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HomeMy WebLinkAboutProduct Approval Property Information 01Building Information Owner: Carolyn Slater Wind Zone: 160 MPH. Address: 431 Paurotis Ln Exposure Category: B Ft Pierce,F134982 ; Minimum Building Dimension: 30 ft. H Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 34 34 7 32.5 -35.2 .................. ... _........ . . ....... .............. ...... ... .... .... ......... ...._.. ._ ........ .......... _._._... 2 End 73 60 7 30.1 -38.8 ...................... ....._.._..__..... ...... ...._.. ......._ ...... ......- ... .__...._.... .. 3 Int 51 60 7 30.9 -33.6 ........ ........ .._._ __. ............................................-__. ..........................._...__._. .......... . ........ ........... ....... ._....._.. ._. 4 Int 26 26 7 32.5 -35.2 ..................................... _ .... .......................................................... _._ 5 Int 26 37 7 ..... 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 I r Y � tY i� p { x � ;ZI BCIS Home I Log In User Registration Hot Topics i Submit Surcharge Stats&Facts ; Publications FBC Staff i BCIS Site Map Links Search I Product Approval {, y� 'USER:Public User �?u > >Anchatgn Ist>Application Detail ? FL# FL2E .4�33jLR1'8 Application Type Revisio Code Version r Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer AffPGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/28/2016 Date Validated 06/29/2016 Date Pending FBC Approval Date Approved 07/03/2016 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed (Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F'€..24_::. 1. C. .:A•'."i 3.f1F;_1;9.?.o i°.r;cf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL'4:; Zi '`-'` 9.'. f ...F Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Aluminum Fixed Window used with Casement/Awning Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1 1..243 :1.8 .AC: 1S 01;119 1 Approved for use outside HVHZ:Yes Quality'Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.3 PW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency,Certificate Approved for use in HVHZ:Yes F24.3. . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 108/18/2021 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL Vie- :ZI8 II Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL<1:4 3 R18 C CAC' 1.5 0612_13.i& Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL,2A3 ',18 ?_ ' _.",E 7,2_t,3, f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL/2".3-111.8.0 Cr::' 1.5 052%.27. _` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 RIC, is 115-0528.271201f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW-720(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.4 ?Z1.8 15-0528.26.:e-' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of F€..)4 ?18 H `: Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing I Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.7 PW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL3.,_K;1 CA 1'S Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact-Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of €I..`4: R? Ii I E-v`2S,2Ei oc f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes €E..2•'+: ?1.? C; :";fi." 7. ;.2?5.:_'..... r _...._ .................. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL -:__, .,£.__'..___ 12;5,,_;_.1?,f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes &143 E1£ C Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL247 RIS II 15-060,9.0,6 L t,c;,d Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F_E„1.?._._rt1_RC"A:_1.;_i509_.10 __Ic` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FI,;��>3 P;1 ; si_i• .ab€I?.v' Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: i 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2*- R18CAC 14.-10930.2 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL-­A.3._._PIP-_IF__4-0930,24. ' —_ Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes A-2_3 ?_18 C CA. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL2 ?. _Jut8 IT fes= Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 24313aiPW,-5520(LargeMissile=Impact) :-� VinyLFixed-Window`'' r Limas of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL,2".r Rib C CA!- 14-09H.-5,-j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 IZ18 T� 11.4-(IS30. 1df Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.14 j PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes R:12..4-3 R1.8 s_..CAC i: :_ '.;.:.;)I. : Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of f E7:_.._. :Fi._.._..._5_):;t;r.{1:,.(', Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports I Created by Independent Third Party: Back tvex tl Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if ' they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under - Chapter 455,F.S.,please click here. Product Approval Accepts: ,? Lkr7AA. LEEcd De cf< Card Safe MIAMI-RADE MIAMI-DADE COUNTY mom 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) rrryvw.miamidadc.Qovleconomp 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). ThisNOA 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 Vel�ty_hiun•icane Zone. DESCRIPTION: Series "PW=5520 V yl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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, modeUseries, 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 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. 