Loading...
HomeMy WebLinkAboutAW-740 M IAM 1-�A�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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.- DESCRIPTION: Series "AW-740"Aluminum Awning Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, 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 Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0614.20 MIAMI DADE COUNTY Expiration Date: April 11,2023 Approval Date: September 05,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled"Awning Window Details—LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® 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. 16-0714.23) 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 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series CA740P aluminum projected (awning)window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 01 Edition (2017), dated 06/09/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel Perez Product Control Exa in r NOA No. 17-06 .20 Expiration Date: April 11,2023 Approval Date: September 05,2017 E- 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. 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 "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. 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. 16-0714.23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740"Aluminum Awning Window- L.M.I. approved on 09/08/16 and expiring on 04/11/18. Manuel Perez,P Product Control ExanrneT NOA No. 17-0614elO Expiration Date: April 11,2023 Approval Date: September 05,2017 E-2 5/16"LAMINATED �J 7/16"LAMINATED DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK GENERAL NOTES: SERIES 740 � VARIES, RATED FOR LARGE&SMALL o9o°rRoslFOL®PVB .090"sG@ BY KURARAY IMPACT-RESISTANT AWNING WINDOW SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 1/8"ANNEALED BY KURARAY 3/16"ANNEALED AMERICA,INC. GLASS AMERICA,INC. GLASS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO 3/16"ANNEALED GLASS COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 39 GLASS ANNEALED EXTERIOR 38 BUILDING CODE,INCLUDING THE HIGH VELOCITY 60"WIDTH EXTERIOR i GLASS HURRICANE ZONE(HVHZ). FOR INSULATED GLASS — 53"VISIBLE LIGHT WIDTH(DLO) INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD NO ANCHOR PAIR LITE(CAP)MUST TEMPERED. 35 � 11/16"GLASS BITE 35 � 11/16"GLASS BITE REQ'D IF WINDOW IS 27-7/8"WIDE OR LESS 12"MAX.FOR UNITS 3 3 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN B,SEE OVER 39"TALL WIND-BORNE DEBRIS REGIONS. (HEAD&SILL) ��SHEET 2 OTHERWISE 4"MAX. 32 50 32 50 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPE 2 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY 7/8"NOM. UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, GLASS STACK I 5/16"LAMINATED SEE TABLE 3,SHEET 4. --- --------- ------------ — HEIGHT GLASS STACK 1;\ 39" 1/8"ANNEALED GLASS 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE / ` A�SEE 7/16"AIRSPACE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE / j .090"TROSIFOLO PVB 1/8"ANNEALED OR BY KURARAY OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SHEET 2/ ( \ 32" TEMPERED GLASS AMERICA,INC. SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" VISIBLE THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) / / \ LIGHT 38 1/8"ANNEALED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19"MAX. GLASS TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. / \ HEIGHT EXTERIOR (DLO) INSTALLATION IS THE RESPONSIBILITY OF THE j 37 11/16"GLASS BITE ENGINEER OR ARCHITECT OF RECORD. j 3 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4"MAX. BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, 50 SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR 6 MAX. �►B i) �-�— 4"MAX. 100-103 32 CORNERS OF THE FRAME.INSTALLATION ANCHORS 23"MAX.O.C. USE ANCHOR PAIR FOR UNITS SHOULD BE SEALED.OVERALL SEALING/FLASHING OVER 27-7/8"WIDE(HEAD&SILL) GLASS TYPES 3 & 4 STRATEGY FOR WATER RESISTANCE OF INSTALLATION 7/8"NOM. SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW GLASS STACK OF THESE INSTRUCTIONS. GLASS GSS STACK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1/4"AIRSPACE 3/16"ANNEALED GLASS WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE 1: SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 3116"ANNEALED .090"SG(D BY KURARAY APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE GENERAL NOTES.............................1 OR TEMPERED GLASS AMERICA,INC. SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED Glass Types Sheet# ELEVATION.......................................1 38 3/16"ANNEALED GLASS ON THEM BY THE WINDOW. GLAZING DETAILS........................... 1 1 5/16 Laml (1/8 An- .090" PVB - 1/8 An) 5 EXTERIOR INSTALLATION................................. 2 3/16" An- .090" SG-3/16"An 6 2 7/16" Lannii 7)DESIGN PRESSURES: ASSEMBLY TUBE DETAILS.............3 ( ) A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 7/8" Lanni. IG 1/8" An-7/16" Air- 1/8"An-.090" PVB -1/8" An 7 37 11/16"GLASS BITE ANCHOR SPECIFICATIONS............ 4 ( ) TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES.....................4 4 7/8" Lami. IG (1/8" T-7/16"Air-1/8" An- .090" PVB - 1/8"An) 8 ASTM E1300. DESIGN PRESSURES...................... 5-9 " 3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST 5 7/8 Laml. IG (3/16 An- 1/4 Air-3/16 An- .090 SG-3/16 An) 9 PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ASSEMBLY DETAILS/ROM.............. 10 6 7/8" Lanni. IG (3/16" T-1/4"Air-3/16"An-.090" SG -3/16" An) 9 EXTRUSIONS/SPACER.................... 11 ® 100-103 32 50 ' Oc REVISED ANALYSIS AND GLASS PER ASTM E1300. "PVB"=TROSIFOL PVB BY KURARAY AMERICA,INC. a C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS ® as ca l€`8 with "SG"=SENTRYGLAS BY KURARAY AMERICA,INC. GLASS TYPES 5 & 6 Bui1 diug Code th— DESIGN,ASD. