20867.1 - FIBERGLASS SKIN: 0.079" THICK MIN. SCHLAGE FOAM CORE: POLYURETHANE DEADBOLT: 860 SERIES FOAM CORE: POLYURETHANE SHEET: 6 oF 29 TUSVDUVSF ({i}***) r FIBERGLASS SKIN INTERNATIONAL TRINITY GLASS Dpsuf{K!1902103132.78".78" - SEE SHT 8 - CORE INTERIOR 1 r--FOAM 1 1.57" lj TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 TOP RAI L 1.57" 1.57" FLVL PH: (253) 875-7300 1.25" EX 00 t 00 0 \\ 1 CY) 0 (Y) U#4- Lr) tb EXTERIOR -1 R 1/) Z 260 LVL STILE LVL STILE -1 1- SEE DETAIL 1 1-1 > M Ul LU 0. Z0 FIBERGLASS SKIN 8 U 5Z LLI H OIL 00 D /T\\ HORIZONTAL CROSS SECTION OCUI- /2 Omg 1- 1- OU ' 0 S cs) CO S Z<m 35.65" 1-1 lai FOAM CORE - 3 25 g CD PANEL WIDTH 0 0 ('r) d HOL Z UJ 0 0. -21" D.L.O. - 0 LU hoo e FIBERGLASS YARN Cks 44.10\\ I 12 REINFORCEMENT 4 0 LIJ 1- <C 0 +++ > FIBERGLASS SKIN INTERIOR Un 4MMBM?3)24 ++ DETAIL 1 SEE SHT 8 Z 3- 11 0 Z EXTERIOR 1-1 1 0 + V lo 7 12 1-1 I 21 0, CD U LU Lf) ++ 0 UJ UJ I *.i 0 CL -1 LU Z ++ CD 0 0 0 CD Z + ///1/1,/7/,/ 8.6" 11 4,02<11 .,t.:321421 M + - - 10.5" - LIZ 1-R-*45-54>0 1.25" I.//1 LVL BOTTOM RAI L d.:.00(M ' 9 - 1.57" - 4 -2'HI'll,1 8.1". 6.2"E LD-1 cn > HZ UU-) II UZ ob S 0 0 U (f) (21 VERTICAL CROSS SECTION r- SIDELITE PANEL DWG #: FL-20867.1 FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE SHEET: 7 oF 29 STRUCTURAL SILICONESTRUCTURAL SILICONE TUSVDUVSF A8 A8 (SEE NOTE 1) (SEE NOTE 1) ri TRINITY GLASS INTERNATIONAL Dpsuf{K!1902103132 ALUMINUM/BUTYLALUMINUM SPACER #8 X 1-1/8" SELF SPACER SYSTEM #8 X 1 -1/8" SELF THREADING SCREW THREADING SCREW 1/8" ANNEALED GLASS1/8" ANNEALED GLASS TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 0.090" PVB INTERLAYER0.090" PVB INTERLAYER FEDERAL WAY, WA 98003 PH; (253) 875-7300 DUPONT BUTACITE OR ABP INTERLAYERDUPONT BUTACITE OR ABP INTERLAYER CL 00 CO 0 (Y) 1.72"1/8" ANNEALED GLASS1.72"1/8" ANNEALED GLASS 0 (Y) 0 U.*t* AIR SPACEAIR SPACE tr) LD 2 MZ 260 1 ./ 1-1 > M to 1/8" TEMPERED GLASS1/8" TEMPERED GLASS a U UJ k- LU OIL an D 1" O.A. THK GLASS1" O.A. THK GLASS acI- to OUJU (D OU 1/2" GLASS BITE1/2" GLASS BITE 000 Z > CO 6 3 m STRUCTURAL SILICONESTRUCTURAL SILICONE 0 5 25 % ll-1 CO (SEE NOTE 1) (SEE NOTE 1) 0, e doi UJ GLAZING DETAIL <C GLAZING DETAIL CL 1- *UJ /- 00 * CX 1 Ch i 12 a. UJ 1- STRUCTURAL SILICONESTRUCTURAL SILICONE <C 0 (SEE NOTE 1)(SEE NOTE 1) B8B8 > cn ALUMINUM/BUTYLALUMINUM SPACER #8 X 1 -1/8" SELF#8 X 1 -1/8" SELF SPACER SYSTEM LO THREADING SCREWTHREADING SCREW Z 1/8" ANNEALED GLASS1/8" ANNEALED GLASS 0 0.090" PVB INTERLAYER0.090" PVB INTERLAYER Z H 0 DUPONT BUTACITE OR ABP INTERLAYERDUPONT BUTACITE OR ABP INTERLAYER lo r H H 1/8" ANNEALED GLASS 1.72" 1.72"1/8" ANNEALED GLASS > U AIR SPACE AIR SPACE l.0 LU UJ 0 CK 1/8" TEMPERED GLASS \\ 1/8" TEMPERED GLASS 1" O.A. THK GLASS L 1" O.A. THK GLASS STRUCTURAL SILICONE - -.50" GLASS BITE STRUCTURAL SILICONE -v - -.50" GLASS BITE 0 Z (SEE NOTE 1)(SEE NOTE 1) ...0, '1'.1 iii,/. CO GLAZING DETAIL GLAZING DETAIL / 0* 893,4,2 i -1.50"- . 4 - - 0 - -- 1.24" - t - - (C:....(:fk. ks/.asis 2.52" 1" 1" 1.78" I 4 *n" bl,% m fu 00 F- * 7 0 60 Z J W ' JLLL 11- 2 - I I UZ U U) 0 0 DWG #: NOTE: /\\ FLUSH GLAZED FRAME - MAHOGANY UTE FRAME CAB) l 88J FL-20867.1 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE - ABS OR PC/ASA - ABS OR PC/ASA SHEET: 8 oF 29 . . TRINITY GLASS TUSVDUVSF INTERNATIONAL Dpsuf{K!1902103132 K TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 ..... -fl. 1 f 9 9- FEDERAL WAY, WA 98003 / V '7 ,/ 4 1 9- . 1 . , 9 . -- 1-1/4" MIN. 9 7 PH: (253) 875-7300 9. \\ 9 1-1/4" MIN. . 9 - 9'.\\ EMB (TYP.) ./.- 9 Z: 00 EMB (TYP.) 00 1 p. .-0 U) ry) 0 9 9 . CZ 1 . .. \\ 9 Z M * Z= . f 0 - 0 U % 4- (-r) tb U') Z ZE.o 0 1-1 > M Ul 0 Lu H BI2 ao D OCUI- 0 /2 03U OU CDOOT 0 Z<00 cn i 1-1 1-1 -'1 0 3 25 g 0/3 LD UJ r. 0 0, 123 dow UJ <C :WO Ch 1- UJ LU EXTERIOR CL< 11 Ch I > 12 a- 1(23 L.< LU EXTERIOR 1- <C H 0 5 INTERIOR > CO INTERIOR lo /-T VERTICAL CROSS SECTION Z LBY SHOWN W/ 1X WOOD BUCK -T\\ VERTICAL CROSS SECTION 0 Z -8/ SHOWN W/ 2X WOOD BUCK 1-1 0 to 12 a_ 1-1 OL U UJ lu 0 0 INTERIOR 5 EXTERIOR 0 10 Z ///1/1,/7/,/ D AS>.fl) ,,?1.:321423, 5 - 15#15*86 :14-1-- - 2*9-95 - - 4: LE 1-=&5*-,Fl. (15:Haimi AA:\\ t I. . lA - . 1-1/4" MIN. : \\8, -0 1%.:t= EMB (TYP.) A 1 a 01 -1 00 > * -, lf) Z JU) 32 *U *3 3% O 0 u W DWG #: /-31 VERTICAL CROSS SECTION FL-20867.1 SHEET: 9 oF 29 TRINITY GLASS TUSVDUVSF INTERNATIONAL Dpsuf{K!1902103132 K 9 4 . 1 9 ' 7 - 7 *- 9 9 TRINITY GLASS INTERNATIONAL 9 XU . 1-1/4" MIN. 3365 IST WAY 5 .. , 4 V 5 9 . 40.4. , , h EMB (TYP.)FEDERAL WAY, WA 98003 .9 PH: (253) 875-7300 . 1 , .14. E . . *.9 * - . - 4 00 00 0 U) ry) 1 0 Z B M 0 0 U % 4- (-r) tb U') Z ZE.o 0 1-1 > M Ul 0 C 0 Lu H BI2 (SEE NOTE 1) ao D OCUI- 1 1 0 t2 (SEE NOTE 1) 03U OU CDOOT 0 C Z<00 cn i 12 1-1 1-1 -'1 0 3 25 D@* g 0/3 LD UJ r. 0 0, dow EXTERIOR UJ <C :WO Ch 1- UJ L LU CL< 11 Ch I > 12 a- EXTERIOR LU 1- HINTERIOR <C 0 INTERIOR > CO (21 VERTICAL CROSS SECTION 4-Qj SHOWN W/ 1X WOOD BUCK lo (1)VERTICAL CROSS SECTION Z 0 Z 1-1 0 to 12 a_ 1-1 OL INTERIOR EXTERIOR U UJ lu 12 0 0 10 (SEE NOTE 1) 0 13 Z ///1/1,/7/,/ 0'2: 'i.3 R n AS>.<11 ,,?1.:321423, 5 4I 44. A 4 4 1-1/4" MIN. 4.. 4 - I. 2*9-95 - - EMB (TYP.) LE 1-=&5*-,Fl. (15:Haimi 1 - . 44 '. 