14-D930.25 MIAMI•DA®UNTY fj Expiration Date: Apri130,2020 1 Approval Date: Apri130,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by. manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 Entiy Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897,dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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 of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. Manuele►ez,P.E. Product Contr94 E aminer NOA No. -0930.25 Expiration Date: April 30,2020 Approval Date: Apri130,2015 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant l3 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-201.0 and FBC-5'h Edition (2014),dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel z,P.E. Product Contr I E aminer NOA No. 4-0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGEBSMALLMISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 8.10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 4.13 _ MAX.BUCK WIDTH SEE TABLES 4.9 HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 1.25'MAX. MAX.O.C.SEE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE - dpprnvcd as c.ropyIugxltA ihF �f- TABLES 4-13 6'MAX. D,SEE - MAX.O.C.SEE TABLES 4.9 FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 4 SHEETS Fled u1dIn0C LITE(CAP)MUST TEMPERED. ,T 1) •NOAO 5 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE Tiq VISIBLE Mlnml In e Prod. COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR I LIGHTWIDTH,EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND MAX.BUCKOy.CONCRETE WITH MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE ___TABLES 4.13 - -4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X FI (LONG ORINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SHORT SIDE)SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK OR GREATER.1X AND 2X t VISIBLEBUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A A,SEE C LIGHT C,SEE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE SHEET3HEIGHT SHEET4 ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). MAX.BUCK5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR HEIGHT,SEESTUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. TABLES 4-9 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX.O.C. (LONG ID Ill .�-• STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I O.C. I SHORT SIDE) > '^aa AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4.13 MAX..SEE _�, co ❑ 6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLE 9 - N r- a1.0 O� IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED Cj N to LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESISTD -d - 1.25'MAX. O co B -- 6'MAX. J rn o erg ❑ LOADS IMPOSED ON THEM BY THE WINDOW. ---�-- O cV LL o TYP.EQUAL-LEGIBOX& TYP.INTEGRAL-+FINt J-CHANNEL z LL u,a m 7)DESIGN PRESSURES: FRAME,90;�,CORNERS)'{- =W ' FLANGE FRAME(90°CORNERS) v U X- 2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAVCYCLE TEST PRESSURE,FRAME ANCH.OftED THROUGH"NAIL FIN) Lu- o U) ANALYSIS AND GLASS PER ASTM E1300. r 1.25"MAX. I CD z 00 O Z 2MQ B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE iL r TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6'MAX. -+I I+ ~o Z a Z rn O LL B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W MAX. `'/ MAX V Z W LLO WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% \ O.C. J r STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 MAX.O MAX.O.C.SEE SEE m 3IZ sLOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. SEE TABLES TABLES 4.9 10 ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET TABLES ®THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4 13 111... 4-9 MAX.O.C.9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER ¢SEE TABLES VISIBLECURRENT FLORIbA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING u VISIBLE 4.13 LIGHTJURISDICTION. O 04LIGHT - HEIGHT REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX HEIGHT MAX.BUCK wNOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& MAX.BUCHEIGHT,SEE OBRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN HE GHT,SE TABLES R SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN (LONG OR a5 TABLES 4.9 MANUALVISIBLE SHORT SIDE) VISIBLE (LONG OR SHORT SIDE) LIGHT WIDTH �� .� LYNN 7� 7� 11)PVB AND SG INTERLAYERS MANUFACTURED BY E.I.DUPONT DENEMOURS&CO.,INC. LIGHTWIDT � ...,AKA KURARAY AMERICA,INC. ENS6'MAX. . __L GENERAL NOTES.........................1 . .ELEVATIONS.................................1 - MAX.O.C.SEETABLES4-9 -�(i^- 1.25'MAX• Na.58705 6'MAX. 1.25' FRAME,GLASS&ANCHOR - MAX.O.C. - u OPTIONS... ........._...........2 VISIBLE LIGHT FORMULAS SEE TABLES 4-13 MAX. ;-O `?�a MAX BUCK WIDTH SEE TABLES 4-9 1 7 I�:'�= INSTALLATION,FLANGE& WIDTH:BUCK WIDTH-4-3116' MAX.BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) ���'• STAT OJF ((7 EQUALLED..........................3 HEIGHT:BUCK HEIGHT-4.3/16' L (SHORTORLONGSIDE) 'ice FCORIDP,.•' \\�� INSTALLATION,INTEGRAL FIN& TYP.INTEGRAL FIN& TYP.EQUAL-LEG/BOX& J-CHANNEL FRAME(CURVED OR G` J-CHANNEL..........................4 'i "..... �� GLAZING DETAILS........................5 FLANGE FRAME(CURVED- ANGLED CORNERS) '',S�ONAL E DESIGN PRESSURES...................6-10 OR ANGLED CORNERS) BOM&ASSEMBLY.......................11 (ANCHORED THROUGH NAIL FIN) A.LYNN MILLER,P.E. REX 6870.5 TABLE 1: Glass Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.