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CODES/STANDARDS USED: �� , A. // Revised By: Date: Revision DESIGNED TO RESIST THE WINDLOADS CORRESPONDING �` .•''" " ® '/ UPDATED ANCHORAGEzy •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 'L . �tCENSF '•�` J R 05/25/17 PER FBC 2017. TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Q? $ 664°t ue ' STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN •2014 E1300-04 Revised By: Date: Revision OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION * ; NO. 58705 WAS USED FOR THE EVALUATION OF ANCHORS INTO *ALUMINUM DESIGN MANUAL,ADM-2015 _ WOOD.ANCHORS THAT COME INTO CONTACT WITH •AISI S100-12 / ® AISC 360-10 Description: Drawn By: OTHER DISSIMILAR MATERIALS SHALL MEET THE 7- ; lC/ - GENERAL NOTES & ELEVATION J ROSOWSKI • S REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ®� . T TE IFk/ 1070 TECHNOLOGY DRIVE CORROSION RESISTANCE. i �CORIOP.•s'` \�� N. VENICE, FL 34275 Title: Date: ® �\_��`\ (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 9)REFERENCES:TEST REPORTS FTL-7061,3579,3580, 'i77®NAL, � COPYRIGHT©2017 3724;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; 1 1 I 1 1 1 PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALL RIGHTS RESERVED qW-740 NTS 1 OF 11 M D-AW740LM C A.LYNN MILLER,P.E. ALUMINUM DESIGN MANUAL. P.E.#58705 CERT. OF AUTH. #29296 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE -I—DISTANCE EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIRED PER EMBEDMENT PER ANCHOR TABLE 3,SHEET 4 2 REQUIREMENT -� ° BUCK WIDTH a 1/4"MAX TYP.ANCHOR SHIM 16 10 TYPE,EMBEDMENT 7 4 gp Ld 89 13 AND EDGE STEEL FOR SNUBBER 24 DISTANCE PER ° a ° ° 8 32 33 18 12 83 SELF-DRILLING REQUIREMENTS,SEE 1 SUBSTRATE,SEE SMS,SEE TABLE TABLE 4,SHEET 4. 82 TABLE 3,SHEET 4. 3,SHEET 4. ° a 4 e iu un 3 60 a ° EDGE °' ° I 84 87 EDGE g DISTANCE °° ATTACHED TO �I I ATTACHED TO DISTANCE 35-37 ^m ° VENT SILL ATTACHED TO VENT SILL ® ® ATTACHED TO 35-37 FRAME SILL 81 87 % 13 ] FRAME JAMB EMBEDMENT 1 3 38 39 22 DADE APPROVED MULLION,ALUMINUM, 83 70 VISIBLE LIGHT WIDTH(DLO) 8 STEEL FRAMING OR 5 STEEL STUD. JAMB 81 ATTACHED TO HARDWARE VENT JAMB OPTIONAL ADDON WINDOW WIDTH EXTERIOR 12 FLANGE @ HEAD, WINDOW SILL&JAMBS HORIZONTAL SECTION A-A v HEIGHT 11 SEE DETAIL Al,BELOW NOTES: BUCK 22 ® NOTES: = VISIBLE LIGHT FORMULAS HEIGHT ATTACHED TO / \ 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7 FRAME&VENT 1)USE ONLY SUBSTRATE-APPROPRIATE VISIBLE JAMB 1 p ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7 LIGHT ® coFOLLOW EMBEDMENT AND EDGE //\ //\ 10"MAX. Q ADDITIONAL INSTALLATION HEIGHT DISTANCE LIMITS.ANY INSTALLATION ANCHORS MAY NEED TO BE (DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / INSTALLED THROUGH THEWINDOW FRAMES AT 10"MAX. 14 FRAME JAMB SIDE OF THE WINDOW. / \ / \ - - / FROM EACH SIDE OF THE FRAME ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-1/2" Q Q / \ ASSEMBLY TUBE CENTERLINE. ATTACHED TO ® TO FRAME THICK ARE TO BE CONSIDERED 1X SEE TABLE BELOW: FRAME JAMB ® 89 JAMB INSTALLATIONS. 1X WOOD BUCKS ARE I OPTIONAL. UNIT MAY BE INSTALLED --�I 10"MAX. Additional Anchors Required on each ATTACHED DIRECTLY TO SUBSTRATE. WOOD BUCKS - ►SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT) TO VENT DEPICTED AS 2X ARE 1-1/2"THICK OR Window Anchor Type JAMB GREATER. 1X AND 2X BUCKS(WHEN USED) LL Width A B,C&D Q 62 SHALL BE DESIGNED TO PROPERLY I 17"-25.9" 1 0 TRANSFER LOADS TO THE STRUCTURE. _ > 26"+ 1 1 WOOD BUCK DESIGN AND INSTALLATION 38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER I-_ Window Anchor Type u Height A B,C&D 17 OR ARCHITECT OF RECORD.MAXIMUM ^-' 17"-25.9" 1 0 16 SHIM THICKNESS TO BE 1/4". x 21 � 26"+ 1 1 EXTERIOR 82 DETAIL R0 C •VIS.q�. O Al DETAIL e o .;om lg watf i Fes` 5 i e ode 8 80 _�,�nfy� o� 1 1XWOOD III L-Mira she 19 84 BUCKSTRIP, .� �yNN\\ // Revised By: Date: Revision a4 \�\ � i,� SEE NOTE 2, J R 05/25/17 \ i NO CHANGES THIS SHEET , .j\4 . i , THIS SHEET. �� -ACE NSF' .����� 1 - F ttsa ;r�r Revised By: Date: Revision TYP.ANCHOR TYPE, 1/4"MAX SHIM No. 58705 , EMBEDMENT AND EDGE a ° DISTANCE PER SUBSTRATE, a - ® Description: Drawn By: SEE TABLE 3,SHEET 4. CONCRETE ° d ° ° EMBEDMENT I : �` GENERAL NOTES & ELEVATION J ROSOWSKI PER ANCHOR ° $ ° % ® ST TE F /v 1070 TECHNOLOGY DRIVE Date: REQUIREMENT ° °a i�� .'c ... ��\,� (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 INSTALLATION ANCHORS THROUGH EDGE DISTANCE �i/ /ONAL 0 \\\ COPYRIGHT©2017 // ,\\ PGT INDUSTRIES,INC. SerieslModel: Scale: Sheet: Drawing No. Rev: 1X BUCKSTRIP INTO MASONRY. VERTICAL SECTION B-B A.LYNN MILLER,P.E. ALL RIGHTS RESERVED P.E.#58705 CE AW-740 NTS 2 OF 11 MD-AW740LM RT. OF AUTH. #29296 C AWNING (X) AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) ` �x FIGURE 1: 10",SEE NOTE 7,THIS SHEET 740 SERIES ' F FIGURE 2: AWNING By i i / WINDOW ., >x'10# C C WINDOW / /\ / \ / �\ —D ASSEMBLY FRAME HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: m (� 10",SEE NOTE 7, D Cr THIS SHEET _ 1)DIMENSIONS SHOWN ARE WINDOW \ 740 SERIES DIMENSIONS FOR EACH INDIVIDUAL CASEMENT WINDOW.FOR SIZES NOT SHOWN, J WINDOW WINDOW' ROUND UP TO THE NEXT AVAILABLE O ~1 WIDTH Ir / WIDTH OR HEIGHT DIMENSION SHOWN 740 0 I I40 / E / ON THE TABLES. 07 6 1 SERIES FRAME SERIES FRAME 2)ANY 740-SERIES PRODUCT 0 07 o I AWNING ASSEMBLY AWNING WINDOW TUBE WINDOW L ASSEMBLY___ (CASEMENT,AWNING OR FIXED Z 06 o � E TUBE CASEMENT)MAY BE ATTACHED TO THE Q J FRAME ASSEMBLY TUBE.FOR ALL = S NOA U Q \740 SERIES WINDOWS, USE THE WINDOW' FIXED WINDOW` FOR ANCHORAGE,SIZE AND DESIGN o O W LL_ PRESSURE LIMITATIONS. Z (n O J 3)ALL WINDOWS IN THE COMBINATION m W N Q M *SEE PRODUCT'S NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY I- CO 740 SERIES INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF W AWNING EXTERIOR / \ / \ THEIR RESPECTIVE NOA. 0 WINDOW n U-) M } ~ 4)FRAME ASSEMBLY TUBE TO BE � �j CO m O cn Z FASTENED TO WINDOW,AS SHOW IN o O o O Q 740 SERIES 740 SERIES o 0 DETAILS,WITH MIN.