6 : Hi -0 1%.5.t= a 01 -1 00 > * -, lf) Z JU) /-31 VERTICAL CROSS SECTION 32 *U *3 3% O 0 u W DWG #: NOTE: FL-20867.1 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. SHEET: 10 oF 29 1-1/4" MIN 1-1/4" MIN .. EMB. (TYP) TUSVDUVSF " EMB. (TYP) 1 TRINITY_GLASS INTERNATIONAL Dpsuf{K!1902103132 //3.4 123 (12A1/' <1 Z 6 4 TRINITY GLA55 INTERNATIONAL 33651ST WAY S DD FEDERAL WAY, WA 98003 4 6 PH: (253) 875-7300 CL 00 1 00 0 . (V) 0 (r) 0 INTERIOR INTERIOR U * 4- tr) LD U) t ZAO V)Z Z G HSR 3S4g .6 4 1 ':. a- '-L H z 0 -..S 4 -77,,,././././. OIL 1 D - U.1 18 LU111 d. 12 2 G 0 O LU U 4 4 0 U / 0 > Z<00 CO i 0 Ch 0 LU 6 . 46 CL UJ 4 <7 <C --a_ 12 : UJ (8 1-Z <f -,10\\ I 12 CL CL (SEE NOTE 1)- i. )- \\F Ill EXTERIOREXTERIOR UJ > 1- et B <C 00 n 0 LU > CO (21 HORIZONTAL CROSS SECTION /-11 HORIZONTAL CROSS SECTION 11 SHOWN W/ 2X WOOD BUCK 1-1 SHOWN W/ 2X WOOD BUCK Z 1-1/4" MIN 1-1/4" MIN . 0 EMB. (TYP) Z EMB. (TYP) H 0 lo 12 / 1-1 2i C U A Lf) 6 UJ LU L L 0 CY 6 6 4 .:'.. 4 r t K 6 t> \\\\\\\\\\1 \\\\\\\\\\\\N :<lift\] 1111 HII INTERIOR 0 6. t .ts .6, INTERIOR (i-i)n . . 4 2 ,111,11. 1 ;.0 464 <S \\ N ililillill l 1. 1 1 :5'*.61, t ..'1*1.Iwill'1111 SY*F - - . .4 . 0 iz *9. 5 - - (f) E L)\\ 25 P'', <Ct . 01 . 0,7 'tra <* A<85% k & Ff 0 (SEE NOTE 1) //// EXTERIOR s '///1 Ht"61 EXTERIOR 061 St/) aZ fato M LL < |_ 3 2 %- xi UZ HORIZONTAL CROSS SECTION U U) 0 0 (* HORIZONTAL CROSS SECTION DWG #. SHOWN W/ 1X WOOD BUCK 1-1 SHOWN W/ 1X WOOD BUCK FL-20867.1 NOTE: SHEET: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 11 OF 29 TUSVDUVSF INTERNATIONAL TRINITY GLASS Dpsuf{K!1902103132 INTERIOR @7 INTERIOR 123 (fs \\ TRINITY GLASS INTERNATIONAL 33651ST WAY 5 Fip) FEDERAL WAY, WA 98003 I :. .... . / PH: (253) 875-7300 CL 00 00 0 45) - r-\\5) 12 4*fit. 11!!!pli 111 111.8*< (Y) 12 0 T (V) 0 / u-) W 0 260 MZ Z 1-1>M f)1) 0. 3Wjig ...,4 8-.. 1 tbi- z O OILL OCI- 882: 0 LU U 04 20 LD 00 af 52 14500 Z<on 5 CO 00 H 1-1 0 C. 0 UJ S=e cy1-1 0 UJ <C a_ LU CX I %-1 In C. a_ lo>J F *-1 F (SEE NOTE 1) UJ (SEE NOTE 1) 6 1- EXTERIOR <C EXTERIOR 0 > /-T HORIZONTAL CROSS SECTION (11 HORIZONTAL CROSS SECTION Un Z 0 Z 1-1 0 19 lo INTERIOR 12 123 1-1 2:i CX 2921 U 1 lf) LU LU 0 S aL 1 r.(9) 12 f) 11 111 11 5 ':.:p. 0 (SEE NOTE 1) Z 00.'%" 1-11 i id, '/'/ R e n * 893.'46% . o. r=., LA#,1* ) \\L-(D (5)HORIZONTAL CROSS SECTION EXTERIOR , V, ....\\ 1 . 6% 3>0 178 E fu 00 > | * -, lf) Z u (.0 (41 HORIZONTAL CROSS SECTION 12 6--J E 35 O i u DWG #: NOTE: FL-20867.1 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET: 12 OF 29 . TUSVDUVSF | TRINITY GLASS INTERIOR14 16 INTERNATIONAL Dpsuf{K!1902103132 INTERIOR @-\\ 12 5 TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 UM f PH: (253) 875-7300 r-(ij) ...:til: 4 (SEE NOTE 1) 11 CO 00 0 R (Y) 0 (Y) 0 v-) LD U) LO Z Z 35 42 0*Pfm 59 lf) H H -1 -1- z 0 O ILL D A U.1 acI- \[22 Mw OUJU 0 U k . 0005 ki Z<ao 1-1 1-1 0 Ch C. 11.1 H 0 EXTERIOR (78 CL 6 @S2 EXTERIOR LU <C EXTERIOR Ch COLL, 0 44 51 Ch OL I M C. a_ C-) HORIZONTAL CROSS SECTION (11 HORIZONTAL CROSS SECTION L.LI 1- 0 CO lo INTERIOR Z 1718 0 INTERIOR Z H 0 #IYE-r6/ARS r-l12) (SEE NOTE 1) P - H Bi CL U l/) UJ UJ 0 * 1 0 40 2 unal,i, 5 /r n ......... ... ' %52* F 78 0. A - 4%* - EXTERIOR - - EXTERIOR - - rr HORIZONTAL CROSS SECTION /-31 HORIZONTAL CROSS SECTION S Qi'illii,62 lil fu "1 00 > COZ uu') %5 g5 MLL <|_ II UZ OA S U DWG #. NOTE: FL-20867.1 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET: 13 oF 29 1-1/4" MIN 1-1/4" MIN . . TRINITY GLASS TUSVDUVSF EMB (TYP) EMB (TYP) INTERNATIONAL \\ Dpsuf{K!1902103132 SHEET ROCK - Aunhz- i SHEET ROCK \\ FURRING -4L...:.:'.S. FURRING TRINITY GLASS INTERNATIONAL :W 3365 IST WAY 5 FEDERAL WAY, WA 98003 (Dbi PH: (253) 875-7300 4 00 00 INTERIOR ry) (SEE NOTE 2) M U % 4- ZE.o INTERIOR 1-1 > M 3*8 / ..i f-':....1 .4 9 W > A BI2 8% 06 2 OCUI- lit 2 4 (0 03U Ouslu CDOOT Z<00 cn i 1-1 1-1 0 g 0/3 '... UJ 0 20 r. 0, dow & 0 <C :WO Ch :1. 't: 2.: 1 : : .4 A 12 I EXTERIOR UJ CL< 11 Ch I K 12 a- L(ij) EXTERIOR 4 UJ 1- K 6 <C E 0 > C-21 HORIZONTAL CROSS SECTION /- HORIZONTAL CROSS SECTION CO Direct to masonry Direct to masonry lo (5-1/4" min jamb) (5-1/4" min jamb) Z 0 Z 1-1 K 0 K to 12 a_ 1-1 - SHEET ROCK - SHEET ROCK OL U 4 4 A 4 A UJ A lu 0 4 - FURRING 0 - FURRING 4 4 4- --I k% 4: / 4 /- 4 4 4 4 4 -- - I.t .UAI..: 0 Z ZE ZE ///1/1,/7/,/ 12 =- 2 00 AS>.fl) ,,?1.:321423, 5 - LU - LU - 2*9-95 0 - 11 - 1 2 1 2 LE 1-=&5*-,Fl. (15:Haimi (SEE NOTE 1) D Lig) : \\8, -0 1%.:t= EXTERIOR EXTERIOR INTERIOR INTERIOR (41 VERTICAL CROSS SECTION /-31 VERTICAL CROSS SECTION a 01 -1 00 > * -, lf) Z JU) Direct to masonryDirect to masonry 32 *U *3 3% (5-1/4" min jamb) (5-1/4" min jamb) O 0 u W NOTE: DWG #: FL-20867.1 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. SHEET: 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 14 OF 29 1-1/4" MIN TRINITY GLASS TUSVDUVSF . INTERNATIONAL Dpsuf{K!1902103132 EMB. (TYP) I , TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 k &4Bb 00 00 0 ry) 0 M 0 U % 4- 1/) LD 0 1-1/4" MIN ZE.o 1/) Z Z INTERIOR )1 \\\\\\\\1\\\\\\4 4 - C 1-1 > M EN*O EMB (TYP) ..59 un H H 2, F Z 0 BI2 \\4 1A OCUI- 888% 03U SHEET ROCK 04/0 CDOOT LU<CO W Z<00 cn N Q--r 0 i 1-1 1-1 0 . 1-- @25-5 g FURRING 0/3 UJ r. 0, 'lillil dow ss/ UJ <C :WO Ch lilil l. 1- UJ CL< 11 Ch \\ I 12 \\ a- UJ 1- <C EXTERIOR 4 41- 0 LLI INTERIOR 0 LU 0 > CO LU Z (21 HORIZONTAL CROSS SECTION Z# \\15/ SHOWN W/ 2X WOOD BUCK lo =0 Z 0 Z 1-1 1-1/4" MIN 0 1 r to 12 EMB. (TYP) a_ 1-1 // EXTERIOR OL U ts , L 123 C UJ lu t, 0 0 K L -* HORIZONTAL CROSS SECTION ...' I >2:-4 0 \\\\\\\\\\l \\\\\\\\\\t, Direct to masonry Z (5-1/4" min jamb) INTERIOR ///1/1,/7/,/ .. AS>.