* Type Description xt o So /je,-A08-pace+5ff6"'I]a-mTn-5fed;(2YLIFe-s-of-178" A-Glass with.050"PWIntedayer--4- 8 er 7/8-tDimittit6dl:G:-1/WTEi�te-tioi-ca-p-+7/1S`AIrSpace-v6f1W- aminated`,-(2)Lites-of-I °A-GIass'vAth-.M1-PV8-IRteriay - ANNEALED or__5 HEAT STRENGTHENED 9 718*Laminated I.G.:3116"A Exterior Cap+318"Air Space+5116"Laminated,,(2)I-Ites of 1/8"A Glass With.0901 PVB Intedayer 6 'r=TEMPERED - 'PVB'=�09G'PVB INTERLAYER 10 718"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intatlayer 6 SG'=.090'SENTRYGLAS BOX OR 1t V Laminated I.G.:118"T Exterior Cap+7116!Air Space+7/16'Laminated;(2)Liles 0(3/16'A Glass with A90'PVB Interlayer 7 INTERLAYER EQUAL RED 12 1"Laminated I.G.:3/16n A Exterior Cap+318"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090"PVB Interlayer a FLANGE LEG 13 1"Laminated I.G.;3116"T Exterior Cap+3/8'Air Space+7/16"Laminated;(2)Liles of 3116"A Glass with.090"PVB Interlayer 9 14 1*Laminated I.G.:3/16'A Exterior Cap+3161 Air Space+7/16'Laminated;(2)Liles of 3i'le,A Glass with.090*SG Intedayer to 15 V Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7116"Laminated;(2)Liles of 3/16'A Glass with.090"SG-Intedayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Ex lerfor Cap+7/16'Air Space+7116"Laminated;(2)Liles of 3/16"H Glass With.09 12 17 MAY NOT BE USED WITH ld J-CHANNEL OR INTEGRAL '17 1"Laminated 1.G.:3/16"T Exterior Cap+378"Air Space+7/16'Laminated;(2)Liles 01 3116"H Glass With.09 13 FIN FRAMES. TABLE ANCHORS INSTALLED THROUGH FRAME 'MIN.OF 3 THREADS Group Anchor Substrate Min.Edge Min, BEYOND THE METAL Substrate MI1' Distance Embedment' 7_=� SUBSTRATE.FOR P.T_S( �_7 Sm'P '(Sq_O, _0 P.TT-'Soul , 'a STEEL STUDS,MIN #10 SMS --TO-50' Fu=46 KSI. J-CHANNEL INTEGRAL S.S--(steel,x18.8 SteelFIN Steel Stud,A653 Gr.33* 318, or 0.0451*(18 Ga.) 'UNGROUTED CMU'CA? Aluminum,6063.75' 3/8" 0.050" VALUES MAY BE P.T,Southern Pine(SG=0.55) 7/116" 1 /811 USED FOR GROUTED CMU APPLICATIONS. on o 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-318' I UngroutedCMU,(ASTM C,9u) 2-112- 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9116' 1-3t8' B (steel,18.8 S.S. Steel,A36' 378. 0.050" or 410 S.S.) Steel Stud,A653 Gr.33, 318, 0.0451"(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES I- Aluminum,6063-TV 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 610. C 114"steel Ultracon Concrete(min.2.85 ksi) "14" Ungrouted CMU,(AS C-90) --2-1-12* 1-1/4' LONG LONG LONG SHORT SIDE- SIDE SIDE -j SIDE I-- 114"steel Cme-tegex .35 kSI) -13/4' T r- 17--- - T 114"steel Ultra P.T.Southern Pine T 0 �w 1W steel Creteftex UngroUted CMU, 2-11/Z' 1-114" Joe Ii 1,we Gj P.T.Southem-Pffic&3- =0.65) -V 1-3/8" 1 Ntt" D I 'steel P.T.Southern Pine(SG=0.55) t" 1.318" w Aggre-Gator Z. Grouted CMU,(A§-TM-G90) 2- LONG LONG LONG LONG LONG c7 Florldnding d SIDE SIDE SIDE SIDE SIDE z a- 1/4"sisal Ultracon Concrete(min.2.05 ks 1) 2-1/2" 1/4'steel Creteflex Concrete(min.3.35 ksl) 2-1/2' F"-7 J/ lip 0 T T IF I TF--- T T 1/41'steel Aggre-Gator' Concrete(min.3.275 ksl) �wdr Prods 1-112, 1.31W w w "M v 00 1.e Mtn !--Q 3:F. Mtn TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Ic Anchor Substrate Min,Edge Min. Distance Embodmemt* LYNN E 2-112 x.131"Common Nall P.T.-Southern Pine(SG=,55) �a.... 318 2-7116* 2-1/2'Ring shank Roofing Nall No P.T.Southern Pine(SG=.65) WIP 2-7116' #10 Trusahead SMS P.T.Southern Pine(SG=,55) 112" 1.318" Z' No.511705 VINYL FIXED WINDOW NOA(LM&SM) 919/14 (Steel,18-8 S.S. Aluminum,BG63.T5* 318" 0.050" 1c) Steel stud,Gwq m or 410 S.S.) 3' 3f80.0451'(18Ga.) GLASS/ANCHORS/FRAME OPTIONS al J ROSOWSKIw. F Steel,A I -,)3 0 STA.�V 36* 318" 0.050" P.T.Southern Pine(SG=.55) 0116* 1-318" 'MIN.OF 3THREADS CERT.OF AUTH.#29296 lit I #12 SMS ........... . (steel,18-8 S.S. Aluminum,6063.TS* BEYOND THE METAL Steel Stud,Gr.33' SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE ,'-70NAI- or4lOS.S,) STEEL STUDS,MIN N.VENICE,FL 34276 ID Steel,A36' 3/8' FU=46 KSL (941)-480-1600 PW-5520 N NTS 2 OF 11o z MD-5520.0 A.LYNN MILLER,P.E. INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION_2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX INSTALLATION - DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT ANCHOREDTHROUGH EDGE DISTANCE 114'MAX. 1/4"MAX. FRAME INTO 2X WOOD SHIM FRAME OR BUCKSTRIP. 2 4 SHIM SEE NOTE 2,THIS SHEET. EDGE �I EDGE Q EMBEDMENT DISTANCE 5 I � DISTANCE FLANGE FRAME _ SHOWN TYP.ANCHOR TYPE, 1"THICK I.G. 9 •• TYP.ANCHOR TYPE, �SHI MAX, EMBEDMENT AND 2 EMBEDMENT AND EDGE �� SHIM DISTANCE PER D EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. B a EDGE DISTANCE PER SUBSTRATE,SEE 5 TABLE 2,SHEET 2. • GE�O FLANGE EXTERIOR f VISIBLE LIGHT WIDTH 7 EQUAL- FRAMEnn LEGIBOX NOTES: SHOWN VFRAME 718'THICK I.G. BUCK WIDTH SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX VISIBLE 1-112"THICK ARE TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL 114•MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE I BUCKS DEPICTED AS 2X ARE 1-112"THICK OR TABLE 2,SHEET 2. 