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Home My WebLink AboutEngineering Engineering Evaluation Report # 4100~031518 Prepared by: A. Lynn Miller, P.E. RECEIVED 1O7OTechnology Dr. N.Venice, FL34275 OCT 3 0 2019 1GOU Certificate ofAuthorization:#282S8 Manufacturer: CGI Windows and Doors 37GOVV1O4tbSt. Hialeah, FL33018 Product Description: 4100A Series Impact-resistant Aluminum Single Hung VV|ndmw. (LM &8K8) Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements ofthe 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 SH41 OOFLPA Rev C, signed and sealed by A. Lynn Miller, P.E. 2.Test Repod( )No. FTL17-7382& 18-8281. aignedandoem|edby|dolmnisOrtmQa. P'E. Fenestration Testing Laboratories, Nokomis, FL34275 TAS 2O1-94Large Missile Impact Test TAS 2O2'04Uniform Static Air Pressure Test TAS 2O3-94Cyclic Pressure Loading Test 3.Anchor calculations, signed and sealed byA. Lynn Miller, P'E` dated 9/25/18' 4. Miami-Dade RER Product Control Section NOA's;Trosifol PVB Interlayer by Kuraray America, Inc and Saflex PVB Interlayer bvEastman Chemical Company Limitations and Conditions nfuse: ' ^YNoximnun) Design Pressure: +55.Q/-G5.0paf(12pefwater infiltration) ^ Maximum OvmnmU Buck Size: 524/8"x77" , W1mx|nnum DLO:48-13/16"x 35-1/8^ • Units must be glazed per ASTM El 300-09, refer to approval document for glazing details. ^This product iarated tobeused inthe HVHZ' ^This product isimpact resistant and does not require impact protection inwind borne debris regions. ^ Frame and sash material tobaextruded Aluminum. • Units must be installed in accordance with approval document, SH41 OOFLPA. STATE OF Digitally signed by Anthony Lynn Miller,P.E. Date:2018.10.17 13:59.49-04'001 A. Lynn Miller, P.E. P.E.#587OS ECEIVED SERIES 4100A IMPACT RESISTANT SINGLE. HUNG OCT 3 Q WINDOW 019 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE T' WOO County, P®rmitting REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 53-1/8""TIP-TO-TIP VELOCITY HURRICANE ZONE(HVHZ). 52-1/8"BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS NO ANCHORS REGIONS. REQUIRED IN HEAD ' -B 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X A INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 48-13/16" DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 8"MAX.FROM LP VISIBLE LIGHT `_fSEE THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE CENTER 0 TABLE 2 DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD MEETING RAIL BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A 7 4)ANCHOR EMBEDMENT-TO BASE MATERIAL SHALL BE BEYOND WALL BU DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH: HEIS , INSTALLATION ANCHORS-SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 8"MAX,FROM 35-1/8" T INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE CENTER OF. . VISIBLE SEE OF THESE INSTRUCTIONS. MEETING RAIL LIGHT 47-11/16" TABLE 2 5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE VISIBLE ll THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLELIGHT 1 OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 9 MAX. SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE NO ANCHORS WINDOW, I B REQUIRED IN SILL 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TYP. FLANGE FRAME THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN ANCHOR LOCATIONS (a-MAX. SIZE PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1:6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. GLASS STACK�I GLASS STACK,- 1/8"ANNEALED T CK1/8"ANNEALED GLASS ' • 1/8"HEAT-STRENGTHENED GLASS . .090"PVB .090"PVB ,1/8"ANNEALED GLASS: 1/8"HEAT-STRENGTHENED GLASS 5/16" LAMI. GLAZING. 