<11 ,,?1.:321423, 5 6 .6 St :.-t . , 2*9-95 t6 - 6N - 6 . LE 1-=&5*-,Fl. (15:Haimi - - \\\\ \\\\\\it\\\\\\\\\\\\\\\\\\\\\\>'r : Hi -0 1%.5.t= 1=11-1I f , 6 a 01 -1 00 > * -, lf) Z JU) EXTERIOR 32 *U *3 3% O 0 u W DWG #: HORIZONTAL CROSS SECTION FL-20867.1 45/ SHOWN W/ 1X WOOD BUCK SHEET: 15 OF 29 . TRINITY GLASS TUSVDUVSF 6" (TYP.) 4 4 4 INTERNATIONAL 4" SEE HINGE Dpsuf{K!1902103132 4 A 4 4 DETAIL 1 Kl 44. 1 1. 6 , .....'.. I 4 4 F 4" TRINITY GLASS INTERNATIONAL -% 1 1 4. 6" 6 3365 IST WAY 5 / .- FEDERAL WAY, WA 98003 4 PH: (253) 875-7300 TYP. HEAD G 2X BUCK H 2X BUCK 4 <Z AND JAMBS 00 00 N 1 X BUCK 0 1 L 1 X BUCK 4 ry) 0 4 M 0 I. ... P DIRECT TO U % 4- (-r) tb D DIRECT TO 4 ZE.o MASONRY FE LU 1 1-1 > M MASONRY .-- UR =e 9 w < z 31.00" MAX. 161- E BI2 V TYP. HEAD 14" MAX. 1 X/2X BUCK OCUI- O.C. (TYP.) Ef #@ 03U &JAMBS O.C.(TYP.) HINGE DETAIL 1 SU ZO CDOOT Z<00 cn 2X BUCK i 1-1 1-1 - DOOR FRAME 0 . g 0/3 UJ r. 0, dow UJ <C :WO Ch 15.13" MAX. 1- UJ 0 1 CL< 11 Ch I O.C.(TYP.) 12 a- 5.50" UJ .-- - 1- <C MASONRY F 0 OPENING 6 /L_ > MASONRY 7 1 CO SEE HINGE OPENING \\ G 2X BUCK DETAIL 2 lo -- - I. .. .. .. N 1 X BUCK Z P DIRECT TO 0 TYP. SILL 0.- k Z MASONRY 1-1 . 0 I. . E to 4 12 /L_ a_ .-1-1 i OL -- 1 U HINGE DETAIL 2 A I. .. .. .. UJ A lu 0 0 . 4 A. FRAME ANCHORING HINGE JAMB STRIKE JAMB BUCK ANCHORING Masonry construction 0 Z CONCRETE ANCHOR NOTES: ///1/1,/7/,/ AS>.<11 ,,?1.:321423, 5 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be -7 adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 8 - 2*9-95 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. - -0 LIZ 1-=&5*-,Fl. (15:Haimi 2. Concrete anchor table: MIN. MIN. CLEARANCEMIN CLEARANCE TO 2X BUCK Uy)<I ANCHOR ANCHOR : Hi -0 1%.5.t= EMBEDMENT TYPESIZETO MASONRY EDGEADJUSTMENT ANCHOR 7 1 X BUCK \\ ITW BUILDEX 1/4 2"4" 1-1/4" .0 TAPCON DIRECT TO ELCO MASONRY a 1/4"1-1/4"1"4" 01 -1 00 > ULTRACON * -, lf) Z JU) ITW BUILDEX 32 *U *3 3% 3/16"1-1/4"3"1-1/2" -7/ TAPCON O 0 u W STRIKE PLATE DETAIL DWG #: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent SHEET: splitting of wood. 16 OF 29 TRINITY GLASS TUSVDUVSF INTERNATIONAL 4" A. . Dpsuf{K!1902103132 -- 1 .A ---- 4 4.4,1 '- 4" TRINITY GLASS INTERNATIONAL -% 3365 IST WAY 5 FEDERAL WAY, WA 98003 <7 2 PH: (253) 875-7300 I. I. TYP. HEAD 4 00 4 00 &JAMBS 0 ry) 0 & M 4 0 U % 4- (-r) tb e ........... U') Z ZE.o Z -- 1-1 > M 0 Lu H I BI2 ao D 0 OCUI- Z M2 03U OU CDOOT Z<00 cn i 1)</2X BUCK 0 1-1 1-1 0 3 25 g 0/3 LD UJ r. CO 0, dow UJ <C :WO Ch 15.13" MAX. 1- UJ CL< 11 Ch I -1 12 a- O.C.(TYP.) FOR REF. ONLY UJ 1- - <C 0 > MASONRY CO OPENING lo -- Z .......... 0 Z 1-1 0 to .. 12 a_ 1-1 OL 4 U - UJ 4 lu 0 0 <1 1 BUCK ANCHORING 0 Z ///1/1,/7/,/ CONCRETE ANCHOR NOTES: AS>.<11 ,,?1.:321423, 5 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be - adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be 2*9-95 - required to ensure the "MAX ON CENTER" dimensions are not exceeded. LIZ 1-=&5*-,Fl. (15:Haimi 2. Concrete anchor table: : \\8, -0 1%.:t= MIN. MIN. CLEARANCE ANCHORMIN CLEARANCE TO ANCHOR FOR X0, OX & XX EMBEDMENT TO MASONRY EDGE TYPESIZEADJUSTMENT ANCHOR CONFIGURATIONS ITW BUILDEX 1/4" 2"4" 1-1/4" TAPCON a 01 -1 00 > ELCO * -, lf) Z JU) 1/4"1-1/4"1"4" ULTRACON 32 *U *3 3% ITW BUILDEX O 0 u W 3/16"1-1/4"3"1-1/2" TAPCON DWG #: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. SHEET: 17 OF 29 . TRINITY GLASS TUSVDUVSF 4 INTERNATIONAL Dpsuf{K!1902103132 -- 4" SEE HINGE --- 4" 6" (TYP.) 8 DETAIL 1 4. 4. J '' 4 TRINITY GLASS INTERNATIONAL 11111 1. 6" 3365 IST WAY 5 .- FEDERAL WAY, WA 98003 7 PH: (253) 875-7300 \\ H 2X BUCK 00 00 0 4 L 1 X BUCK ry) 0 M 0 U % 4- (-r) tb D DIRECT TO 4 Z U') Z ZE.o 1-1 > M MASONRY .-- 0 I 31.00" MAX. Lu H STRIKE PLATE DETAIL TYP. HEAD BI2 0 ao D 1 X/2X BUCK 14" MAX. OCUI- O.C. (TYP.) Z &JAMBS M2 03U O.C.(TYP.) OU LU CDOOT Z<00 cn F i 1-1 1-1 DOOR FRAME 0 3 25 g 0/3 LD 6 UJ r. LL 0, /dow UJ <C :WO Ch 1 G 2X BUCK / 1- UJ 0 1 CL< 11 Ch I 12 a- N 1 X BUCK 5.50" 1 P DIRECT TO UJ -- 1- MASONRY <C MASONRY 0 OPENING > CO SEE HINGE HINGE DETAIL 1 DETAIL 2 lo 1 .-- Z 44 0 F Z 1-1 0 6 /L_ 4 to TYP. SILL 12 V / a_ .1-1 .9.- 4 G 2X BUCK OL 1 U A N 1 X BUCK UJ lu B B 0 0 4 P DIRECT TO MASONRY HINGE JAMB STRIKE MULLION FRAME ANCHORING 1--2/fL E Masonry construction 0 HINGE DETAIL 2 Z CONCRETE ANCHOR NOTES: ///1/1,/7/,/ 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be AS>.<11 ,,?1.:321423, 5 adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 14 16 17 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 02X - 2*9-95 0 - 2X 4X LIZ 1-=&5*-,Fl. (15:Haimi MIN. MIN. CLEARANCEMIN CLEARANCE TO ANCHOR ANCHOR 1416 17 EMBEDMENT TYPE TO MASONRY EDGEADJUSTMENT ANCHOR SIZE 18 i $111 0 4 : Hi -0 1%.5.t= ITW BUILDEX 1/4"1-1/4"2"4" TAPCON p _fl JL ELCO -If r _11.vjl_ C 1/4"1-1/4"1"4" ULTRACON $ a $ ITW BUILDEX 01 -1 00 > 1-1/4"1-1/2" 3" 3/16" TAPCON * -, lf) Z JU) 32 *U *3 3% O 0 u W WOOD SCREW INSTALLATION NOTES: VIEW A-AVIEW A-AVIEW B-BVIEW B-B DWG #: Head to mullion attachmentHead to mullion attachmentSill to mullion attachmentSill to mullion attachment 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws FL-20867.1 (Standard or Fat Mullion) (Standard or Fat Mullion)(Two-piece Fat Mullion)(Two-piece Fat Mullion) to prevent splitting of wood. SHEET: 18 OF 29 9- --TRINITY GLASS TUSVDUVSF - 4" 4. 4 INTERNATIONAL Dpsuf{K!1902103132 SEE HINGE -- 4" 6" (TYP,)(j)'K 8 DETAIL 1 4 TRINITY GLASS INTERNATIONAL 11111 <1. 