#12 X 1"SHEET _ _ Z AWNING CASEMENT W METAL SCREWS. USE THE SAME 2 Y FOR SINGLE UNITS: WINDOW WINDOW* SPACING AND QUANTITY AS THE to U>) ( 3: O rq OPPOSITE FRAME MEMBER. > Q d 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS THROUGH FRAME O O W (.D ~ INSTALLATION HOLES AND GLASS. FRAME ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY w U) o Z ASSEMBLY TUBE NOT EXCEED 62"IN LENGTH(AS USED a O m O Z Q 2)KNOWING YOUR ANCHOR TYPE TUBE IN A 63"FLANGED WINDOW)OR BE � �/ c � a AND SUBSTRATE,DETERMINEUSED IN TEE OR YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X CONFIGURATIONSROSS o o Q TABLE 3,SHEET 4. 1"SMS 1"SMS 740 SERIES THROUGH 3 FROM SHEETS 5-9,FIND THE THROUGH CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS NOT > o WINDOW` HOLES ® o v o v w o INSTALLATION REQUIRED TO BE CLIPPED TO THE �� o SHEET FOR YOUR GLASS TYPE. HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO FIND THE PRODUCT'S DESIGN > rq CO N z w PRESSURE FROM THE TABLE 740 SERIES 740 SERIES c� BE SEALED BY INSTALLER. o w� FRAME AWNING EXTERIOR AWNING o� � LABELED 'DESIGN PRESSURE ASSEMBLY 740 SERIES 7)FOR ALL COMBINATION UNITS, zo w 00 0 o= Q WINDOW TUBE WINDOW (PSF)FOR SINGLE WINDOWS,ALL FIXED ADDITIONAL INSTALLATION ANCHORS = >Z O EXTERIOR EXTERIOR v— 0- _ W ANCHOR GROUPS". CASEMENT MAY NEED TO BE INSTALLED W z ° o W U U HORIZONTAL SECTION C-C a a WINDOW' THROUGH THE WINDOW FRAMES AT ° a a 4)DIMENSIONS SHOWN ARE 10"MAX.FROM EACH SIDE OF THE o z 0�, WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE. ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 &2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each ,�`\\ONY gNN TABLES. " Side of the Frame Assembly Tube(FAT) �CENS �� 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. F Window Anchor Type _, ' �' R `< 5)USING THE TABLE LABELED r 17 9Wi25 A I B,C&D "WINDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR"DESIGN p No. 58705 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE" DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS > _ THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR 26"+ 1 1 05 al NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. Q Window Anchor Type JAMBS OF YOUR WINDOW. 4 USING THE TABLE LABELED WINDOW ANCHORS REQUIRED" (TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF uAsi- 17H-25t9 A_ B C&D ® TE OF 6)INSTALL AS PER THE OUR WINDOW. = 26"+ 1 1 1 ���ss•.ZORIDP. INSTRUCTIONS ON SHEET 2. ( ZONAL 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED SEE A.Z fG�LL�I�,�E\ SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). P.E.#lILL TABLE 2: Window Anchors Required �Y uI r R ,;IS SL) Window Width in 7 .ldiutg Cod under 23" 25-15/16" 27-7/8" 30-3/4" 32" 34" 37" 46" 53-1/8" 60" E t Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D under 23" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 rat. 1' Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 8 6 6 4 25-15/16" Jamb 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 1 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 8 4 4 4 8 6 4 4 10 6 6 4 39„ Jamb 5 3 3 2 5 3 3 2 5 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 5 4 3 2 5 3 3 2 TABLE 4: Head/Sill 2 2 2 1 2 4 2 1 2 2 4 1 2 1 2 2 4 4 4 4 1 4 1 4 1 4 4 1 6 4 4 4 6 1 4 4 1 4 8 6 4 4 10 6 6 4 10 8 6 4 Head Snubber Locations Jamb 7 4 4 1 4 7 5 1 4 4 8 5 4 4 8 5 4 4 8 1 5 5 4 1 9 6 5 4 9 1 6 5 1 4 9 6 5 4 50-5/8" Head/Sill 2 2 2 1 2 4 2 1 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 Glass Type: v, 60" Jamb 8 5 5 4 9 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 10 7 6 4 10 7 6 4 PVB (Types 1,3&4) SG(Types 2, 5&6) W C) It Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 None 20"max.from each end —I Jamb 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 3 63„ Required &20"max O.C. Q z Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 67" Jamb 10 6 5 4 10 7 6 4 11 1 7 1 6 4 1 11 7 6 4 11 7 6 1 4 1 11 7 6 4 SAMPLE CONFIGURATIONS: ® Cn Head/Sill 2 2 2 2 4 2 2 2 4 1 2 1 2 2 4 4 4 4 4 4 4 4 1 4 4 4 4 W � Q 72" Jamb 10 7 6 5 11 7 6 5 12 8 6 5 12 8 7 5 12 8 7 5 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 X Q Jamb 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 ;X`', ;X`', ;'X', %X`', O ® J r 76 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 0- V- E � 84„ Jamb 12 8 7 5 14 9 7 5 14 9 8 5 ;X, Z J o Head/Sill 2 2 2 T—2 —4 2 2 2 4 2 2 2 1 v C Q Q USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH C/) OR HEIGHT DIMENSION SHOWN ON THE TABLE. ;X1', O O T W CO EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16"ANNEALED LAMINATED � CD i6 � TABLE 3: GLASS, 1/4"MASONRY ANCHORS INTO CONCRETE,+70/-70 PSF DP REQUIRED O CV O Z o Z Min. Min. Anchor _77— Lid 0 0 Q O ` Group Anchor Substrate Edge O.C. Min. Plate AWNING ANCHORS: C) C) o° O W 6 Distance Distance Embedment Required? A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-90. ;X`', O X'•, X %X', a z S.Pine 518" 1" 1-3/8" No Y } 6063-T5 Alum. 3/8" 5/8" .063" No B)FOR THE JAMB,FROM TABLE 3,ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE U) U) ~ d0' #12,steel SMS(G5) A36 Steel 3/8" 5/8" .050" No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. A653 Stud,Gr.33 3/8" 5/8" .045",20 Ga. No 'C > o O . 