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)VISIBLE LIGHT WIDTH ORHEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL Approved no emnplping wilh 0n. FRAMELEGIBOX iFloridn uidin0 ad SHOWN FRAMEOnle TYP.ANCHOR TYPE, OD� EXTERIOR SHOWN D o Naml deProduclC EXTERIOR (�7 EDGED DISTANCE D 4 O L JI EDGE DISTANCE PER EPy SUBSTRATE,SEE INSTALLATION INSTALLATION TABLE 2,SHEET 2. OPTION 4 EQUAL- OPTION 4 LEGIBOX. ANCHOREDTHROUGH ANCHOREDTHROUGH �\\\``A.LYNN FRAME r1/4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL 1pN ,..... SHOWN o \P��,.••V�GENSE ••.F.j) r VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 ` *' No.58705 */= EMBEDMENT VISIBLE LIGHT FORMULAS _ • ••+..• "FLANGE&EQUAL-LEG/BOX FRAMES i;m J ROSOWSKI ;;3� ,O ST"'E°r INSTALLATIONWIDTH:BUCK WIDTH-4-3116" ® \? > ���'•.,F<ORID?.•'•G � Of,TION 2 HEIGHT:BUCK HEIGHT-4-3116' CERT.OF AUTH.#29296 a r� s •• ANCHOREDTHROUGH EDGE DISTANCE N w ,� FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE CONCRETE/CMU. VERTICAL SECTION B-B N.VENICE,FL 34275 d �, . ; (941)-480-1800 N PW-5520 NTS i 3 OF 11 of MD-5520.0 z° A.LYNN MILLER,P.E. P.E.#68705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION _ OPTION 6 OPTION 5 114"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 114"MAX.SHIM INSTALLATION OPTION 5 EMBEDMENT r FRAME INTO 2X WOOD Imo— EDGE DISTANCE ANCHORED THROUGH11 INTO 2X WOOD FRAME OR BUCKSTRIP. INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. r EMBEDMENT T_ a NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE I NOTE 2,THIS SHEET. EDGE 1 O EDGE DISTANCE DISTANCE ^ XCHANNEL L.J 5 Q FRAME 1 ao SHOWN u 1- o TT �� 1'THICK I.G. - EMBEDMENT 1 `114"MAX.SHIM TYP.ANCHOR TYPE, �� EMBEDMENT AND D TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE TYP.ANCHOR TYPE, DISTANCE PER SUBSTRA , TABLE 2,SHEET 2.5 aSEE TABLE 3,SHEET2TE (SCREW SHOWN) �p INTEGRAL FRFIN AME DISTANCE PER SUBSTRATE, 5 (NAIL SHOWN) op I 718"7HICKI.G J-CHANN (NAIL SHOWN EL EXTERIOR IIS— VISIBLE LIGHT WIDTH 7 SHOWN SEE TABLE N)3.SHEET 2. FRAME R_ 716-THICK I.O. NOTES: SHOWN BUCK WIDTH , 1)USE ONLY SUBSTRATE-APPROPRIATE HQRIZO N L'-.SCTTONC`"-G' ANCHORS LISTED ON TABLES 2&3,SHEET 2. _ FOLLOW EMBEDMENT AND EDGE DISTANCE -_ LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1.1@"THICK ARE TO BE CONSIDERED 1X LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT SHIM MAX. HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 114'MAX.SHIM 910 OR 912 STEEL WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK SMS(G5),SEE SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. D 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS n �Q 1"THICK I.G. MEASURED FROM BEADING TO BEADING. �`—' J FIN EMAP Approved al ldcumplge wtlb fh4 FLANGE MAY BE FIuHd ul�ilnp Cw+e REMOVED INFIELD NOAll INTEGRAL FIN .NOAII I TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN p�o EXT R ��— O�o Inml ode ProdSM u EXTERIOR 3 O AND EDGE DISTANCE PER LLLL________���-�� 1III��.���JJJJ By aSUBSTRATE,SEE TABLE 3.SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, 11111 I I 1111 FRAME rSH� INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. ��\ONy (.YNN M��� SHOWN o ..Jl_ Q��.•' VIGENSF •'•�'P INSTALLATION EDGE VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 N..58705 OPTION 5 DISTANCE ANCHOREDTHROUGH. - -- INTEGRAL FIN INTO 2X o J-CHANNEL&INTEGRAL FIN FRAMES , �J ROSOWSKI •. 17 As IS WOOD FRAME OR VISIBLE LIGHT FORMULAS -„ STA E 0- 1C/ BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH*-4.3116' ® 'o iO'n F HEIGHT:BUCK HEIGHT-4-3116' WRIOP THIS SHEET. EMBEDMENT CERT.OF AUTH.929298 N rvv /��ss aO�' 1070 TECHNOLOGY DRIVE �o VERTICAL_SEGTION;D-D N.VENICE,FL 34275 v v o A.LYNN MILLER,P.E. o (941)-480-1600 PW-5520 NTS 4 O 11 qz MD-5520.0 az° REA 56105 —►{ 7/8"NO7/8'NO7/8'NOM. 718"NOM. 5116"A/A PVB I 5/16"NA PVI3 I I 5/16"A/A PVB 5/16"!VA PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACEU anncar.d na compyingwilh uN +laride hiding Od 1/8"A GLASS 1/6"T GLASS 3/18"A GLASS 3116"T GLASS--\ ��r7 NOAEXTERIOR EXTERIOR EXTERIOR a EXTERIORaml Dade Froduc CODURASEAL, DURASEAL, DURASEAL, DURASEAL, at SUPERSPACER— SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER !'`'GAS L' TYP GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 n a a 1"NO11"N M. 1"NOM. -►I I I I I I .a-• y -ney 7/16"AIA PVB 7/16"A/A PVB 7/16"A/A PVB 7116"A/A SG rn O o 7/16"AIR SPACE 318"AIRSPACE 3/8"AIR SPACE 3/8"AIR SPACE � alOo Q o 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"A GLASS O M N 0. a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL Mo 0 2 DURASEAL, DURASEAL, DURASEAL, DURASEAL, o U X L0 d 0 SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER W Z 0_5 ro U) ON OR CARDINAL SPACER L OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER C O O a.+a GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a Oz a LL 0 0 z U, ® m O nays 1"NOM. -�{ 1'NOM. 1"NOM. }> F_a-• F Lu In sm's 7/16"AIA SG 7/16"H/H SG 7/16"H1H SG EXTERIOR o LL z ~ J If7 3/8"AIR SPACE 7118"AIR SPACE 3/8"AIR SPACE— Z 1/2"NOM.GLASS � } 3/16"T GLASS 1/8"T GLASS 3/16"T GLASS O BITE TYP. j C0 d 75 OR 78 OR 77 a EXTERIOR a EXTERIOR a EXTERIOR apt •�sa0 saua5 % 7 74 SEAL, DURASEAL, SEAL LYNN SUPERPACER SUPERSPACERN H SUPERSPACER——• O \\�1��,ON4+GEN C�'/<<(�p�i� OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER GLASS TYPE 15 GLASS TYPE 16 GLASS TYPNo.58705 E 17 OJ _ N O-GLAo. o 01 STA ED- GLAZING ZING NOTES: GLASS TYPES 14 THROUGH F "A"=ANNEALED (C ''•.