6" 3365 IST WAY 5 4 . --- FEDERAL WAY, WA 98003 I. ..... 7 PH: (253) 875-7300 4 \\ H 2X BUCK 4 00 00 0 .. . 41 L 1 X BUCK ry) 0 M 0 :zzz=ztzz=Zzz=znz U % 4- (-r) tb D DIRECT TO 4 Z U') Z ZE.o 1-1 > M ---- MASONRY 0 I 31.00' MAX. TYP. HEAD Lu H STRIKE PLATE DETAIL BI2 0 ao D 14" MAX. 1 X/2X BUCK OCUI- O.C. (TYP.) Z &JAMBS M2 03U O.C.(TYP.) OU LU CDOOT Z<00 cn F i 1-1 1-1 DOOR FRAME 0 3 25 --- - g 0/3 LD UJ 6 r. LL 0, /dow UJ <C :WO Ch G 2X BUCK 1- UJ 0 1 CL< 11 Ch i /1 I S 12 a- N 1 X BUCK 5.50" 1 %441 P DIRECT TO UJ .--. 1- MASONRY <C MASONRY \\4 0 OPENING > CO SEE HINGE HINGE DETAIL 1 DETAIL 2 lo .--- 4 Z 44 0 F Z D 1-1 . TYP. SILL 0 6 4 to 12 V / a_ 1-1 9---- 4 G 2X BUCK OL U A \\l N 1 X BUCK UJ 4 lu 0 0 4 P DIRECT TO 4. MASONRY HINGE JAMB STRIKE JAMB FRAME ANCHORING Masonry construction 0 HINGE DETAIL 2 Z CONCRETE ANCHOR NOTES: ///1/1,/7/,/ AS>.<11 ,,?1.:321423, 5 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be - 2*9-95 - required to ensure the "MAX ON CENTER" dimensions are not exceeded. LIZ 1-=&5*-,Fl. (15:Haimi 2. Concrete anchor table: MIN. ANCHORANCHORMIN. CLEARANCEMIN CLEARANCE TO : Hi -0 1%.5.t= EMBEDMENT TYPETO MASONRY EDGEADJUSTMENT ANCHOR SIZE ITW BUILDEX 114" 2"4" 1-1/4" TAPCON ELCO a 01 -1 00 > 1/4" 1"4" 1-1/4" ULTRACON * -, lf) Z JU) ITW BUILDEX 32 *U *3 3% 3/16"1-1/4"3"1-1/2" TAPCON O 0 u W DWG #: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. SHEET: 19 OF 29 4 TRINITY GLASS TUSVDUVSF 4 -7 1 4 4 4" - INTERNATIONAL Dpsuf{K!1902103132 SEE HINGE 6" (TYP.) 8 DETAIL 1 1 4. TRINITY GLASS INTERNATIONAL 1 111 4 6" 3365 IST WAY 5 A A FEDERAL WAY, WA 98003 PH: (253) 875-7300 .. H 2X BUCK <1 00 00 0 L 1 X BUCK ry) 0 M 0 U % 4- (-r) tb D DIRECT TO 4 Z U') Z ZE.o 1 1-1 > M MASONRY - .- 0 I 31.00" MAX.TYP. HEAD Lu H STRIKE DETAIL 1 BI2 0 ao D 14" MAX. 1 X/2X BUCK OCUI- O.C. (TYP.)F-ASTRAGAL SHOWN Z &JAMBS M2 03U O.C.(TYP.) FOR REF ONLY OU LU CDOOT Z<00 cn F i 1-1 1-1 DOOR FRAME 0 3 25 .-- g 0/3 LD 6 UJ r. LL 0, V / dow UJ <C :WO Ch G 2X BUCK 1- UJ CL< 11 Ch i / \\ I 12 a- N 1 X BUCK %/ 5.50" P DIRECT TO UJ r=' .-- 1- MASONRY <C MASONRY 0 OPENING > CO SEE HINGE HINGE DETAIL 1 DETAIL 2 lo .-- Z 0 F Z 1-1 0 IB B I 6 /L_ 4 to 12 / TYP. SILL V / a_ 1-1 .-- 4 G 2X BUCK OL I i U L A - N 1 X BUCK UJ 4 lu 0 0 4 P DIRECT TO 4 MASONRY HINGE JAMBASTRAGAL FRAME ANCHORING Masonry construction 0 CONCRETE ANCHOR NOTES: HINGE DETAIL 2 Z ///1/1,/7/,/ 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be AS>.<11 ,,?1.:321423, 5 adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. - 2*9-95 - G22 MIN. MIN CLEARANCE TO ANCHORMIN. CLEARANCE ANCHOR LIZ 1-=&5*-,Fl. (15:Haimi -1\\ 23 EMBEDMENT ADJUSTMENT ANCHOR TYPETO MASONRY EDGE SIZE ITW BUILDEX : \\8, -0 1%.:t= 2"4" 1/4"1-1/4" TAPCON ELCO \\ / 1 1-1/4" 1"4" 1/4" o\\. ULTRACON . r T f\\\\11 11 1 1 , 1, :1 ITW BUILDEX a 0 .1 3/16"1-1/4"3"1-1/2"01 -1 00 > TAPCON * -, lf) Z JU) 32 *U *3 3% O 0 u W WOOD SCREW INSTALLATION NOTES: VIEW B-B VIEW A-A DWG #: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws Astragal Strike @ HeadAstragal Strike @ Sill FL-20867.1 to prevent splitting of wood. SHEET: 2OOF 29 --llf- . TRINITY GLASS TUSVDUVSF --INTERNATIONAL 4" . 4 Dpsuf{K!1902103132 -4 4" - * -1 -4 - -- 41 4. 4. '' 4 i4" TRINITY GLASS INTERNATIONAL 4_ 3365 IST WAY 5 4' FEDERAL WAY, WA 98003 f PH: (253) 875-7300 TYP. HEAD 00 4 00 &JAMBS 0 ry) 0 M 4 0 U % 4- (-r) tb I. .. .. .'. U') Z ZE.o -- Z 1-1 > M 0 Lu H BI2 I ao D 0 OCUI- M2 Z 03U OU CDOOT Z<00 cn i 1 X/2X BUCK 1-1 1-1 0 0 3 25 -- g 0/3 LD UJ r. 00 0, dow UJ <C :WO Ch 15.13" MAX. 1- UJ CL< 11 Ch I 12 a- O.C.(TYP.) FOR REF. ONLY UJ 1- ,.... <C 0 > MASONRY CO OPENING lo -- Z 0 Z 1-1 0 to 12 4 a_ 1-1 OL 4 U - A UJ lu 0 0 4 BUCK ANCHORING 0 Z ///1/1,/7/,/ CONCRETE ANCHOR NOTES: AS>.<11 ,,?1.:321423, 5 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be FOR OXO adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be CONFIGURATIONS - 2*9-95 - required to ensure the "MAX ON CENTER" dimensions are not exceeded. LIZ 1-=&5*-,Fl. (15:Haimi 2. Concrete anchor table: : \\8, -0 1%.:t= MIN. MIN. CLEARANCE MIN CLEARANCE TO ANCHOR ANCHOR EMBEDMENT ADJUSTMENT ANCHOR TYPESIZETO MASONRY EDGE ITW BUILDEX 2"4" 1/4"1-1/4" TAPCON a 01 -1 00 > ELCO 1/4"1-1/4"1"4" * -, lf) Z JU) ULTRACON 32 *U *3 3% ITW BUILDEX O 0 u W 3/16"1-1/4"3"1-1/2" TAPCON DWG #: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. SHEET: 21 OF 29 TRINITY GLASS TUSVDUVSF A' 4 4 .4 4 INTERNATIONAL SEE HINGE Dpsuf{K!1902103132 4" 6" (TYP.) DETAIL 1 8 AA 1111 11 TRINITY GLASS INTERNATIONAL 4. 6" 3365 IST WAY 5 - FEDERAL WAY, WA 98003 I. .. 7 PH: (253) 875-7300 4 \\ H 2X BUCK 4 . 00 00 0 L 1 X BUCK ry) 0 M 0 U % 4- D DIRECT TO (-r) tb 1 Z U') Z ZE.o 1 MASONRY 1-1 > M 1 0 I 31.00' MAX. TYP. HEAD Lu H STRIKE PLATE DETAIL BI2 0 ao D 14" MAX. 1 X/2X BUCK O.C. (TYP.) OCUI- Z &JAMBS M2 03U O.C.(TYP.) OU LU CDOOT Z<00 cn F i 1-1 1-1 DOOR FRAME -- 0 3 25 g 0/3 LD UJ r. LL 0, dow UJ <C :WO Ch 1- UJ 0 1 CL< 11 Ch I 12 a- 5.50" 711 UJ 1- Zi <C MASONRY 0 OPENING > SEE HINGE CO DETAIL 2 HINGE DETAIL 1 lo -- Z 0 4 F Z D 1-1 0 TYP. SILL to 12 a_ -- 1-1 4 OL 1 1 U - A UJ lu B B 0 -*0 0 1--1 STRIKE MULLION HINGE MULLION 4 FRAME ANCHORING 1-,/-- Masonry construction V 0 HINGE DETAIL 2 Z CONCRETE ANCHOR NOTES: ///1/1,/7/,/ 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be AS>.