0 z ti A C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. O O �O O m' o = z o S.Pine 5!8" 1" 1 3/8" No P�vo O m O a V Z N Q #14,steel SMS(G5) 6063-75 Alum. 3/8" 5/8" .063" No or#14,410 SS SMS A36 Steel 3/8" 5/8" .050" No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. P�` �1 �� o z A653 Stud,Gr.33 3/8" 5/8" .045",20 Ga. No �G� �G� o Q Q n 2.85k Concrete 2-1/2" 4" 1-3/8" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. B 1/4" steel Ultracon Hollow Block 1" 6" 1-1/4" No Hollow Block 2-1/2" Y 1-1/4" No E)PER RULES ON SHEETS 2&3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE > 1/4" steel Ultracon Hollow Block 1" 6" 1-1/4" Yes SIDE OF THE AWNING(HEAD&SILL). F ® oN O ��°w C 1/4" 410 SS 3.35k Concrete 1" 5" 1-3/4" No CreteFlex Hollow Block 2-1/2" 5" 1-1/4" No FIXED CASEMENT ANCHORS: �� CO N w w S.Pine 5/8" 1" 1-3/8" Yes A)FROM TABLE 9,A 34"X 61"FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE 4„ 0 1 ro r #12,steel SMS(G5) 6063-T5 Alum. 3!8" 5/8" 0713" Yes EXCEEDING THE REQUIREMENT OF+70/-70 USING ANCHORS C OR D. 4„ i{ 4" 4" z w d o= a or#12,410 SS SMS A36 Steel 3!8" 5/8" .050" Yes = >z w z't 0 L� A653 Stud,Gr.33 3/8" 5/8" 045", 18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE > a a S.Pine 5/8" V 1-3/8" Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. o #14,steel SMS(G5) 6063-T5 Alum. 3/8" 5/8" .0713" Yes o z v Of or#14,410 SS SMS A36 Steel 3/8" 5/8" .050" Yes A653 Stud,Gr.33 38" 5/8" .045", 18 Ga. Yes C)FROM TABLE 2A,6 ANCHORS ARE REQUIRED IN EACH JAMB. _ 2.85k Concrete 1" 4" 1-3/4" Yes 10.6" 10.6" I I 1 1 11 D D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ���� of LYNN 7�s� 2.85k Concrete 2-1/2" 4" 1-3/8" Yes `` 1/4" steel Ultracon Hollow Block 2-1/2" 5" 1-1/4" Yes � ��.•''••••''• / i Filled Block 2-1/2" 4" 1-3/4" Yes E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. / / � .• OCEN$F' 3.35k Concrete 1" 6" 1-3/4" Yes 61' 1/4" 410 SS 3.35k Concrete 2-1/2" 6" 1" Yes F)PER RULES ON SHEET 2,INSTALL 1 I / 1 / No. 58705 CreteFlex Hollow Block 2-1/2" 6" 1-1/4" Yes ADDITIONAL ANCHOR ON THE FRAME Material Min.F, Min. Fu = 3.5k Concrete 1-1/4" 5" 1-3/4" No ASSEMBLY TUBE SIDE OF THE FIXED Steel Screw 92 ksi 120 ksi — - 5l16" steel Ultracon Hollow Block 3-1/8" 1 5" 1-1/4" No CASEMENT(HEAD&SILL). 410 Screw 90 ksi 110 ksi Q'Z Filled Block 2-1/2" 1 5" 1-3/4" No Elco UltraCorfS 155 ksi 177 ksi % Q S F 14 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF 410 SS Elco CreteRex0 127.4 ksi 189.7 ksi THE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER 4„ 4„ �ORIDP.•'' 6063-T5Aluminum 1 16 ksi 22 ksi FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. / 2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. A36 Steel 36 ksi 58 ksi I-. 13" ►-- 13" 7//'®NAI. :\�� 3)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. Gr.33 Steel Stud 33 ksi 45 ksi 26" I I t I t I I I 34" A.LYNN MILLER,P.E. 4)FOR STEEL STUDS, MIN.FU =45 KSI,MIN FY=33 KSI. P.E.#58705 TABLE 5: FOR GLASS TYPES: %'04""U C r p�'` sE�� 1) 5/16" LAM 1 (1/8 AN - .090° PVB - 1/8 AN) A 1�, 1j &s With the,$ice& Design Pressure(psf for Single Windows,All Anchor Groups e, s c RD Ao W_'A i Window Width "PVB"=TROSIFOL PVB BY KURARAY AMERICA,INC. F- '1 ati n Doi; t�k under 23" 25-15/16" 27-7/8" 30-3/4" 32" 34' 37" 46' 53-1/8" 60" under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 ?a' 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 39' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-81.1 +70/-71.2 rn 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.2 +70/-77.9 SEE SHEETS 1 = 60" N+70/- +70/-90 +70/-90 +70/-86.5 +70/-83.7 +70/-79.6 +701-743 &4 FOR WINDOW WINDOW 63" +70/-90 +70/-90 +70/-82.3 +70/-79.4 +70/-75.6 +70/-70.1HEIGHT ANCHOR67" +70/-90 +70/-83.5 +70/-76.3 +701-73.4 +/-69.4 LOCATIONS 72" +70/-87.2 +70/-77.4 +/-69.3 +/-65.4 AND 76" +70/-84.6 +70/-75.2 +/-65 WINDOW� QUANTITIES.WIDTH 84" +70/-80.4 +70/-70.8 W O Q z Q U) 0 0 Lij 3 TABLE 6: ® z off o Design Pressure(ps)for Windows Attached to a Vertical Frame Assembly Tube 10"MAX. FRAME ASSEMBLY Q Window Width TUBE ^� I L ��n m under 23" 25 15116'° 27-718'" 30314" 32" 3?. ate 53-118" 60'" t ILL o v Anchor Anchor WINDOW " U) O Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group P P Group Group � J HEIGHT W A B C D A B C&D A I B C&D A B,C&D A B,C&D A B.C&D A B,C&D A B;C&D All All QD 0- (1) under 23" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70l-90 +70/-90 ADDITIONAL (` 04 or 25-15`16" +701-9fl +701-90 +70f-90 +7fl1-90 +70/-9fl +?01-90 +70/-90 +70t-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70AO +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 WINDOW ANCHOR W (n _ - + F + 9 +70/-90 +70/-83.1 +701-90 +701-90 +70/-77.4 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-87.4 +701-90 +701-90 +70/-90 +70f 81.1 +701-71.2 WIDTH (4),IF REQ. O W 6 Z 39' +rOJ-9fl 70/7�.2 7Q1-89. 50-51&' +70/-72.3 +f-57.9 +1-69.3 +70/-90 +/-64 +70f-90 +70/-90 +/-59.6 +70/-90 +70/-90 +70/-61 +701-90 +70/-77.9 +70/-90 +7fl/-73.3 +70/-90 +/-6T3 +70J-89.2 +/-54.2 +70/77.9 N ° z 69, +/-61 +/-48.9 +/-58.5 +701-90 +1-54 +70/-86.6 +70/-90 +1 50.3 +701-806 +701-90 +/-68.4 +70/-86.5 +/-65.7 +70f-83.7 +/$28 +70/-79.6 +/-56.8 +701-74.3 SEE SHEETS 1 &4 FOR WINDOW ANCHOR o a O U)IUD 00 O 63'" +1_58.1 +/-46.5 +/-55.7 +70/88.7 +/-51.5 +701-825 +70/-90 +/-47.9 +70/-76.8 +70/-90 +1-65.1 +701-823 +/-626 +70179.4 +/-58.9 +70/-75.6 +1�4.1 +70-70.1 LOCATIONS AND QUANTITIES.SEE SHEET W Z 3 FOR ANY ADDITIONAL ANCHORS Y W z REQUIRED FOR THE FRAME ASSEMBLY U) Cf) I TUBE. 0- It O O ffnnv Z � >> o o > a 0 °j� O a(n z m a W 6 TABLE 7: 3 Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly Tube 0 ~ ¢ Cf) FRAME Window Width WINDOW ASSEMBLY under 23" 25-15/16" 27-7/8" 30-314" 32" 34" 37" 46" 53-1/8" 60" HEIGHT TUBE ® o o O N 0 U w Anchor Anchor Anchor Anchor Anchor gnchor Group Anchor Group Anchor Group Anchor Group Anchor Group } o N z w � Group Group Group Group Group 0 wW All All All All All A B C&D A B C&D A B C D A B C D A B C D 10"MAX. p o E W _ O D a f under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-86.2 +70/-90 +70/-90 +70/-79.2 +70/-90 +70/-79.5 +/-63.7 +70/-76.3 +70/-90 +/-68.9 +/-55.2 +/-66 +70/-90 +/-61 +/-48.9 +/-58.5 +70/-90 z w- o= Q 