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HomeMy WebLinkAboutFL NOA 26095.2 Series 4120 FWSERIES 4120A IMPACT RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 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 INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN 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. 18" O.C--i t 48" TIP -TO -TIP WIDTH 47" BUCK WIDTH _B A 96" TIP -TO -TIP HEIGHT 95' BUCK HEIGHT T r 1 A 1 B" MAX O.C. t SEE O.C., ( TABLE 3, SHE 8-1/2" MAX. IL 95"' BUCK HEIGHT i c SEE CORNER —DISTANCE, ON TABLE 3, SHEET 3 �— 47" BUCK WIDTH SEE CORNER —D —DISTANCE, ON TABLE 3, SHEET 3 I I I C I I I I I � I I I r 1 1 33-9/16" VISIBLE LIGHT j 56-7/8" VISIBLE LIGHT I 8-1/2" MAX. —Y �� SEE O-C., ON 18" MAX. O.C. TABLE 3, SHEET 3 TYP. FLANGE FRAME TYP. FIN FRAME ANCHOR LOCATIONS ANCHOR LOCATIONS @ MAX. SIZE @ MAX. SIZE Title: PW APPROVAL - HVHZ Description. GENERAL NOTES & ELEVATION Revision: B) ADDED 983 SEALANT Series/Model: PW-4120A ScNTS Sheet: OF 5 DESIGN PRESSURE RATING IMPACT RATING +55/-65 PSF RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 8 :- 3, EXTERIOR a 7 1 I 1/2" NOM. GLASS BITE j 51 10; 5/16" GLAZING DETAIL SEE O.C., ON -TABLE 3, SHEET 3 _ 7 4 n 1/2" NOM. L I 7J GLASS BITE EXTERIOR u U U SEE CORNER 10 ) DISTANCE, ON TABLE 3, SHEET 3 7/16" GLAZING DETAIL TART F 1 Laminated Glass Types 1 1/8" Annealed, 0.090" PVB, 1/8" Annealed 2 1/8" Heat Strengthened, 0.090" PVB, 1/8" Heat Strengthened 3116" Annealed, 0.090" PVB, 3/16" Annealed 3/16" Heat Strengthened, 0.090" PVB, 3/16" Heat Strengthened 3 4 IN I InKLAYtFt MAY tat SAHLLA PVB OR TROSIFOL PVB SEE SHEETS 4 & 5 FOR GLASS DETAILS Drawn By: JENS ROSOWSKI Date: 01 /09/18 Rev. By. Rev. Date: JR 10/03/19 Drawing No. Rev: PW4120FLPA B Impact Resistant Windows &Doors WERE STRONGER— CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HIALEAH, FL 33018 (305) 593-6590 PREPARED BY A. LYNN MILLER 1070 TECHNOLOGY DRIVE N VENICE, FL 34275 (941) 480-1600 COPYRIGHT© 2019 CGI WINDOWS & DOORS ALL RIGHTS RESERVED REGISTRATION #29296 CIA,? LYNN.�i No.58705 f0. STATE F �U S I A. LwIM€LL'E, P.E. P_ E- # 58705 TIP -TO -TIP HEIGHT B HE EXTERIO a ff nnC VERTICAL SECTION B-B 3E •NCE J SHOWN INSTALLED TPWU EMBEDMENT 1X BUCKSTRIP BUCK WIDTH _ #12 STEEL SELF DRILLING SMS (G5) (SEE TABLE 2) 5/16" LAMI 7/16" LAML �- GLAZING GLAZING 1- '— SHOWN SHOWN EDGE t DISTANCE EXTERIOR � �, EXTERIOR 107 EMBED- MENT TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 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 INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) SEE SHEET 1 FOR SPACING REQUIREMENTS. 4) MAX. SHIM THICKNESS TO BE 1/4" 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO GENT MEET DESIGN REQUIREMENTS. TARI F �l Anchor Substrate Minimum Edge Distance Minimum Embedment P.T. Southern Pine (SG = .55) 9/16' #12 Steel SMS Screw (G5) Aluminum, 6063-T5 min. 3/8" 0.078" Steel Stud, Gr. 33 min. 3/8" 0.045" (20 Ga) A36 Steel 3/8" 0.050" 1/4" Steel Ultracon P.T. Southern Pine (SG = .55) Concrete (min. 2.9 ksi) 1" -3/8" 1-1/8" -1 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 1-34' Ungrouted CMU, (ASTM C-90) 1-1/8" 1-1/4" 1/4" 410 SS CreteFlex P.T. Southern Pine (SG = .55) 1" 1-318" Concrete (min. 3.35 ksi) 1" 1-3/4" Concrete (min. 3.35 ksi) 2-1/2" 1" Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" INSTALLED