<11 ,,?1.:321423, 5 adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 14 16 17 .O. f 6- -31*- may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 02X - r#ER o O:il=9.5.5 - -2X 4X MIN. MIN CLEARANCE TO ANCHORMIN. CLEARANCE ANCHOR 1416 17 EMBEDMENT TYPESIZETO MASONRY EDGEADJUSTMENT ANCHOR 01!10 \\ i / 4 0 (1-12 5 : Hi -0 1%.5.t= ITW BUILDEX 114" 2"4" 1-1/4" TAPCON _fl L 7\[ r ELCO 1"4" 1/4"1-1/4" ULTRACON e a $ ITW BUILDEX 01 -1 00 > 3/16"1-1/4"3"1-1/2" > ty. f TAPCON * -, lf) Z JU) 32 *U *3 3% O 0 u W WOOD SCREW INSTALLATION NOTES: VIEW A-AVIEW A-AVIEW B-B VIEW B-B DWG #: Head to mullion attachmentHead to mullion attachmentSill to mullion attachment Sill to mullion attachment 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws FL-20867.1 (Standard or Fat Mullion)(Two-piece Fat Mullion)(Standard or Fat Mullion) (Two-piece Fat Mullion) to prevent splitting of wood. SHEET: 220F 29 q. 4" TUSVDUVSF | TRINITY GLASS 4 -- 4" INTERNATIONAL Dpsuf{K!1902103132 SEE HINGE CE) 6" (TYP.) 8 DETAIL 1 4, '' 111111 TRINITY GLASS INTERNATIONAL 4 6" 3365 15T WAY 5 -- ---. - FEDERAL WAY, WA 98003 7 PH: (253) 875-7300 \\ H 2X BUCK 4 CO 00 0 4 R L 1 X BUCK (Y) 0 (Y) 0 lr) LD D DIRECT TO 4 e tr) Z - - 1 Z <H MASONRY .---- 1 E . 0 31.00" MAX. STRIKE PLATE DETAIL TYP. HEAD 14" MAX. 1 X/2X BUCK O.C. (TYP.) 0d <r I O.C.(TYP.) &JAMBS M2 OUU Z 00 1 OU ki Ul 1 * -- DOOR FRAME .--. 0 Zz< Ch H C. 11.1 */S 0, CL LU LL <C Ch a_ U.J -, 00 m S CX < 31 Ch I M C. 5.50" _t4 -- L.LI .---. 1- MASONRY 0 OPENING CO SEE HINGE. HINGE DETAIL 1 DETAIL 2 lo -- ----. Z .4 4 0 F Z H D TYP. SILL 0 CZZEZZ.zznzz m 4 P . - - ..--.H Bi 4 iFF I I I CL U A l/) 4 UJ A UJ 0 * 4 HINGE JAMB STRIKE JAMB FRAME ANCHORING Masonry construction 0 HINGE DETAIL 2 CONCRETE ANCHOR NOTES: 2 unal,i, 5 /r n 1. Concrete anchor loactions noted as "MAX ON CENTER" and at the corners must be ......... ... ' %52* adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 0. A - 43* - may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. - - - MIN.- MIN CLEARANCE TO ANCHORMIN. CLEARANCE ANCHOR EMBEDMENT TYPESIZETO MASONRY EDGEADJUSTMENT ANCHOR ITW BUILDEX 114" 2"4" 1-1/4" TAPCON ELCO 1"4" 1/4"1-1/4" ULTRACON S Qi'illii,62 lil fu "1 00 > ITW BUILDEX COZ uu') 3/16"1-1/4"3"1-1/2" TAPCON %5 g5 MLL <|_ II UZ OA S U WOOD SCREW INSTALLATION NOTES: DWG #. 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws FL-20867.1 to prevent splitting of wood. SHEET: 230F 29 TRINITY GLASS TUSVDUVSF ----1 INTERNATIONAL 4"4" 4 Dpsuf{K!1902103132 4" -- 4" 411 -- 4. 4" TRINITY GLASS INTERNATIONAL -I.- - 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 TYP. HEAD 00 4 00 &JAMBS 0 ry) 0 4 M 4 0 U % 4- (-r) tb I. .. .'I U') Z ZE.o -- Z 1-1 > M 0 Lu H BI2 I ao D 0 OCUI- M2 Z 03U OU CDOOT Z<00 cn i 1-1 1-1 1 X/2X BUCK 0 0 3 25 - g 0/3 LD UJ r. 00 0, dow UJ <C :WO Ch 15.13" MAX. 1- UJ CL< 11 Ch I 12 a- O.C.(TYP.) UJ 1- - <C FOR REF. ONLY 0 > MASONRY CO OPENING lo -- Z .. 0 Z 4 1-1 0 to .. 12 4 a_ 1-1 @ OL U UJ lu 4 0 0 4 4. BUCK ANCHORING 0 Z FOR 0XXO ///1/1,/7/,/ CONCRETE ANCHOR NOTES: CONFIGURATIONS AS>.<11 ,,?1.:321423, 5 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be - 2*9-95 - required to ensure the "MAX ON CENTER" dimensions are not exceeded. LIZ 1-=&5*-,Fl. (15:Haimi 2. Concrete anchor table: : \\8, -0 1%.:t= MIN. MIN. CLEARANCEMIN CLEARANCE TO ANCHOR ANCHOR EMBEDMENT TO MASONRY EDGEADJUSTMENT ANCHOR TYPE SIZE ITW BUILDEX 1/4"1-1/4"2"4" TAPCON a 01 -1 00 > ELCO 1"4" 1/4"1-1/4" * -, lf) Z JU) ULTRACON 32 *U *3 3% ITW BUILDEX O 0 u W 3" 3/16"1-1/4"1-1/2" TAPCON DWG #: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. SHEET: 240F 29 -- -- TRINITY GLASS TUSVDUVSF-4" 4" 4 SEE HINGE INTERNATIONAL 6" (TYP.) Dpsuf{K!1902103132 -- 4" 4" DETAIL 1 4, ' 4 nt, 111111 11111 4 6" TRINITY GLASS INTERNATIONAL 4 3365 IST WAY 5 .- A A ZEZZ:=n=ZZ=ZZ= FEDERAL WAY, WA 98003 PH: (253) 875-7300 H 2X BUCK <1 00 ' .A L 1 X BUCK 00 0 ry) 0 ........... M 0 D DIRECT TO 4 U % 4- (-r) tb Z -- U') Z ZE.o MASONRY .-- 1-1 > M 0 31.00" MAX. TYP. HEAD I 14" MAX. Lu H BI2 1 X/2X BUCK 0 O.C. (TYP.) /-ASTRAGAL SHOWN ao D &JAMBS O.C.(TYP.) OCUI- Z FOR REF ONLY M2 03U OU LU CDOOT Z<00 cn ---- DOOR FRAME i . 1-1 1-1 0 3 25 g 0/3 LD UJ r. LL 0, dow UJ <C :WO Ch S 1- UJ CL< 11 Ch I 5.50" 12 a- 13 --- -- UJ 1- MASONRY <C 0 OPENING > SEE HINGE CO ---- DETAIL 2 .-- lo 4 4 1 Z 4 0 D TYP. SILL Z IB ..BJ 1-1 0 4 to - 12 -- a_ 4 1-1 irFI li I OL f U A UJ lu 4 F 0 0 22 G 44 :1 ' 8 HINGE JAMBASTRAGAL FRAME ANCHORING Masonry construction 0 Z 4 1 CONCRETE ANCHOR NOTES: \\ ///1/1,/7/,/ 5 1 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be AS>.<11 ,,?1.:321423, 5 adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors VIEW A-A .O. f 6- -31*- 1 - may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. HINGE DETAIL 1 O:il=9.5.5 - Astragal Strike @ Head 8 MIN. MIN. CLEARANCE MIN CLEARANCE TO ANCHOR ANCHOR F EMBEDMENT TYPETO MASONRY EDGEADJUSTMENT ANCHOR SIZE 23 : \\8, -0 1%.:t= ITW BUILDEX 2"4" 1-1/4" TAPCON ELCO 114"1-1/4"1"4" ULTRACON a \\ / 1 01 -1 00 > ITW BUILDEX 4 s f\\\\ 1- * -, lf) Z JU) 3/16"1-1/4"3"1-1/2" , TAPCON> 32 *U *3 3% O 0 u W WOOD SCREW INSTALLATION NOTES: DWG #: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws FL-20867.1 VIEW B-B STRIKE DETAIL 1 HINGE DETAIL 2 to prevent splitting of wood. SHEET: Astragal Strike @ Sill 25OF 29 5.25" TRINITY GLASS TUSVDUVSF INTERNATIONAL --1.98"- Dpsuf{K!1902103132 . LO (\\1 TRINITY GLASS INTERNATIONAL 0 3365 IST WAY 5 r-- 1 %<I *<I-. 