25-15/16" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-70.5 +70/-90 +70/-90 +70/-90 +/-61 +70/-90 +70/-90 +70/-90 +/-54 +70/-86.6 +70/-90 +70/-90 DITIONAL w z o R 39" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-87.4 +70/-90 +70/-90 +70/-70.3 +70/-75.1 +70/-89.9 +70/-90 +/-50.7 +/-65.1 +70/-77.8 +70/-81.1 +/-44.9 +/-57.6 +/-68.9 +70/-71.2 WINDOW _ ANCHOR 10 j � v a Q o rn 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-85.5 +70/-90 +70/-90 +70/-78.6 +70/-89.2 +70/-89.2 +/-63.2 +70/-77.9 +70/-77.9 +70/-77.9 WIDTH f"- (4),IF REQ. o Li oz w 2 60" +70/-90 +70/-90 +70/-90 +70/-86.5 +70/-83.7 +70/-79.6 +701-79.6 +70/-79.6 +70/-74.3 +70/-74.3 +70/-74.3 3°0 63" +70/-90 +70/-90 +70/-90 +70/-82.3 +70/-79.4 +70/-75.6 +70/-75.6 +70/-75.6 +70/-70.1 +70/-70.1 +70/-70.1 ` 67" +70/-90 +70/-90 +70/-83.5 +70/-76.3 +70/-73.4 +/-69.4 +/-69.4 1 +/-69.4 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 72" +70/-90 +70/87.2 +70/-77. LOCATIONS AND QUANTITIES,SEE SHEET �����\NY LYNN��''> 4 +/69.3 +/65.4 76" +701-90 +70/-84.6 +70/-75.2 +/-65 3 FOR ANY ADDITIONAL ANCHORS ����� ,.• 84" +70/-90 +70r so.a +7o/ao.8 REQUIRED FOR THE FRAME ASSEMBLY 1911, •/��r� TUBE. No. 58705 * - �0 ' W-Z �� '� CAS, '•:c�ORIDPrw'`G\�� NOTES: /////&/ONAL G\\��\\\ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A�L1fNf�MSLL�+R,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 12,14 TABLE 8: FOR GLASS TYPES: wilu the flwv% Design Pressure(ps�for Single Windows,All Anchor Groups 2) 7/16" LAMI (3/16" AN - .090" SIG 3/16" AN) uildk3g Cade Window Width "SG"=SENTRYGLAS%Y KURARAY AMERICA,INC. n U"Ate_ I under 23" 25-15/16- 27-7/8" 30-3/4' 1 32' -1 34' 1 37' 46" 53-1/8" 60' under 23" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15116', +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 D,a d a P r o t.wa C'tA,'I�-J' 39" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/_130 +90/-130 +90/-130 +90/-130 +90/-128.8 g) SEE SHEETS 1 . 50-518" +901-130 +90/-130 +90t-130 +90/-130 +90t-130 +90/-130 +90/-130 +90/-130 4) &4 FOR 1: 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 WINDOW WINDOW 63" +90/-130 +901-130 +90/-130 +90/-130 +90t-130 +90/-130 +90/-129.6 HEIGHT ANCHOR 67" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 ct C) LOCATIONS 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 AND 76" +90/-130 +90/-130 +90/-130 +90/-130 WINDO W� QUANTITIES. 15 +90/-130 +90/-130 +90/-130 U) 84' WIDTH W 0 ti _j Itt 6 U) TABLE 9: 0 od 0 Design Pressure(pso for Windows Attached to a Vertical Frame Assembly Tube W z SEE SHEETS I &4 < Window Width 10"MAX. FRAME FOR WINDOW _j under 23" 25-15/16" 27-7/8" 30-3/4" 1 32' 1 34' 37" 46" 53-1/8" 60" -ASSEMBLY ANCHOR 2 I U_ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group TUBE Anchor Anchor Anchor LOCATIONS AND D (n 0 Group Group Group QUANTITIES.SEE A B C F-D A B C&D A B C&D A IB,C&DI A jB,C&Dj A B,C&D A B C&D All All All WINDOW SHEET 3 FOR ANY under23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/9-0 +70t-90 +70/-90 +70/-90 HEIGHT ADDITIONAL r W 'M 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +7at-90 +70t-90 +70/-90 +70/-90 +70/-90 ANCHORS .U5 . - - W 0 U) 2: 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70A90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 q+70/-90 +70/-90 +70/-90 +70t-90 +70t-90 +70/-90 +70/-90 WINDOW ADDITIONAL REQUIRED FOR L0 00 i6 +/-57.9 +/-69.3 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.4 +70/-90 +70/-90 +70/-81 +70/-90 +70t-77.9 +70/-90 +7CO/-" ANCHOR THEFRAME N 0 0� 3: -6 Z -50-5/8- +70/-72.3 �/-_733 +70/-90 +70/-89�8 +70/-90 +70t-90 +70/-90 ANCHORS (4),IF REQ. 0 60' --+-/Tl7 +/148.9 +/-58.5 +70/-90 +70/-81.1 +70/-86.6 +70/-90 +70/-75.5 +70/-80.6 +70/-90 +/-68A +70/-90 +/-65.7 +701-90 +/-61.8 +70/-90 +70/-75.81 +70/-90 +70/-90 ASSEMBLY TUBE. U') Q1 00 D 0 Lo 0 C:> U) 63" +/-58.1 1 +/-46.5 1 +/-55.7 1+70/-88.71+70/-77.21+70/-82.51 +70/-90 1+70/-71.91+70/-76.8 +70/-90 +1-65.1 1 +70/-90 +/-62.6 +70/-90 +/-58.9 +70/-90 +70/-72.2j+70/-863j +70/-90 C) U) 2 2 LU Z U) U) ILL C:) O O z ID Z U) 0- Z < ' 0 0 TABLE 10: < Design Pressure(psf)for Windows Attachedtoal-lorizontal Frame Assembly Tube ct -C) 0 U-) Window Width FRAME L�j co urKJer 23' 25-15116' 27-719' 1 30-3/e 1 32' 1 34" 37' 'C. 53-1/9' 60' WINDOW -ASSEMBLY >Ln Anc hor Anc hor Anchor HEIGHT TUBE Q!�r- Anc Anchor Anchor cil C"j 0 dw E Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group z> N Group Group '-!OC Group Group Group I I I - - CD (n W All All All I All All I A I B C&D A I B C&D A B I C I D A B C D A B G D 10"MAX. 0_j I T J L� 0 W under 2311 +70/-90 +701-90 +70/-90 +70l-90 +70/ +701-90 +701-867 +701-N +70/-90 +701-79-2 +70AW +70/-79.5 +1-63.7 +701-76.3 +701-W +/-68-9 +/-65-2 +1-66 +701-90 +/_61 +14&g +/-M-5 +701-90 0 00 (0 F 25-15r16" 90, +70/- +701-90 +701-90 +701-90 +70/-W +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-881 +70(-90 +70/-90 +701-90 +70/-76. 90 3 +70/-90 +701- +70/-90 +1-67.5 +701-86-6 +70/-90 +701-90 Z < 1 1-- U 1z 39' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +7U-82 +70i-90 +70/-90 +7(Y-90 +701-71 +70/-813 +7(1-90 +70/�90 +/-629 +70/-72 +7U-86.2 +70/-90 ADDITIONAL LLJ L 't 0 rn 50-5f6' +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70Y-90 +70/-90 +701-90 +701M +70/-90 +70/-90 +70/-90 +701-90 +701-90 WINDOW � ANCHOR 0> IL< f-,:� 11� T 61y, +701-90 -90-90 +701-90 +701-90 +70/ +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 (4),IF REQ. 0 63. +701-900 +70/-90 +7(1-90 +701M +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 67' +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 II 72' +701-90 +701-90 +701-90 +701M +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 76' +701-90 +701-90 +70/-90 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET ....LYN/V 84' -90 +70/-90 +70/-90 3 FOR ANY ADDITIONAL ANCHORS +70/ kCENS� REQUIRED FOR THE FRAME ASSEMBLY TUBE. Na. 58705 ;IT 44/ 0 TE "tORIOP" NOTES: &10NAL 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. %"'\ 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNWULER,P.E. P.E.