<ORIDP.•'• \��� 17 MAY NOT BE USED WITH 'i;S •••• C7 'H"=HEAT STRENGTHENED IJ•CHANNEL OR INTEGRAL TYP. GLAZING DETAIL �;,5/pA/AL ECo,` "T"=TEMPERED •FIN FRAMES 7j 'PVB"_.090"PVB "SG"=.090"SENTRYGLAS A.LYNN MILLER,P.E. RE.#58705 TABLE 4: Window Design Pressure,(+/-psQ UsetRBlade 1!8"ACap-Airspace-6116"AIA with PVB for Glass 7 TYP0: Window Long Side(in) TABLE DIMENSIONS MAYBE Dimensions L5i?05' S4 56 68 62 64 68 72 76 so 84 07 ORIENTED VERTICALLY OR 18 +!•50 +l•60 +i-50 +/-50 +/-50 +l•60 +1.50 +1.50 +1.50 +1-50 +1-50 +15¢ HORIZONTALLY AS SHOWN. 20 +150 +!-5D +l50 }!-5p +/50 +/-60 +/-54 +1-50 +/-60 +/-50 +/-50 +1.60 LONG A uovcJnscom I l° »Ithtks SIDE PS P f S 22 +/•50 +/•60 +/•50 }/-50 +!•50 +1.60 +/-60 +/-50 +/-50 +/•50 +/•50 +1.60 �- LONG SIDE J/ FIorIJa rJJInBC. Y Dnlc 24 +1-5D +r-50 +/-50 +1-60 +/50 +/.6D +t-50 +1-50 +/-50 +/-50 +/-50 +1.60 26 +/-50 +!•50 +1-50 +/-60 +l-60 +/-60 +1-60 f/-50 +l-60 +!-5D +/50 +!•50 Mlam! nde I'raly Trot SHORT 28 +/-50 +/•50 +/50 +f-60 +1-50 +1-60 +/-60 +/-60 +/.60 +/•60 +/-50 +/•60 SIDE by 30 +1-50 +/-50 +1.5D +t-54 tt-5a +t•50 +1-50 +t-50 +1.60 +1-54 +/•50 SHORT 4•„r_ vcSIDE 32 +l-54 +/-50 +150 +l-50 +/50 +/760 +/-60 +/-5p +/10 +1.60 ih p4-,t +1•50 +1.50 +f•50 +/-60 +/-60 0-60 +/-50 +/-60 K t 3fi +1-50 +t-50 +t•54 +t 54 +t-50 +1-50 +t-60 tt-60 ��- LONG SIDE --►� to 38 +1.60 +/-50 +/-50 +/-50 4/-50 +/-60 +/•5o 40 +l-50 +/-50 +/-50 +/-50 +1.60 +t50 T SHORT o 42 +1-5¢ +1-50 +(.50 +t-54 t1-64 MAX.O-C•SPACINGIF ANCHORING MA X.D.C.SPACING IFANCHORING tpryG 44 +1.50 +!•50 +1.60 +/•60 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET -SIDE +` SIDE 46 +150 1 +1.50 +1.60 APPLIES TO A,B,C OR O ANCHORS APPLIES TO FOR F ANCHORS 48 +r-5¢ (SEETABLE2) (SEE TABLE 3) +/-5a 61.05 +/•50 Syr 4' }^ v a�G p o SHORT O A A SIDEA p-i Ce-j CD ,tB t] z- to LL 30 -0 TABLE S. =LL '' Window Design Pressure,(+/-psf� Use INS table IW-z mp m o ob amo for Gass t3 O Y O Q 1/8"TCap-Airspace-8/16"A/A with PVB Type: o .-z D_z to Window Long Side fn) Q W LL Dimensions 60.926 64 66 68 70 74 77 8D 84 87 92 87 99 Z pJp 0 32 +1.60 +1-50 }1.60 +/-50 +150 +t-50 +/-50 +/50 +1.50 +/-50 +1.50 +150 +/-50 F- 34 +114 +l-60 +1.50 +t-50 +t-54 +t•50 +J-64 tt54 +1-50 +1.50 +/-50 +1-07.3 +1.46.7 St Op � 1aB'+S 36 +110 +l-60 +/•50 +/-5D +114 0-50 +/-50 +150 +f-50 +1•50 0•47.6 +1.46.4 +1-44.6 Z 38 +l50 +/-50 +1-50 +/-50 +!•60 +/•60 f/•50 +/10 +/-60 +/-49,1 +/-46,1 +/-03.9 3 z 40 +110 +t-60 +t-50 +1_50 +150 0-54 +1-54 +t10 +!•5o +1 48.2 +1.45.1 W W °w'S X 0 0 42 +/1p +/-60 +/-50 +1-60 +I50 +/-50 +1.50 +110 049.8 +/-47.4 O LL Z N c } t¢ u'Oa m 44 +/10 +l-60 +/-50 +/-50 +150 +/.60 +/•54 +/50 +/-08.9 o z W in 46 +l10 +l-60 +1•54 f1-50 +t10 +!-5¢ +1-50 tt-49.9 W a 48 +/10 +1.50 +/-50 +/-50 +/50 +h50 +/-50 x1111 •�sa0 sapag 60 +110 +/-60 +1.80 +1.60 +/50 +/-50 52 +l10 +/-50 +1.50 +1-50 +l10 MAX. SPACING ANCHORING MAX.D.C.SPACING IF ANCHORING `tt�\TIIIIII�///Jt 54 +l10 +1-50 +/-60 +l-60 NOTES: THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 �� N`(LYNN ff •,........M/(� fii 66 +/10 +1.60 +/-50 APPLIES TO A,B,COROANCHOftS APP LIESTOEORFANCHORS 1)SUCK DIMENSIONS SHOWN. ti 4C�: yiGEN,p�'•.(�,p �� 68 +110 +l-50 (SEE TABLE 2) (S£ETABLE 3) = •. 15 3.5'FORE ANCHORS,4'FOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE - NO.58705 ' 60.926 +110 NEXT AVAILABLE SHORT OR LONG 6IMENSION. = /��•; 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ct FIND THE SMALLEST SQUARE WINDOW SIZE IN T �"� �••+;.W THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL '0. F/ .•'`.� ` WINDOW WILL COMPLETELY FIT WITHIN. F ORIOP \ A.LYNN MILLER,P.E- P.E.d 58705 TABLE 6: Window Design Pressure,(+I-psq Use IRLs table 3116"A Ca -Airspace-5116"AIA wffh PVB rer cess 9&10 3/16"T Ca -Alrs ace-5116"A/A with PVB Types: TABLE DIMENSIONS MAYBE Window Long Side Qn) ORIENTED VERTICALLY OR Dimensions 60,928 64 66 68 70 74 77 80 84 67 92 97 99 HORIZONTALLY AS SHOWN. 32 +/5g +1-60 +1.80 +/150 +/-60 +1.50 +/-50 +/-50 +/-60 +/-60 +/-60 +1-EO +130 LONG Approved as COMPI)Isg alth Hhs 34 +150 +1.50 +1.50 +/-5D +1-50 +750 +1-60 +1.50 +/-50 +1.60 t/-50 +!-EO +1.50 SIDE . FInrIJa adinft ad �•- LONGSIDE MOAN O 38 +lSO +1-60 +!•b0 +1-50 +l-50 +!-EO +t�0 +1-50 +/•50 +t-50 +t-50 +1•60 +tSg trie,nl Ondr PtodudC 38 +/-50 +/-60 +7.50 +1.50 +/-50 450 +1b0 +/•50 +1.50 +/-60 +/-50 +I.50 40 450 +/-50 +/-50 +/-50 +/50 +/•50 +/50 +/-60 +/-50 +1.50 +/-5D SHORT By SIDE 42 +1.50 +1.50 +1-50 +/-50 +150 +1-50 +1{0 +/-50 +/•60 +/-50 SHORT 44 +1.50 +/•60 +1.50 +/-50 +1.50 +l-50 +/50 +/-50 +1.60 SIDE U5 46 +l-60 +1-50 +1.50 +1.50 +1.60 +/•50 +/-SD +/-50 co 48 +/-50 +/-50 +1-50 +/-50 +1-50 +1-60 +/-Som 60 +/-60 +/-64 +1.60 +/-60 +/-50 +/.50 LONGSlDE MAX.O.C.SPACING IfANCiORtNG MAX O.C.SPACING IFANCiORING 52 tlfi0 t1-50 +j•50 +l-SO +l•SO THROUGHTHE FRAME PERSHEEI53&4 THROUGH 7HEIN7EGRALFINPERSHEET4 54 +/-60 +1.50 +/•60 +/-50 SHORT LONG APPLIES TO A,B,COR DANCHORS APPLIES 10 E OR F ANCHORS SIDE �t 56 +/b0 460 +1.50 (SEE TABLE 2) (SEE TA BLE 3) f9 SIDE Y 6 +1� +150 60 ]5^ 3.5-FOR EANCHORS,4^FOR F ANCHORS O o 0 N at"O N SHORT O TABLE 7: SIDE Z 1j,,C04_3 81 8 u 3B0 Window Design Pressure,(+I-psf) Use this * ter Glass 11 U CWj X o g 1/8"T Cap-A!rspece-7/16"A/A with PVB Type: 2 O e3 In ox Window Long Side¢n) o W m O snlo Dimensions 60.926 fiq 66 68 70 74 77 80 84 87 92 97 99 �Z D.Z CO 32 +/-70 +i-78 +1-70 +1-70 +1.70 +1.70 +1-70 +170 +1.70 +1-70 +1-70 +1.70 +1-70 p 0) Q 34 +J-70 +1-70 +1.70 +1-70 +/-70 +/-70 +l-70 +l-70 +!