3.98" FEDERAL WAY, WA 98003 LO PH: (253) 875-7300 r SIDE & HEAD JAMBS 00 00 0 ry) 0 M 0 0 (5-1/4" or larger) /0 U % 4- (-r) tb . U') Z ZE.o MATERIAL: WOOD 1-1 > M Z LU Z 0 Lu H 0 LO BI2 4.56" 0 ao D 0 OCUI- 0 M2 03U OU 4 0 1 CDOOT 0 Z<00 cn 0 i 0 1-1 1-1 0 3 25 r- g 0/3 LD UJ r. (9 0, dow UJ <C :WO Ch 0 1- UJ 0 J CL< 11 Ch I 12 a- UJ 2.44 1- X\\\\+11- <C r-, HINGE 0 r- SIDE & HEAD JAMBS MATERIAL: STEEL > CO MATERIAL: PVC lo 0 Z 0) 0 .. 5.25" .. 4.56" Z 0 1-1 0 to 12 a_ 1-1 I : . OL r- LO U 9 CY) C\\1 UJ lu r 0 0 If) 0 ,-- SIDE & HEAD JAMBS r OUTSWING SILL (5-1/4" or larger) 0 ALUMINUM WITH PVC SUBSTRATE Z MATERIAL: PVC ///1/1,/7/,/ V 4.56" AS>.<11 ,,?1.:321423, 5 LO 1.22"- 2.44" - 4.56" - 2*9-95 - - Lo LE 1-=&5*-,Fl. (15:Haimi 4.56" 11 LO " .I-/.:SES.4-: .\\ P r- : \\8, -0 1%.:t= . 0 LO LO (\\1 r- 000 a 01 -1 00 > * -, lf) Z JU) - 2.44" - 32 *U *3 3% O 0 u W - SILL KEY DETAIL SIDE & HEAD JAMBS DWG #: SIDE & HEAD JAMBS MATERIAL: PVC OPTIONAL MATERIAL: WOOD FL-20867.1 SHEET: 26OF 29 . . TRINITY GLASS TUSVDUVSF INTERNATIONAL Dpsuf{K!1902103132 - 2.29" - 4.56" cz!-5 G 1 2- TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 1 FEDERAL WAY, WA 98003 5 PH: (253) 875-7300 Cr) 0 8 00 00 C\\1 0 ry) 0 M 0 U % 4- r OUTSWING SIDELITE SPACER (-r) tb . U') Z ZE.o 1-1 > M Z MATERIAL: PVC 1 LU Z -1 Lu H BI2 0 STANDARD MULLION ao D OCUI- /2 03U OU MATERIAL: PVC 0 CDOOT LOO 0 Z<00 cn r /- i 1-1 1-1 -- 1.00"0 3 25 - g 0/3 LD UJ r. 0, dow UJ MI <C :WO Ch L 1- UJ CL< 11 Ch I 12 a- 0 4.56" UJ 0 1- <C 0 IA A > * 1 CO --11 .:r b r lo g LO 0 CJ r- 00 Z 0 0 0 0 Z 1-1 0 to 12 L a_ 1-1 OL FAT MULLION U - 2.00" - UJ @ lu MATERIAL: PVC 0 0 C\\1 MULLION BASE KIT @ OPTIONAL 4.56"0 URETHANE GLUE - Z URETHANE GLUE ///1/1,/7/,/ 4.56" AS>.fl) ,,?1.:321423, 5 - 2*9-95 - TWO-PIECE "FAT" MULLION - 0 LE 1-=&5*-,Fl. (15:Haimi LO b . @ 0 MATERIAL: PVC : \\8, -0 1%.:t= a 01 -1 00 > #8xl 1/4" PRH WS (4 NEAR SIDE) * -, lf) Z JU) #8xl 1/4" PRH WS (4 FAR SIDE) 32 *U *3 3% STANDARD MULLION O 0 u W SECTION A-A @ DWG #: MATERIAL: WOOD FL-20867.1 SHEET: 27OF 29 . (\\1 TRINITY GLASS TUSVDUVSF INTERNATIONAL - 19.63" -I 4 Dpsuf{K!1902103132 LATCH (BLIND HOLE) 1 1-l a ap SCREW LOCATIONS (TYP.) 5.50"33.13" -- DEAD BOLT(THRU HOLE) - TRINITY GLASS INTERNATIONAL SLIDE BOLT ROD 3365 IST WAY 5 L FEDERAL WAY, WA 98003 STEEL 0 PH: (253) 875-7300 . 06 0 \\ 0 O00 0 2 (3*i S - 00 00 00 0 2.75" - - 0 ry) - 2.50" 0 M 0 .. 3.75"U % 4- 3.63" (-r) tb . -- 2.50" - U') Z ZE.o 1 . 1.63" - 10.75" 1-1 > M Z 10.50" ro-vg LU 18.75" Z . 18.50" Lu H BI2 0 f ao D OCUI- .. 26.75" .. 26.50" M2 TOP BOLT RETAINER 03U OU 0 CDOOT 9-3/4" ALUMINUM 0 Z<00 cn i a_ 1-1 1-1 0 0 3 25 0 g 1-0/3 LD UJ r. 0, dow UJ 0<C :WO Ch BOLT RETAINER -- CO 1- D> UJ CL< 11 Ch I 1.C\].1 0 *61 12 a- 2.65" SLIDE BOLT ROD -10 UJ 1- <C 0 ALUMINUM ASTRAGAL 1.75" > ALUMINUM ASTRAGAL CO VIEW A-A 6'8 Aluminum Astragal by Endura Products lo Aluminum Astragal Assembly Z 0 Z CD 1-1 0 7.84" to 12 SCREW LOCATIONS (TYP.) a_ 1-1 OL 5.50"33.13" U UJ lu 0 0 000000 00 6 FLUSHBOLT BAR r- 00 Diecast Zinc CO 1.38" - 20.25" 0 Z - 8.13" - . 32.25" 0///1/1,/7/,/ 0 . AS>.<11 ,,?1.:321423, 5 20.25" 43.62" 1- 1.09" - 0 2*9-95 - LIZ 1-=&5*-,Fl. (15:Haimi 0 LATCH (THRU HOLE) 0 FLUSHBOLT : \\8, -0 1%-:t= Diecast Zinc DEADBOLT (THRU HOLE) \\ 0000 (0 0 0 *3-1 0 31 a 01 -1 00 > 1 3 38" * -, lf) Z JU) 32 *U *3 3% O 0 u W ti I - PVC ASTRAGAL DWG #: (21) 1.44" 1 - 6,8 PVC Astragal by Trinity FL-20867.1 VIEW B-B SHEET: PVC Astragal Assembly 28OF 29 TRINITY GLASS TUSVDUVSF BILL OF MATERIAL INTERNATIONAL Dpsuf{K!1902103132 MATERIAL ITEM #DESCRIPTION A1 X BUCK SG>=0.55WOOD B 2X BUCK SG>=0.55WOOD TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 C1/4" MAX. SHIM SPACE FEDERAL WAY, WA 98003 D1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREWSTEEL PH: (253) 875-7300 #9 X 3/4" PFH WSSTEEL 00 E 00 0 ry) 0 M F#9 X1" PFH WSSTEEL 0 U % 4- 0 (-r) tb #9 X 2-1/4" PFH WS GSTEEL U') Z ZE.o 1-1 > M E H#10 X 2-1/2" PFH WSSTEEL Ul Lu H BI2 1#8 X 2" PFH WSSTEEL ao D <C OCUI- M2 03U #6 X 1 -1/4" DRYWALL SCREWSTEEL J OU LL 0 Z<00 (n i MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 1-1 1-1 CONCRETE K 3 25 g OR HOLLOW BLOCK CONFORMING TO ASTM C90-1 LD r. 0 1-'OZ E UJ L1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREWSTEEL 0 ELU Ch 1- LU /-00 M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREWSTEEL a <r >1 e I 12 N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREWSTEEL UJ 0#8 X 2-1/2" PFH WSSTEEL 1- <C P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREWSTEEL 0 #8 X1" PFH WSSTEEL Q > CO R 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREWSTEEL lo S#10 X 3" PFH WSSTEEL Z 1 WOOD JAMB (FINGER-JOINT PINE - SG>=0.42) 0 1A WOOD JAMB (FINGER-JOINT PINE - SG>=0.42) Z 1-1 0 2JAMBPVC to 12 2A JAMB PVC a_ 1-1 OL 3JAMBPVC U UJ 5 WEATHER STRIP QEBD650 Q-LON lu 0 0 63.98" X 4.0" HINGE MIN 0.098" MIN THICKSTEEL 7 STRIKE PLATESTEEL DEADBOLT PLATESTEEL 8 9SILLKEYPC/ASA 0 Z OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATEALUM./PVC 10 ///1/1,/7/,/ 11DOOR PANEL - SEE DOOR PANEL CONSTRUCTION DETAILS SHEET AS>.