#58705 FOR GLASS TYPES: TABLE 11: �jC1 VISE 3) 7/8" LAM I. I G: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) ce plyirx Design Pressure(psf)for Single Windows,All Anchor Groups a Cad£ kw No Window Width "PVB"=TROSIFOLR PVB BY KURARAY AMERICA,INC. ' + cam .fan,,m DAe m under23" 25-15/16" 27-7/8" 30-3/4" 32" 34" 37" 46" 53-1/8" 60" under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 25-15/16" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 � ' 39" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-83.2 +70/-73.1 rn SEE SHEETS 1 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70l-90 +70/-90 +70l-80 = &4 FOR 60" +70/-90 1 +70/-90 +70/-90 +70/-88.8 +70/-85.8 +70/-81.7 +70/-76.2 WINDOW WINDOW 63" +70/-90 +70/-90 +70/-90 +70/-84.4 +70/-81.5 +70/-77.5 +70/-71.9 HEIGHT ANCHOR C)6' +70/-90 +70/-90 +701-85.6 +70l-78.3 +70l-75.3 +70/-71.2 LOCATIONS 72" +70/-90 +70/-89.5 +70/-79.4 +70/-71.1 +/-67A AND C 76" +70/-90 +70/-86.8 +70/-77.2 +/-66.6WIND QUANTITIES. G 84" +701-90 +70/-82.5 +70/-72.7 WIDTHH W d Q >_ 2 z � f- E- °,Q (n 3 I TABLE 12: 06 ° C�C Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube - z G 10"MAX. FRAME Q Window Width ASSEMBLY m 7-7/8" 305/4" 32 3T 'W. 53-1/8" 60" TUBE rrJIL under 23 2515116" 2 v ° J Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B,C&D A B,C&D A B,C&D A B,C&D A B,C&D A B,C&D A B,C&D WINDOW W ti under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 HEIGHT a v m 2515/16 +70/-90 +70l-90 +70/-90 +70l-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70l-90 +70/-90 +70t-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 ~ N W ADDITIONAL ® (n 2 39' +701-90 +70t-75.2 +70/-89.9 +70/-90 +70/-83.1 +701-90 +70/-90 +701-77.4 +70t-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.4 +70/-90 +70/-90 +70/-90 +70/-81.2 +70/-83.2 +70l-71.9 +70/-73.1 WINDOW W ANCHOR 50-5/8" +70/-72.3 +/57.9 +/-69.3 +70/-90 +/-64 +70/-90 +70/-90 +1-59.6 +70/-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +70/-90 +70/-73.3 +70/-90 +/57.3 +70/-90 +/-54.2 +70/-80 WIDTH (4),IF REQ. N 0 ° z G 60" +/-61 +t118.9 +/-58.5 +70l-90 +/-54 +70/-86.6 +701-90 +/-50.3 +70/-80.6 +70/-90 +/-68.4 +70/-88.8 +/-65.7 +70/-85.8 +/-61.8 +70/-81.7 +1-56.8 +70/-76.2 00 O In 63" +/-58.1 +/�6.5 +/-55.7 +70/-88.7 +/-51.5 +70/-82.5 +70/-90 +/-47.9 +70/-76.8 +70/-90 +1-65.1 +70/-84A +/-62.6 +70/-81.5 +/-58.9 +70/-77.5 +/-54.1 +70l-71.9 El C 0 0 0 0 SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Y Y W z SEE SHEET 3 FOR ANY ADDITIONAL (n (n W p ANCHORS REQUIRED FOR THE FRAME nIt - ASSEMBLY TUBE. O O z C� I o z a a O m' O .a(n Z m TABLE 13: 3 W o_ o o Q n Design Pressure(psf far Windows Attached to a Horizontal Frame Assembly Tube Window Width FRAME w Hur�er23" 25-15/16' 27-718" 30.34' 32` 34'* 37" 46" 53-118'" 60" WINDOW ASSEMBLY ® � o °N Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group HEIGHT TUB or) O tiW Group Group Group Gaup Group r M o z W O pwvWi All All All All All A I B C&D A B C&D A B C D A B C D A B C D 10"MAX. w o = fr under 23" +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-86.2 +701-90 +70/-90 +701-79.2 +701-W +70/-79.5 +153.7 +70/-76.3 +70f-90 +/58 9 +15&2 +/-66 +70/-90 +/-61 +/-48.9 +158.5 +701-90 w R 71 1 25-1&16" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70t-90 +701-90 +701-8T6 +70/-90 +70/-90 +70/-70.5 +70/-90 +701-90 +70t-90 +t-61 +70/-90 +70/-90 +70/-90 +/54 +70/-86.6 +701-90 +70/-90 =U >°z a U-^ d- w 39, +70t-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-67.4 +70/-90 +70/-90 +70/-70.3 +70/J&1 +70/59-9 +701- +150.7 +/55.1 +70I-77.8 +70-83.2 +/44.9 +f57.6 +158.9 +70f-73.1 ADDITIONA Li; � o)a J O 0 50-&6' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-85.5 +70/-90 +701-90 +70/-89.8 +701-90 +70/-90 +/-63.2 +701-80 +70/-80 +70t-80 WINDOW _ ANCHOR o i 60" +70±-90 +70/-90 +70/-90 +70/-88.8 +70/-85.8 +70/-81.7 +701-81.7 +701-81.7 +701-75.8 +701-76.2 +70/-762 WIDTH I-`- (4),IF REQ. o z w U 63, +701-90 +701-90 +701-90 +70/-84A +70/-81.5 +70/-7T5 +70/JT5 +701-77.5 +70/-71-9 +701-71.9 +70/-71.9 67" +701-90 +70/-90 +70/-85.6 +70/-78.3 +70/-75.3 +70/-71.2 +701-71.2 +70/-71.2 III I 72' +7&-90 +7&i 89.5 +701-79.4 +70/-71.1 +/-67.1 SEE SHEETS 1 &4 FOR WINDOW ANCHOR ���� �Y LYNN 76' +70/-90 +7U-86.6 +70/-772 +/-66.6 LOCATIONS AND QUANTITIES.SEE SHEET ����� ,.•••••... // 64" +701 +701$2 5 +70/-727 3 FOR ANY ADDITIONAL ANCHORS �ICENSF'%``� REQUIRED FOR THE FRAME ASSEMBLY �Z , TUBE. _* No. 58705 S T F �44/� NOTES: ®®NAL\\\\ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: TABLE 14: mrowey P'BVISED 4) 7/8" LAM I. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) it sh--Am& Design Pressure(pso for Single Windows,All Anchor Groups Window Width "?VB"=TROSIFOL®PVB BY KURARAY AMERICA,INC. 'WOO WI z under23" 25-15/16" 27-7/8" 30-3/4" 32" 34" 37" 46" 53-1/8" 69' rat under 23" +70/-90 +70/90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 Y 25-15/16" Prod*ct C 39" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-81.2 SEE SHEETS 1 D rn +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 't4 50-5/6' +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.8 &4 FOR 69' +70/90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-84.6 WINDOW WINDOW 00 63- +70/90 +70/90 +70/90 +70/-90 +70/-90 +70/96.1 +70/-79,9 HEIGHT ANCHOR +70/-90 +70/-90 +70/-90 +70/-87 +70/-83.6 +701-79.1 LOCATIONS 2, +70/-90 +70/-90 +70/-88.2 +701-79 +70/-74.. AND 76, +70/-90 +70/-90 +70/85.8 +70/-74 WINDOW 84" - WIDTH QUANTITIES. +70/-90 +70/-90 +70/-80.8 tiO 6 < U) TABLE 15: 0 Uj z 06 Design Pressure(ps�for Windows Attached to a Vertical Frame Assembly Tube 10"MAX. FRAME - 2 /-ASSEMBLY < Window Width TUBE under 2W 25-15/16" 27-7/8" 30-34' 32" 37" 46' 53-1/6' 60.1 LL o (D Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor WINDOW 0 Group HEIGHT Q) ()0 A B C D A B C&D A B C&D A B,C&D A B,C&D A B,C&D A B,C&D A B C&D A B,C&D All Uj _2 Cl) under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/795- +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 WINDOW ADDITIONAL W rn U) 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 1 +70/-90 ANCHOR +70/-90 +70/-90 +70/-87.4 +70/-90 +70/-90 +70/-90 +70/-90 +701-81.2 +70/-90 1+70/_ 1. WIDTH (4),IF REQ. U') 00 W 0 43 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/-83.1 +701-90 +70/-90 +70/-77.