•70 +l-70 +l-70 +l-70 +1-70 Z M n 36 +/-70 +/-70 +/-70 +/•70 +/-70 +1.70 +1-70 +1-70 +1-70 +/-70 +t•70 +/-70 +1-70 :� F til ;--us W38 +170 +1-70 +1.70 +l-TO t1-70 +1-70 +1-70 -70 40 +1.70 +1.70 +1.70 +1.7D +/-7D +/-70 +1.70 +!•70 +1-TO +/-70 +/-70 n F Tn Z 42 +170 +/-70 +/-7D +/•70 +/70 +/-70 +/-70 +/70 +1.70 +170 - W W al- 44 +1.70 +l-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/7O e- X O -0 N 46 +/-70 +/-70 +1.70 +1.70 +1.70 +1.70 +/-70 +1-70 Cr tl Z N 5' +/-70 48 +1.70 +/•70 +/-70 +/-70 +1.70 +/-70 G z W Q 64 +l-TO +l•70 +t-70 +1-70 +t 70: +t-70 62 +1.70 +1-70 +/•70 +/•70 +/-70 MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ;IT ro savag 64 +1-70 +/70 +/-70 t/-70 7HROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 68 +1-70 +1-70 +7-70 APPLIES TOB,CORDANMORS APPUESTOFANCiORS �� �Y LYNMl1ll�i� 46 +/•70 +/-70 (SEETABLE 2) (5£E TABLE 3j NOTES: `, >��fl'•4tCENs�;4llC��`��� 1)BUCK DIMENSIONS SHOWN. 60.926 +!70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE h NO.58705 NEXT AVAILABLE SNORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), %,"O FIND THE SMALLEST SQUARE WINDOW SIZE IN C�•.• Sl'ITE 01' (�.. THE TABLES)ABOVE WHICH THE ARCHITECTURAL ;Ct`ti'AORiDP \F .•'• , ,, ' WINDOW WILL COMPLETELY FIT WITHIN. i��ti�y� r/1111 III��`` A.LYNN MILLER,P.E. REX 58705 c TABLE 8: Window Design Pressure,(+l-psf) Use Ibis for I B 12 3116"A Cap-Airspace-7/16"A/A with PVB Types: Window Long Side(In) TABLE DIMENSIONS MAYBE Dimensions 69.649 71 73 76 78 8o 85 B6 89 92 Be 99 ORIENTED VERTICALLY OR 32 +1-70 +1.70 +!•70 +1.70 +1-70 +1.70 +/-70 +/-70 W-70 +1-70 +1-70 +/-70 HORIZONTALLY AS SHOWN. 34 +1.70 +/-70 +/-70 +/-70 0-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +1-70 LONG 36 +/-79 +/-70 +1.70 +1-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 SIDE '{PPforedaycompjytrggjiyilu . r--- LONG SIDE /� Florida uldingC 38 i/-70 +/-70 +h70 +/•70 +!•70 +!•70 +1-70 +/-70 +1.70 +1-70 +1-70 +!-TO y/ Dole dw,1 0./�g 7�La 40 +1.70 +/•70 +/-70 +1-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +f-70 NOAN +/-70 MIA.. 1 de Product 42 +1-70 +/-70 +1-70 +1-70 +1-70 +t-74 +1-70 +1-70 +/-70 +t-70 +1-69.6 +/-66.7 SHORT 44 +1-70 +/-70 +/-70 +1-70 +1-70 +1.70 +1-70 +l-70 +/-70 +/-69.9 +/-66.4 +/-63.7 SIDE Dy•SHORT 46 i1-70 +)-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +f•69.9 +1.67.4 +/-63.9 +/-61.7 SIDE ¢ 48 +t-70 +t-70 +J•7O +1-70 +t-70 +1-70 +/-70 +/-70 +1.67.8 +/-65.3 +/-61.9 +/-59.7 a 60 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +!•fi6,5 i/•65.9 +/-63.4 +1-59.9 62 +670 +1.70 +/-70 +/-70 4740 +/-70 +1.67.8 +/•66,9 +/•64.2 +/-61.6 �- LONG SIDE 64 +1-70 +/•70 +670 +/-70 +/-70 +1-70 +666.2 +1-65.3 +1.62.5 "'d 66 +/-70 +/-70 +/-70 +/-70 41-70 +1.69.2 +1.64.7 +/-63.8 SHORT a SIDE �i LONG 57 +/-70 +1-TO +1-70 +/-70 +1.69.8 +668.1 +/-64 SIDE 60 +l-TO +1.70 +/-70 +/-69.7 +/-67 +/-66.3 j 3 • 8 62 +1-70 +1.70 +/-69,9 +/-67.9 +1.65.2 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING Of THR0 HTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SH£ETd 64 +1-70 +1-70 +668.3 +/-68,3 N 0 o 66 +1-69.9 +l-69.9 +/-66.7 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS N N aI"O N IX 68 +/-68.4 +1.67.4 (SEE TABLE Z) {SEETABLE 3j SSQD�T O M C, 64.649 +17.1 15.5" 4" p N J o rum, I] Z t0 LL co C6 TABLE B: Z C)O �Window Design Pressure,(+!-psf) lkoINSIede 0 -63116"T Cap-Airspace-7/16"A/A with PVB }0 Typo: 13 C z off-zWindew Long side(In) pa. O Dlmenslons 69.649 71 73 75 7S 80 85 86 89 92 96 99 F co 32 +/-70 +1-70 +1-70 +1.70 +/-TO +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 g OQ W 1",ys 34 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 41-70 +1-70 +1.70 W-70 Z 36 +l-70 +/-70 +1.70 +/-70 +1.70 4l-70 +/-70 +/-70 +t-70 +/-70 +1-70 +1-70 � Z 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 W U1 "I„s 40 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 4/-70 +/-70 +1-70 +/-70 +/-70 +/-70 o X CL o 42 +/-70 +/•70 +/•70 +/-70 +/-70 +1-70 +1-70 +1.70 +1.70 +670 +1-70 41-70 F 44 +1-70 +/-70 N+1-70 +/-70 +/•70 +1-70 +1-70 +1.70 +1.70 +/-70 +/-TO +/-70O Z m ?„ 46 +1-70 +J-70 LD +1-70 +1-70 +1-70 41-70 +/-70 +/-70 1670 +)-70 +668.6 > p D- 48 +/-70 +1.70 +1-70 +1-70 +/.70 +/-70 +1.70 +1.70 +/-70 +/-68.8 +!•66.3 wl!t '�SaO sape5 60 +/-70 +1.70 +/-70 +1.70 4/"70 +/-70 +/-70 +/-70 +/-70 +/-66.6 62 +1-70 +1.70 +1-TO +/-70 +1-70 +f-70 +/-70 +1-70 +1.68.6 `� Q •LY64 +1-70 +1.70 +1-70 +/•70 +/-70 +l-70 +1.70 +669.6 NOTES: ` •' LSCENt)BUCK DIMENSIONS SHOWN. 66 +/-70 +670 +/-70 +/•70 4/-70 +670 +1-70 No.58105 57 tt-70 +t-70 +1-70 +1-74 +t-70 t1-70 +1-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE - ' NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +/-70 +1•70 +/•70 +/-70 +1.70 4/-70 �F � 62 +l-TO +/•70 +/-70 +1.70 +/-70 MA%•O.C.SPACINGffANCHORING MA%,O.C.SPACINGIF ANQiORING 3j FOR ARCHtTECTURAI WiNDOWS(SEE SHEET2), "7 '. tl� 64 +!-TO +/70 +7.70 +1-70THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THF.INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ;,0 '• SV� THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL <` .F,<ORiOa.•' APPlIE5T0 B,[ORD ANCHORS APPLIES TO FANCHORS G� 66 +l-70 +/•70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. �s/C�At- 69 +1-70 +1.70 (SEE TABLE 2) ISEETABLE3) ,! 