<11 ,,?1.:321423, 5 12 SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET OUTSWING SIDELITE SPACER 13 PVC - 14WOOD 2*9-95 STANDARD MULLION (FINGER JOINT PINE SG>=0.42)- LIZ 1-=&5*-,Fl. (15:Haimi MULLION BASE KITPC/ASA 15 16STANDARD MULLIONPVC : \\8, -0 1%.:t= 17 "FAT" MULLION PVC 18TWO-PIECE "FAT" MULLIONPVC 1 X MULLIONWOOD 19 a 01 -1 00 > * -, lf) Z JU) ALUMINUM ASTRAGAL BY ENDURA PRODUCTSALUMINUM 20 32 *U *3 3% 21PVC ASTRAGAL BY TRINITYPVC O 0 u W 22 STEEL DWG #: ASTRAGAL STRIKE @ HEAD 23STEEL ASTRAGAL STRIKE @ SILL FL-20867.1 SHEET: 290F 29 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 TUSVDUVSF Dpsuf{K!1902103132 BQQSPWFE MIAMI-DADE COUNTY TUSVDUVSF PRODUCT CONTROL SECTION Dpsuf{K!1902103132 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy NOTICE OF ACCEPTANCE (NOA) CGI WindowsandDoors, Inc. Miami, Fl S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and acceptedby Miami-Dade County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date statedbelow.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to performin the acceptedmanner,the manufacturer will incur the expenseof such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. D ESCRIPTION: Series “238” OutswingAluminumCasementWindow- L.M.I. A PPROVAL DOCUMENT:Drawing No. CA238NOA1 Rev A(former W98-100 Rev K), titled “Series- 238 AluminumCasementWindow(L.M.I.)”, sheets 1 through 9 of 9 dated05-22-20, prepared by manufacturer, signed and sealed by Lynn Miller, P.E., bearing the Miami-DadeCounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. M ISSILE I MPACT R ATING: Large and SmallMissile Impact Resistant L ABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. R ENEWAL of this NOAshall beconsidered aftera renewal application has been filedandthere has been no change in the applicable building code negatively affecting the performance of this product. T ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. A DVERTISEMENT:The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. I NSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availablefor inspection at the job site at the request of the BuildingOfficial. hisNOA revises NOANo.17-0918.11 and consists of this page 1 and evidencepagesE-1, E-2, E-3, E-4, E-5 and E-6,as wellas approval document mentioned above. The submitted documentationwas reviewed by Ishaq I.Chanda, P.E. NOA No. 20-0528.04 Expiration Date: October 26, 2023 Approval Date: November 12, 2020 Page 1 BQQSPWFE TUSVDUVSF CGI Windows and Doors, Inc. Dpsuf{K!1902103132 NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1.EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s A.DRAWINGS 1.Manufacturer's die drawings and sections. 2.Drawing No. W98-100, titled “Series-238 AlumOutswing Casement Wdw. (L.M.I.)”, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B.TESTS 1.Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont “Butacite”PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA–3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2.Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400PVC project out window, to qualify DuPont “Butacite” PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA–3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3.Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238aluminum fixed window, to qualify DuPont “Butacite” PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA–3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4.Testreports 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 a series 318 outswing aluminum casementwindow, prepared by Certified Testing Laboratories, Test Report No.CTL-30 09WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted underNOA # 14-0506.01) Ishaq I. Chanda, P.E. ProductControl Unit Supervisor NOANo. 20-0528.04 Expiration Date: October26, 2023 Approval Date: November 12, 2020 E –1 BQQSPWFE TUSVDUVSF CGI Windows and Doors, Inc. Dpsuf{K!1902103132 NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B.TESTS (CONTINUED) 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)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked–up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted underNOA # 12-1220.14) 6.Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked–up drawings and installation diagram of an aluminum casement window, prepared by HurricaneTesting Lab., Inc., TestReports No. HTL-0080- 0301–07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7.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 outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8.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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA’s # 96-0417.03 and # 01-1002.03) Ishaq I. Chanda, P.E. ProductControl Unit Supervisor NOA No. 20-0528.04 Expiration Date: October 26, 2023 Approval Date: November 12, 2020 E –2 BQQSPWFE TUSVDUVSF CGI Windows and Doors, Inc. Dpsuf{K!1902103132 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C.CALCULATIONS 1.Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underNOA # 14-0506.01) 2.Glazing complies with ASTM E1300-09 D.QUALITY ASSURANCE 1.Miami-Dade Department of Regulatory and Economic Resources (RER) E.MATERIAL CERTIFICATIONS 1.Notice ofAcceptance No. 14-0916.11 issued to Kuraray America, Inc.for their “SentryGlas® (Clear and White) Glass Interlayers” dated 06/25/15, expiring on 07/04/18. 2.Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc.for their “Butacite® PVB Glass Interlayer” dated 04/25/15, expiring on 12/11/16. 3.Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their “Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core”dated 06/19/14, expiring on 12/11/18. 4.Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their “Saflex Clear and Color Glass Interlayers”dated 06/19/14, expiring on 05/21/16. F.STATEMENTS th 1.Statementletter of conformance, complying with FBC- 5Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underpreviousNOA # 14-0506.01) 2.Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted underpreviousNOA # 14-0506.01) 3.Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4.Laboratory compliances letters forTest Reports No. HETI-08-2143, HETI–08–2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 08-1010.02) 5.Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) Ishaq I. Chanda, P.E. ProductControl Unit Supervisor NOA No. 20-0528.04 Expiration Date: October 26, 2023 Approval Date: November 12, 2020 E – BQQSPWFE TUSVDUVSF CGI Windows and Doors, Inc. Dpsuf{K!1902103132 NOTICE OFACCEPTANCE:EVIDENCE SUBMITTED 6.Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7.Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as wellas Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G.OTHERS 1.Notice of Acceptance No.14-0506.01, issued to CGI Windows & Doors, Inc.for their Series “238” Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. 2.EVIDENCE SUBMITTED In PREVIOS SUBMITTAL A.DRAWINGS 1.Drawing No. W98-100, titled “Series-238 Alum Outswing Casement Wdw. (L.M.I.)”, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B.TESTS 1.None. C.CALCULATIONS 1.None. D.QUALITY ASSURANCE 1.Miami-Dade Department of Regulatory and Economic Resources (RER) E.MATERIAL CERTIFICATIONS 1.Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.for their “SentryGlas® (Clear and White) Glass Interlayers” dated 06/25/15, expiring on 07/04/18. 2.Notice of Acceptance No. 16–1117.01 issued to Kuraray America, Inc.for their “TrosifolUltraclear, Clear and Color PVB Interlayers” dated 01/19/17, expiring on 07/08/19. 3.Notice of AcceptanceNo. 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. 4.Notice of AcceptanceNo. 17-0712.05 issued to Eastman Chemical Company (MA) for their “Saflex Clear and Color Glass Interlayers”dated 09/07/17, expiring on 05/21/21. Ishaq I. Chanda, P.E. ProductControl Unit Supervisor NOA No. 20-0528.04 Expiration Date: October 26, 2023 E Approval Date: November 12, 2020 BQQSPWFE TUSVDUVSF CGI Windows and Doors, Inc. Dpsuf{K!1902103132 NOTICE OFACCEPTANCE:EVIDENCE SUBMITTED F.STATEMENTS th 1.Statement letter of conformance, of complying with FBC 5Edition (2014), with th FBC 6Edition(2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G.OT HERS 1.Notice of Acceptance No. 15-0512.19, issued to CGI Windows andDoors, Inc.for their Series “238” Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. 3New Evidence submitted A.DRAWINGS 1.Drawing No. CA238NOA1 Rev A (former W98-100 Rev K), titled “Series-238 Aluminum Casement Window (L.M.I.)”, sheets 1 through 9 of 9 dated 05-22-20, prepared by manufacturer, signed and sealed by Lynn Miller, P.E. B.TESTS 1.Test reports on: 1) Air Infiltration Test, perFBC, 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 ImpactTest per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of all CGI Windows and Doors, Inc. and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, per Proposal #19-1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: CGI Windows and DoorsInc. test specimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window(unit 1 in proposal) FTL-20- 2108.2, CGICA238 Alum. Outswing Casement Window (unit 2 in proposal)FTL-20-2108.3, CGISGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and FTL-20-2108.5, CGISH360 Aluminum Single Hung Window (unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E. PGT Industries, Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing CasementWindow (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E. Ishaq I. Chanda, P.E. ProductControl Unit Supervisor NOA No. 20-0528.04 Expiration Date: October 26, 2023 Approval Date: November 12, 2020 E – BQQSPWFE TUSVDUVSF CGI Windows & Doors, Inc. Dpsuf{K!1902103132 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C.CALCULATIONS th 1.Anchor verification calculations and structural analysis,complying with FBC7 Edition (2020), dated 05/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2.Glazing complies with ASTM E1300-04, -09, -12 and -16. D.QUALITY ASSURANCE 1.Miami Dade Department of Regulatory and Economic Resources (RER). E.MATERIAL CERTIFICATIONS 1.Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.for their “SentryGlas® (Clear and White) Glass Interlayers”, expiring on 07/04/23. F.STA TEMENTS 1.Statement letters of conformance to FBC 2020(7th Edition), dated 04/20/20, prepared, signed & sealed by Lynn Miller, P. E. 2.Notification of Successor Engineer per the Florida Administrative Code Section 61G15- 27.001, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 06/12/20, signed and sealed by A. Lynn Miller, P.E G.OTHER 1.This NOA revisesNOA #17-0918.11 and updates to FBC 2020, expiring 10/26/23. 2.RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. Ishaq I. Chanda, P.E. ProductControl Unit Supervisor NOA No. 20-0528.04 Expiration Date: October 26, 2023 Approval Date: November 12, 2020 E – TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF 20-0528.04 Dpsuf{K!1902103132 10/26/2023 TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF Dpsuf{K!1902103132 20-0528.04 10/26/2023 TUSVDUVSF 20-0528.04 Dpsuf{K!1902103132 10/26/2023