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 04 0 Z -50-5/8" +70/-72.3 +/-5T9 +/-69.3 +70/-90 +/-64 +70/-90 +70/-90 +/-59.6 +70/-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +70/-90 +701-73.3 +70/-90 +/-67.3 +70/-90 +70/-72.2 +70/-86.8 +70/-88.8 L0 00 D LO 60" +1-61 +148.9 +/-58.5 +70/-90 +/54 +70/-86.6 +70/-90 +/-50.3 +70/-80.6 +70/-90 +/-68.4 +70/-90 +/-65.7 +70/-90 +/-61.8 +70/-90 +/-56.8 +70/-84.6 SEE SHEETS 1 &4 FOR WINDOW C:> z 0 U) 0 63" +/58.1 +/46,5 1 +/-55.7 1+70/-88.71 +/-51.5 1+70/-82.51 +70/-90 1 +/-47.9 1+70/-76.81 +70/-90 +/-65.1 +70/-90 +/-62.6 +70/-90 +/-58.9 +70/-86.1 +/-54.1 +70/-79.9 ANCHOR LOCATIONS AND QUANTITIES. z SEE SHEET 3 FOR ANY ADDITIONAL Y Y LLJ ANCHORS REQUIRED FOR THE FRAME (n U) 0 ASSEMBLY TUBE. 0 0 z (Z' U) U) (D 10 0 Z75 z < TABLE 16: o m WZ-,0 < CC Q, Cn Design Pressure(psf)for WincIGws Attached to allorizorgai FrameAssembly Tube Window Width FRAME under 23" 25-15116' 27-7/9' 30-3/4!' 32, 34" 37" 1 46" 53-1/8" 130" WINDOW -ASSEMBLY Ln rn HEIGHT- TUBE 0 'j 'C')) Anchor Anchor Anchor Anchor Anchor Arc Anchor Group 0 z> " E Anchor Group Anchor Group Anchor Group �O -_Q� Group Group Group Group Group N U)W TUJBE, All All All All All A B C&D A B C&D A I B C I D A B C D A B I C D 10"MAX. o-i T J L, C) 0� under 23" +701-90 +70/-90 +701-90 +701-90 +70/-90 +70t-90 +70t-86-2 +701-90 +70/-90 +70/-792 +70/W +701-79.5 +/-63,7 +70/-76 3 +70/-90 +/58,9 +/55,2 +/-66 +70/-90 +/-61 +/48.9 +/585 +70/-90 0 00 (D U)(n Z Fr zo,Il < 2&15116", +70/-90 +70/-90 +701-90 +70/-90 1 +701-90 +701-90 +701-90 +701-90 +701-876 +701-90 +70/-90 +70/-70,5 +701-90 +701-90 +70/-90 +1-61 +70/-90 +70/-90 +70i-90 +1-54 +70/-86,6 +70/-90 +70/-90 = >_ U I Z(D O-( D-81,2 A 39' +70/-90 +70/-90 +70/-90 +70J-90 +701-90 +70/-90 +70/-90 +70/-90 +701-87.4 +70/-90 +70/-90 +70/-703 +701-75.1 +70/-Wg +70f-90 +1-60 9 +/-65.1 +70/JT8 +70/-90 +/-44-9 +/-57,6 +/-669 +70/ Li L'i 50-&&' +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-85Z +70/-90 +70/-90 +701-89.8 +70/M +70/-90 +70/-72,2 +70/-86,8 +70198,6 +70/-88.8 WINDOW ANCHOR 0 < WIDTH (4),IF REQ. r-:� 69, +70j-90 +70i-90 +701-90 +70/-90 +701-87.6 +7D-90 +701-90 +70/-90 +70/-84.6 +701-84,6 +70/-84.6 0 631 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/961 +70/-86,1 +701961 +70/-79-91+701-79.9 +70/-79.9, 67' +701-90 +701-90 +70/-90 +701-87 +70/M.6 +70/-79.1 +7a(-79 1 +70f-791 +701-90 +70/-90 1+70/-882, +701-79 +7&-7416 SEE SHEETS I &4 FOR WINDOW ANCHOR LYN/V +70/90 +701-90 1+70/-85-81 +701-74 1 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS OCEN +70/-90 +701-90 I+70/-80.8I 1 REQUIRED FOR THE FRAME ASSEMBLY TUBE. No. 58705 &o0 SUTE ;A 40RI ///ass/ONAL ��G��� NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: TABLE 17: -pA-3oUC'r REVISE, Design Pressure(psi)for Single Windows,All Anchor Groups 5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SIG - 3/16" AN) w kb thd yh�WW Buiidc�g Ci Window Width 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR 3/16" AN - .090" SG 3/16" AN) under 23" 25-15/16" 27-7/8" 30-3/4" 1 32" 34" 37" 46" 53-1/8" 60" -under 23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 I's G"=SENTRYGLAS BY KU RARAY AMERICA,INC. liy 25-15116" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 39" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 rn 50-6/8" +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 SEE SHEETS 1 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 &4FOR cc 67" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 WINDOW WINDOW 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 HEIGHT ANCHOR 76" +90/-130 +90/-130 +90/-130 +90/-130 LOCATIONS E141. +90/-130 +90/-130 +90/-130 L_wINDOW AND Qn _j QUANTITIES. LU C) WIDTH _j LU Lti < Z 2 .< U) TABLE18: 0 06 Design Pressure(pso LU z for Windows Attached to a Vertical Frame Assembly Tube 10"MAX. FRAME - :5- Window Width ASSEMBLY < k- TUBE under 2S' 25-16/16" 27-7/8" 30-3/4" 3T 3T 46"_ 53-1/8" 60" _j .2 (D LL D Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Anchor Anchor WINDOW Q, 0 Group Group Group HEIGHT � B C&D A B,C&D A B,C&D A B,C&M A B C&D All All All W 0 A B C D A B C&D A I under 23" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 ADDITIONAL ~ C14 2� WINDOW ANCHOR (/) LIJ U)11 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90- +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 Lij 0 - WIDTH (4),IF REQ. 43 0) LO 00 T_ 39" +70/-90 +70/-75.2 +70/-89.9 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 N 0 -6 Z +/-67.9 +/-69,3 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.4 +70/-90 +70/-90 +70/-81 +70/-90 +70/-77.9 +70/-90 +70/-73.3 +70/-90 +70/-89.8 +70/-90 +70/-90 +70/-90 1 1 50-5/8" +70/-72�3 Q) LO 00 90 +70/-90 Z 0 60* +/-61 -48.9 +/-58.6 +70/-90 +70/-81.1 +70/-86.6, +70/- 75.51+70/-80.6 +70/-90 +/-68.4 +70/-90 +/-65.7 +70/-90 +/-61.8 +70/-75.8 +70/- SEE SHEETS 1 &4 FOR WINDOW Z C:) U) 0 +/ +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +70/-77 2t-+7-0/-82.51 +70/-90 1+70/-71.91+70/-76.81 +70/-90 +/-65.1 +70/-90 +/-62.6 +70/-90 +/-58.9 +70/-90 1+70/-72.2 +70/-86.71 +70/-90 ANCHOR LOCATIONS AND QUANTITIES. U) SEE SHEET 3 FOR ANY ADDITIONAL W Z ANCHORS REQUIRED FOR THE FRAME C) It ASSEMBLY TUBE. r-- 0 0 z Z U) Z < a 110 .