15.5" 3.9" /1111111 69.649 +/-70 A.LYNN MILLER,P.E. P.E.e 68705 TABLE 10: Window Design Pressure,(+I-ps1 Use this lade r«Glass 14 3/16"A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(In) -r- Dimensions 69.649 71 73 76 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAYBE 1 ORIENTED VERTICALLY OR 32 +801-110 +801.110 +801-11D +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801410 +80/-110 HORIZONTALLY AS SHOWN. 34 +80/-110 +801-110 +801-110 +80/•110 +80/-110 +801-110 +801-110 +801-110 +80/410 +801.109.4 +801-108.3 +80/-107.6 LONG 4p proved m compllingnilh ll!. 36 +801410 +801.110 +801-110 +80/-110 +80/-109.5 +80/-108.6 +801-106.8 +801-106.6 +801.105.5 +80/•104.7 +801-103.6 +80/-102.9 SIDE Murld Buhlin C c 38 +80/-109.7 +801-108.9 +801-107.8 +80/-106.6 +801.105.5 +801.104.6 +801-102.7 +80/-102.4 +80/•101.4 +80/-100.6 +801-99.4 +801-98.7 LONG SIDE Oote_ -5 T NOAN 40 +801-106.3 +801-105.5 +801-104.4 +80/-103.3 +801.101.9 +601-101 +80/-99.1 +80/-98.7 +801.97.7 +80/-96.8 +601.95.7 +801-96 1 MI"ml D�dc Prodad °"ir0 SHORT 42 +801-103.3 +801-102.6 +801-101.3 +80%100.2 +80/•9B.8 +80/•97.9 +80/-95.8 +80/-96.6 +80!•94.5 +8U/-93.fi +80/-92.4 +801-90.7 SIDE U7 ' 44 +801-100.7 +80/•99.8 +801-98.6 +801-97.6 +801-96 +80/-96 +80/•92.9 +60/-92.6 +801-91.6 +80/-90.4 +801.87.1 +801-B4.7 SHORT 46 +80/-98.4 +80/-97.6 +801.96.2 +80/-95 +801.93.4 +801.92.6 +801-90.3 +80/•89.9 +801.88.1 +80/-85.5 +80/-B3.1 +60/•81.6 SIDE _ o. 48 +80/-96.3 +801-95.4 +801-94.1 +801-92.9 +801-91.2 +801-90.2 +80/-88 +BO/-87.6 +801-84.6 +80/-82.6 +801-60.2 +1-78.6 ' n v 50 +80/-94.6 +601-93.6 +801-92.2 +60/-90.9 +80/•89.2 +801.88.2 +801-85.4 +801.84.5 +001•82.4 +80/-Bo.2 +/-77.6 N W LONG SIDE ' 52 +801.93 +601-92 +80/-90.6 +801-89.2 +801-87.4 +801.86.4 +601-83.3 +001.82.5 +801.80.2 +/-78 �- T N 64 +801.91.7 +80/-90.6 +80/-89.1 +80/•87.7 +801.85.8 +601.84.7 +801.81.3 +80/•80.4 +/-78.1 f 66 +80/•90.5 +801-69.4 +801-87.8 +80/-86.4 +801-84.4 +801-83.2 +/-79.3 +/-78.5 SHORT ,�i y/ ` LONG 67 +801.90 +80/-88.8 +80/-87.2 +801.85.8 +80/-83.4 +801.82 +/-78.4 SIDE �/ SIDE 11 X11 Y 60 +801.87.2 +801.86 +601.84 +80/-825 +801-80.1 +/-78.6 J- > rn 'AOH MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING Of 62 +801.84.6 +801-83.8 +80/•02.1 +80/-80.4 +l-7B rn O THROUGfi THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRALFIN PEASHEET4 alun O O 64 +801.82.9 +001-82 +80/•80.1 +/-78.4 N n 0 66 +801.81.1 +80/•80.1 +/-78.3 APPLIES TO B,CORDANCHOflS (SEE TABLE 2) NOTAPPLICABLE GLASS TYPES I4 THROUGH '�^I S91DET O rn O ,L 0 66 +/-79.3 +/-70.q 13.2" '17 MAY NOT BE USED WITH 69,649 +/-77.7 J-CHANNEL OR INTEGRAL z LL m u•o O TABLE 11: FIN FRAMES. W U OX T 6 00 Window Design Pressure,(+1-psf) Use Oft F-w m o 1 °d Dn1a for pass 15 r> p YO 2 0 3/16"T Cep-Airspace-7116"AIA with SG T7pE z D z °' U) Window Long Side(in) v Z W LL Dimensions 77.78 79 81 83 86 87 91 94 96 99 104 107 111 m O ALLOWABLE MAX.O.C.SPACIN GIF � ~ O� 36 +801-110 +80/•110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +601-110 +801.110 +801.110 +801-110 ANCHORGROUPS ANCHORING THROUGH 1O O W I-qs 40 +801.110 +80/•110 +801-110 +801.110 +80%110 +801-109.9 +80/•108.5 +801-107.5 +801.106.9 +801-106.1 +601-104.8 +801-104.1 +601-103.3 ® g Z ? to PERSHEET2 THE FRAME PERSHEET3 42 +601.110 +801-109.8 +801-108.8 +80/•107.9 +801-108.7 +801-106.3 +B01.104.8 +801-103.8 +801-103.2 +801.100.8 +80/•97.7 +80/-98.4 +80!•94.8 B,CORD 13.2" 44 +801.107.3 +6(1.106.7 +801-105.7 +80/-104.7 +801-103.4 +801-103 +801.101.4 +801.98.6 +80/-98.7 +801.94.1 +801-91.4 +801-90.3 +60/-89.2 W z siaas 48 +801.102 +801.101.3 +801.100.3 +80/•99.2 +80137.3 +801-98.2 +801.92.5 +801-90.4 +801.89.2 +80/•87.3 +80/-84.4 +801.82.7 +80/30.5 o X a o 60 +801.99.6 +80139.1 +801.98 +601.96.9 +80133.9 +801.93.1 +801-89.9 +801-87.7 +801.86.2 +801-84.3 +801.81.1 +/-79.3 +/-77 tl z N 51 +80/•98.8 +801.90 +80/-96.9 +80/-95.8 +801-92.8 +801-92 +801.88.7 +801.86.4 +801.85 +801.828 +1.79.6 +1.77.7 +1•75.3 Z 55 64 +801-96.1 +80135.3 +801-94 +801.92.1 +801.89.4 +80/-88.5 +801.85.1 +801.82.7 '+801.81.1 +1.76.9 +/-76.3 +/-73.2 +/-70.8 j p a 56 +80!34 +80133.2 +801.91.6 +801.90.1 +80137.2 +801.86.3 +801.828 +801.80.2 +1-78.6 +/•76.3 +1-72.6 +1-70.6 aNl •asap sauag 0 68 +801.91.4 +80130.8 +801.89 +80/•87.6 +801.85.1 +801.84.2 +801-80.6 +/-78 +/-76.3 +/-73.8 +1-70.2 \LILa 177, c61 +8D/•87.8 +801-87 +80/-85.3 +801.83.6 +801.81.2 +801.80.5 +1-77.3 +1-74.8 +/-728 +1-70.4 \��ONV LYNN Ml�! N 83 +801.85.6 +80/-84.6 +801.82.8 +801-81.1 +1-78.8 +1-78 +/-74.8 +1-723 +/•70.6 NOTES: ���,:'�LGENSF''•,Fp 1)BUCK DIMENSIONS SHOWN. Q': 64 +801.64.4 +601$3.6 +BD1.81.7 +/-80 +1.77.5 +1-76.6 +/-73.5 +/-71.2 66 +801.82.2 +801-81.2 +1-79.4 +I-77,6 +1.76 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ �� 68 +/30 +/-79.1 +1-77.2 +I-76.4 +/-727 +1-71.9 �I r• MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3 FOR ARCHITECTURAL WINDOWS(SEE SHEET2 ~� � �7 :•VJ� 70 +/•78 +/•77.1 +/•76 +/-73.2 +/-70.6 ) ), 72 +/-76 +1-76 +1-73 +1.71.1 THROUGH THE FRAME PER SIIEETS3&4 THROUGH TIIEINTEGItALFIN PER SHEET FIND THE SMALLEST SQUARE WINDOW SIZE IN �(��•.. STATE OF 141- - 72 THE TABLE($)ABOVE WHICH THE ARCHITECTURAL LORLOt`.