INTO APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. #12 STEEL SELF DRILLING SMS (G5)—,, (SEE TABLE 2)(� 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. Title: Drawn By: PW APPROVAL - HVHZ I JENS ROSOWSKI Description: Date: GENERAL NOTES & ELEVATION 01/09/18 Revision: Rev. By: Rev. Date: B) ADDED 983 SEALANT JR 10/03/19 Series/Model: Scale: Sheet: Drawing No. Rev: PW-4120A NTS 2 OF 5 PW4120FLPA B INSTALLED DIRECTLY EXTERIOR INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. ®Impact Resistant Windows & Doors ,�•''lY `YIVIV f WE'RE STRONGER " ti ••' LICENSE CGI DOORS AND WINDOWS, INC.' 3780 W 104TH STREET �7 No. 58705 HIALEAH, FL 33018 (305) 593-6590 _ PREPARED BY A LYNN MILLER l -;3 '. a j 7 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 r : 'n '. STD TB DF ��: (941)480-1600 Nti■ COPYRIGHT© 2019 CGI WINDOWS & DOORS `0�0 ���NAL �� 11 ALL RIGHTS RESERVED � l `� A,LYNI MILLE�R,P.E, REGISTRATION #29296 P.E.# 58705 EMBEDMENT EDGE �, -•� 1/4" MAX. SHIM DISTANCE 1 EMBEDMENT 1/4" MAX. SHIM (2 EDGE DISTANCE I L 5/16" LAMI. GLAZING SHOWN BUCK HEIGHT 7/16" LAMI. GLAZING SHOWN EXTERIOR T aDISTANCE EDGE ` T__ —,2; 1/4" MAX. SHIM EMBEDMENT VERTICAL SECTION D-D TABLE 3: THOUGH -FIN ANCHORS 1/4" MAX. SHIM 2 5/16" LAMI. 7/16" LAMI GLAZING GLAZING SHOWN SHOWN EXTERIOR BUCK WIDTH HORIZONTAL SECTION C-C Anchor Substrate Min. Embedment or Metal Tickness Min. Edge Distance Max. On -center, Distance, OC Max. Corner Distance 2-1/2" x .113" Box Nail P.T. Southern Pine (SG = .55) 6" 2-7/8" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG = .55) - 3/8" 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG = .55) - 3/8" #10 Steel SMS Screw G5 ( ) P.T. Southern Pine (SG = .55) 1-3/8" 1/2" 16 9/16" 8 1/2" Aluminum, 6063-T5 min 0.125" 3/8" Steel Stud, Gr. 33 min. 0.057" 3/8" A36 Steel 0.050" 3/8" #12 Steel SMS Screw G5 ( ) P.T. Southern Pine (SG = -55) 1-3/8" 9/16" 26" 8 1/2" Aluminum, 6063-T5 min, 0.125" 7/16" Steel Stud, Gr. 33 min. 0.071" 7/16" A36 Steel 0.050" 7/16" 1 / MINUMUM iVIU� i to I tNU A MINIMUM Ur 3 1 HKEADS BEYOND ANY METAL SUBSTRATE 2) ALL SCREW HEAD TYPES ARE APPLICABLE NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR Title: GREATER. PW APPROVAL - HVHZ 3) SEE SHEET 1 FOR SPACING REQUIREMENTS. Description: GENERAL NOTES & ELEVATION 4) MAX. SHIM THICKNESS TO BE 1/4" Revision: 5) GLASS SHOWN IS FOR ILLUSTRATIVE B) ADDED 983 SEALANT PURPOSES ONLY AND MAY DIFFER TO MEET Series/Model: Scale: Sheet: DESIGN REQUIREMENTS. PW-4120A NTS 3 OF 5 EMBEDMENT EDGE DISTANCE #10 STEEL SELF DRILLING SMS (SEE TABLE 3) INSTALLED INTO EXTERIORL!:l APPROVED MULLION, MAY BE VERTICAL OR 75 HORIZONTAL. 1/4" MAX. SHIM =1' . _ #10 STEEL SELF DRILLING SMS (SEE TABLE 3) Cfi INSTALLED INTO APPROVED ALUMINUM, EXTERIOR STEEL FRAMING OR STEEL STUD. Impact Resistant t.�'"k l " `' i'//, ®Windows &Doors \�` ,�Q�YLY .�1I1 i WESTRONGER : , Drawn By- = LICENSE . �< i CGI DOORS AND WINDOWS. INC. JENS ROSOWSKI 3780 W 104TH STREET No.58iD5 HIALEAH, FL 33018 7 Date: (305) 593-6590 01 /09/18 PREPARED BY A. LYNN MILLER 1070 TECHNOLOGY DRIVE - ID�7/ Rev. By: Rev, Date: N. VENICE, FL 34275T STATE OF JR 10/03/19 (aa,)aao-,soo ;. ., !'ZOR1Df'�,.�`V;' Drawing No. Rev: CGI WINDOWS & DOORS r/7/,�QN AL � '`1 P W4120 F L PA B ALL RIGHTS RESERVED X LlYN N MU-Ek P.E. REGISTRATION #29296 P.E.# 58705