(I F-�_- u LLJ Q) C TABLE 19: c 0 of < (/Q), Design Pressure(psf)fbrWindws Attacltedtoal-forizontal Frame Assembly Tube Window Width FRAME 37' 46" 53-1/8" WINDOW -ASSEMBLY Lo under 23" 215-15/16' 27 J/9' 30-3/4�' 3'Z' 34' HEIGHT TUBE 0 0 6 Ed Anchor Anchor Anchor Anchor hor Archon 0 z> -N H Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group (0 -_W Group Group Group Group Group I CD W All All All All All A B C&D A 6 C&D A I B C D A B C D A B C D 10"MAX. 0 __j� ' F- under 23" +701-90+701-90 +701-90 +70t-90 +701-90 +70/-90 +70/-90 +70/-86-2 +701-90 +70/-90 +70/-792 +701-90 +701-79.5 +/-63,7 +701-76.3 +70/-90 +/-68,9 +/-5&2 +/-66 +70/-90 +/_61 +14&g +/-5&5 +70/-90 0Z L'� -00 � 't ::,x < 21-1&16" +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +7a'-90 +701-90 +701-88.1 +70(-90 +70/-90 +701-90 +701-76,3 +70/-90 +70t-90 +70/-90 +/-6T5 +70/-8&6 +70/-90 +T01-90 0 I CD 0-9 39' +70/M +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 1 +701-90 +70/-90 +701-90 +70/-82 +701-90 +70/-90 +70/-90 +701-71 +70/-81.3 +70/-90 +70/-90 +/529 +701-72 +701-86,2 +70/-90 ADDITIONAL Li Li 0 F_ 0 M rn 50-51 9' +701-9090 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70i-90 +701-W +70/-90 +70/-90 +701-90 +70/-90 +701-90 WINDOW ANCHOR > EL<0 T_ 69, +70t-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 WIDTH (4),IF REQ. 63' +701-90 +70/-90 +701-90 +701-90 +70/-90 +70!-90 +70f-90 +70/-90 +70/-90 +70/-90 +70/-90 c: 67" +70/-90 +701-90 +70/-90 +701M +70/-90 +70/-90 +70/-90 +70/-90 72' +701-90 +70/-90 +701-90 +70/-90 +701-90 SEE SHEETS 1 &4 FOR WINDOW ANCHOR LYNN 76' +70/-90 1 +701-90 +701-90 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET ........ \'\CENS,� 3 FOR ANY ADDITIONAL ANCHORS 64!' +7U-90 +70/-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY TUBE. No. 58705 101". ST TE F 4U WRI /ONAL NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 TABLE 20: Item Dwg. # Description Mat. 1 7002 Main Frame Head,Sill &Jamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR C c 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom&Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel AS REQUIRED PER 2 6 7078 Frame Gasket Vinyl Foam TABLE 3,SHEET 4 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip.187"x .275" Flex PVC 70 3 10 7024 Maxim Multi-Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 7 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 3 21 7034 Operator Track&Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber,Anti-blowout Clip Steel 5 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 85 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp(Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp(Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Key Polypropolene 6 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 4 INTERIOR 64 320 iCasementScreen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. PRODUCT RRVfSED as lying with dw 72 Maxim Pivot Slider Assembly Steel Floddf 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 86 ` I 1 ° 7.0 81 1157 #8x 1/2" Ph. Pn.SMS Stainless Steel Revised By: Dote: Revision 82 #8x 5/8" FI. Ph.SMS Stainless Steel \\��� NY LYNN % JR 05/25/17 NO CHANGES THIS SHEET. Nfianai Ft� 83 #8x 7/8" F.H. Ph.SMS Stainless Steel Revised By: Dote: Revision 84 #8x 1" Fl. Ph.TEK Stainless Steel 85 #8x 1"Quad Pn SMS Stainless Steel _ * No. 58705 wn By: 86 #8x 1-1/2"Quad Pn SMS Stainless Steel -v — �- _ BOMoAND CORNER VIEW J�ROSOWSKI 87 #10 x 1/2" Ph. Pn./TEK Stainless Steel %-PO'. �/ 1070 TECHNOLOGY DRIVE 89 #10-24 x 9/16" Ph. Pn.TYPE F Stainless Steel FT TE F �<C/� N. VENICE, FL 34275 Title: Date: �S%-.,ZORIDP. G\\� (g41) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 90 #12 x 1" Ph. Pn.TEK Stainless Steel %� S® ����� COPYRIGHT©2017 �/// ONAL �� PGT INDUSTRIES, INC. SerieslModel: Scole: Sheet: Drowing No. Rev: A.LY�IR�IiAILL� P.E. ALL RIGHTS AW-740 NTS 10 OF 11 MD-AW740LM C P.E.#58705 CERT. OF ALTH. #29296 .062" SL 4 NOM. .434" SILICONE 4AN MELT BUTYL � .125" STRUCT 2.919 STRUCTURAL SILI3/16"NOM. NOM. 2.701" 1/4"NOM. 439" POLYISOBUTYLENE .062" WITH DESICCANT DESIC 1.1591, 2.139" EXT.GLASS EXT. GLA 2.784" N.093" O1 FRAME HEAD, 3 SASH TOP, 71 FRAME SILL&JAMB O BOTTOM &SIDE O ASSEMBLY TUBE INT.GLASS .GLASS #7002, 6063-T6 #7003, 6063-T6 #7004, 6063-T6 goo KODISPACE 101 SUPER 1.356" 4SG TPS 0 SPACER® NXTTM .040" 1.000" .050 1 �_� .441" 1.187" 423" 4j n n .095" ALUMINUM FIXED REINFORCEMENT POLYISO- DESICCANT FILL AREA ANCHOR PLATE SCREEN FRAME ADDON FLANGE BUTYLENE 5/16"NOM. O #7071, 6063-T6 60 #7006, 3105-H14 70 #134, 6063-T6 5/16"NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL 706" .523" EXT. GLASS .050" .050" � EXT.GLASS .865" � .865" INT. GLASS INT. GLASS BEAD B BEAD C DURASEAL® XL EDGETM 36 �02 1os O #7036, 6063-T6 #7042, 60 3-T6 SPACER 0 SPACER .172" Part# Description Material 870"—L— .050" 100 Kommeriing 4SG TIPS Spacer System .569" 101 Quanex Super Spacer nXT with Hot Melt Butyl See this BEAD D T',0DCCT RE V1 Eu Sheet for 37 #7059, 6063-T6 a- e plyi g ifn i da 102 Quanex Duraseal Spacer $uildiug C Materials .20 103 Cardinal A- Edge Spacer 4 o m t 'Fation Dow- REFERENCE TEST REPORTS: FTL-8717,8968&8970 oNY LYNN /®�i Revised By: Dote: Revision v LICENSE ®�` /i J R 05/25/17 NO CHANGES THIS SHEET. , Os 13 �.' .� Revised By: Dote: Revision * No.58705 0 Description: wn EXTRUSIONS & SPACERS JaROSOWSKI 1070 TECHNOLOGY DRIVE A, ORIDP,. ���� N. VENICE, FL 34275 Title: Date: %, S® NG (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 2017 I %\\ ��`� PGT INDUSTRIES, D IEES,INC. Series/Model: Scale: Sheet: Drawing No. Rev: fillA.LYNN MILLER,P.E. ALL RIGHTS RESERVED AW-740 NTS 11 OF 11 MD-AW740LM C P.E.#58705 CERT. OF AUTH. #29296