5/16" LAMI..GL•AZING GLASS TYPE 1 GLASS TYPE 2 Title: TABLE 1: SH WI Laminated Glass Types - 1 118"Annealed, 0.090" PVB, 1/8"Annealed Description 2 1/8" Heat-strengthened, 0.090" PVB, 1/8" Heat-strengthened INTERLAYFMIAY BE S FLEX PVB OR TROSIFOL PVB Revision. ADDE copv, Series Mod SH EDGE DISTANCE Imo- EMBEDMENT A! EDGE EMBEDMENT DISTANCE I 40. BU TIP-TC 2$ HORIZONTAL ." 9•, _ �. ice. NOTES TABLE 2:THROUG TIP-TO-TIP 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 2.FOLLOW HEIGHT LOCKS AT EMBEDMENT AND EDGE DISTANCE Anchor TOP SASH LIMITS.ANY INSTALLATION OPTION BUCK RAIL SHOWN MAY BE USED ON ANY SIDE OF HEIGHT OR THE WINDOW. P BOTTOM #12 Steel LIFT RAIL 2)MASONRY ANCHORS MAY BE USED SMS INTO WOOD AS PER TABLE 2.ALL WOOD Screw(G5) BUCKS LESS THAN 1-1/2"THICK ARE TO 40 BE CONSIDERED 1X INSTALLATIONS.1X 36 WOOD BUCKS ARE OPTIONAL IF UNIT IS P ? INSTALLED DIRECTLY TO SUBSTRATE. 1/4" Steel WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" Ultracon 31 1'1: THICK OR GREATER. 1X AND 2X BUCKS U 3 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE p EXTERIOR 7 STRUCTURE. WOOD BUCK DESIGN AND j INSTALLATION IS THE RESPONSIBILITY OF 1/4"410 SS THE ENGINEER OR ARCHITECT OF CreteFlex RECORD. U 3)SEE SHEET 1 1£TABLE 2 FOR SPACING 1)ANCHOR MUST REQUIREMENTS. 2)"UNGROUTED C ` 4)MAX.SHIM THICKNESS TO BE 1/4". 5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. Title: NO ANCHORS REQUIRED IN SH WI FLANGE FRAME SILL Descriptior INSTA, VERTICAL SECTION B-B Revision: ADDE Series/Moc SF EMBEDMENT EDGE DISTANCE ------------ EDGE DISTANCE EMBEDMENT A21. :4.' 1, HORIZONT TABLE 3:THOUGH-FIN ANCHORS LOCKS AT Anchor Substrate BUCK TOP SASH HEIGHT t - RAIL OR -2-1/2"x..113" Box Nail P.T. Southern Pine(SG= . BOTTOM 2-1/2"x.131" Common Nail P.T. Southern Pine(SG=. < LIFT RAIL 2-1/2"x.145"Roofing Nail P.T. Southern Pine(SG=. C�C P.T. Southern Pine(SG= . ;'-40• ` 7`. ' Aluminum, 6063-T5 min . #10 Steel SMS Screw(G5) Steel Stud, Gr. 33 min. 36, A36 Steel 31; ) 41 P.J. Southern Pine(SG Aluminum, 6063-T5 min, . #12 Steel SMS Screw(G5) Steel Stud, Gr.33 min. A36 Steel 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYC 2)PANHEAD,FLATHEAD OR HEXHEAD ARE ACCEPTABLE R ;�.. ONLY PANHEAD OR HEXHEAD, NOTES 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3.FOLLOW - EDGE EMBEDMENT AND EDGE DISTANCE LIMITS.ANY EXTERIOR . 4 DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON r ANY SIDE OF THE WINDOW. Title: 2)2X WOOD FRAMING OR BUCK, 1-1/2"THICK OR SH WI GREATER. Descriptior J �;!_-- 3)SEE SHEET 1 FOR SPACING REQUIREMENTS.. INSTA EMBEDMENT — Revision: 4)MAX.SHIM THICKNESS TO BE 1/4". ADDE VERTICAL SECTION D-D 5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET Series/Moc DESIGN REQUIREMENTS. SF TABLE A: Item # Description 1 Flange Frame Head 2.002° 2 Flange Frame Sill 3 Flange Frame Jamb •062" 501° 050° 4 Integral Fin Frame Head 5 Integral Fin Frame Sill 6 - Integral Fin Frame Jamb .498" 7 Sash Bottom Rail .0 0 .062" 8 Sash Top Rail �— 9 HD Fixed Meeting Rail , FLANGE FRAME HEAD FLAN 10 Sash Side Rail 0.6063-T6 ALUMINUM O 6063- 11 Sash Bottom Lock 12 Vinyl Sash Stop 20 Vinyl Bulb, Flex PVC 70 23 Fixed Meeting Rail Plug Gasket, Rigid PVC 24 Wstp.,187" X.230" Fin Seal 25 Sash Side Rail Gasket, Polyethelyne 2.o5s" 3:225" 26 Balance Take-out Clip •050° 27 Balance 28 Sash Cam, Nylon 1.999" 29 Sweep Latch, Zinc 975° 050°-� 0 30 #6 X 5/8" Ph. FI. SMS Latch Screws 1.125" s75" 31 Setting Block 1/8" x 1/2" x 1", EPDM050" 36 ' 'Sash Bottom Lock Spring . r�4 Glazing Sealant 2.o5s° .o! Glass Bead Lam. Glass INTEGRAL FIN FRAME SILL INTEGRj O'6063-T6 ALUMINUM O 6063-T6 0 "g2" .062" — .763" 093" .050" --�{ .926 --� - 1.009" OHD FIXED MEETING RAIL SASH SI 6063-T6 ALUMINUM 10' 6063-T6 Title: SH W Descriptic MATE Revision: ADDE series/Mc Sf