•'• 74 +/•74.1 +1-73 +1.71 WINDOW WILL COMPLETELY FIT WITHIN. rs/�(vAL (SEE TABLE 2) NOT APPLICABLE i 76 +/•72.2 +/-71.1 13.2' 111111111+,``` 77.76 +1.70.6 1 A.LYNN MILLER.P.E. REX 58705 I TABLE 12: Window Design Pressure,(+l-psQ Use lh61a610 TABLE IONS MAY BE for Glass 1B ORIENTEDTED VERTICALLY OR 118"TCap-Airspace-7/16"WHwith SG Typa: HORIZONTALLY AS SHOWN. Window Long Side On) LONG Dimensions 6o7s-26--F 84 66 1 68 70 74 77 80 84 67 92 97 99 SIDE I+- LONG SIDE 32 +80/-110 +80%110 +80/-110 +801-110 +501-110 +801-110 +80/-110 +801.110 +80!•110 +801-110 +80/-110 +801-110 +801-110 34 +80/-i10 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +60/-110 +801-110 +80/•110 +801-110 +80/-110 +801-110 +BD/-110 npproaeda�coroplylogwllhlht Floridn uldln o�q 36 +Bo/-110 +801-110. +e0/-110 4801-110 +80/-110 4801-110 +801-110 +801.110 +8D/-110 +80/-110 +90/•110 +Bol-110 +80/-110 SHORT Da,e "b� ►5 SIDE NOMI 1 38 +801-110 +8D/•110 +801-110 +801-110 +80/410 4801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +60/-110 `` SHORT 1111.�-rmd.d _I__� SIDE 40 +80%110 +80/-110 +80/-110 +80/•110 +80/-110 +801-110 +801.110 +801.110 +801-110 +BO/-110 +80/•110 By- 42 +80/-110 +801-110 +801-110 480/-110 +80/-110 +801.110 +801.110 +801.110 +80/-110 +80/•110 44 +80%110 +801-110 +801-110 +80/-110 +801-110 1 +801.110 +80/-110 +801-110 480/-110 L o I~ LONG SIDE -� to 46 +801.110 +80/-110 +801-110 +801-110 4801110 +80/-110 +801-110 +801-110 > 0 48 +801-110 +SO/-110 +80/-110 +801.110 +801-110 +801-110 +80/•110 z L N m 60 +80/•110 +801.110 +801.110 +80/-110 +801-110 +801-110 SHORT "Ji LONG 62 +801-110 +80/-110 4801-110 +801-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING SIDE Y� SIDE 64 +80/-110 +801-110 +80/-110 +80/•110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 66 +801-110 +801-110 +801.110 APPLIFSTO B,C OR D ANCHORS 68 +801-110 +80/-110 (SEE TABLE 2) NOT APPLICABLE 11.8" r17 ASS TYPES 74 THROUGH 155 "'8 60.926 4801.110 MAY NOT BE USED WITH I SHORT LOfCHANNELORINTEGRAL -�I SIDE I- 0 N FRAMES. N g efod TABLE 13: N to Window Design Pressure,(+l-psf) useuelaae of M o 0 0 for Glass 17 Z LL !LL (0 3116"TCep-Airspace-7116"HIH With SG TrPa =L Window Long Side(In) W U mCO •oN Dimensions 77,76 79 81 83 86 87 1 91 94 96 99 104 107 111 118 120 125 136 144 1-Z m O 08 smG 36 +801-110 +801-110 +801410 +001.110 +801.110 +80/-110 +801-110 +80/410 +801-110 +801-110 +801-110 +801-110 +80/•110 +801-110 +801.110 +80/410 +801.110 +801-110 0� O p v � W 40 4801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/410 +801-110 +80/-110 +801-110 +801.110 +80/-110 +80/-110 +801.110 +80/-110 480/-710 +801-110 Z a Z Q W �,• 42 +80/-110 +801-110 +801-110 4801.110 +80/-110 +80/-110 +80%110 +00/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 480/-110 +801-110 O .p�� O Z Q o 44 +80/-110 +801-110 +801-110 +8.•110 +80/-110 +80/-110 +801-110 +80/-110 4801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801.110 +801-110 � F- 48 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/•110 +801.110 +80/-110 +801.110 +801-110 +Ba-liO +801-710 +80/-11D +80/-110 +80/-11D +80%110 o1p+ O W 1"4s ® N O 50 +80/-110 +801.110 +80/-110 +801-110 +801-110 +80/•110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/•110 +801-110 +80/•110 +80/-110 Z_ :5 F 61 +80/-110 +801.110 +801-110 +Ba-110 +80/-110 +80/-1i0 +801.110 +801-110 +801.110 +801-110 +801-110 +BO%110 +80/-110 +801-110 N Z 64 +801.110 +80/-110 +801-110 +801-110 +801-110 +80/•110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 < W o,o,s 66 +801-110 +60/•110 +80/-110 +801.110 +60/-110 +80/-110 +80/-110 +80/-110 +80/-110 +BD/-110 +801-110 +801-110 "• X [L o O ,� Z N N 68 +801.11p +80/-110 +801-110 +Ba-710 +80/-110 +80/-110 +80/-110 4801-110 +801-110 +80/-110 +Ba-110 ^I 0 En E 61 +801-110 +801-110 +801-110 +801-110 +80/-110 +80l-110 +001.110 +801-110 +801-110 +80/-710 Z W to 63 +BO/•110 +80/-110 +80/-llo +Ba-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 > C3 64 +8ol-110 +801-110 +801-110 +801-110 +80/•110 +SDI-110 +80/•110 +80/-110 66 +80/-110 +80/-110 480/•110 +801-110 +801.110 +60/-110 +60/•110 X111 LYNN 68 +80/.110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 \�`\SONY.•••• •. 70 +801.110 +801-110 +80/-110 +Ba•110 +80/-110 MAX.D.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �S`,. �10ENSF '•,FP 72 480/-110 +80/-110 +80/-110 +801-110 THROUGH THEFRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET R'.• '., �i 80/•110 480/-110 +80/•110 APPLIES TO B,CDR DANCHORS �T: No.58705 74 +801-110 +801-110 (SEETABLE2) NOTAPPLICABLE 76 s" 77.76 +801-110 �'•..� IIS :.•�� Pt ON NOTES: rr� STATIE Or /omni-E`�•' 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P.E.058705 3.500' ► 3.500" 3.500' 3.500' .062" -I-► .062" —I(�►7IIf►— .062' (I�� .052" 1 L1 LJ LJ LJ T 1.463" 1 1.483' 1.483' 1,4163' .625' O 1.375' O J-CHANNEL FRAME .625"r O2 FLANGE FRAME 1 375• O INTEGRAL FIN FRAME 4O EQUAL LEG/BOX FRAME +I j 1.376' —►{ .884"�r .301' '804•�r .175" .355' I (SII--+1- 060" OANCHOR COVER O 7/8"BEAD 7O 1"BEAD TABLE 14: # I Part# Description Material 0117 J-channel Frame P=C 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Co%er PVC MITERED 6 720136 7/8"Glazing Bead PVC CORNERS WITH 7 720135 1"Glazing Bead PVC INTERIOR AND EXTERIOR 74 Backbedding,GE 7700 or Dow 791 Silicone WELDS 75 Quanex Super Spacer nXF with Hot Melt Butyl Composite 76 Quanex Dureseal Spacer Composite Florld,Buldlo Clyingwlih ttr, 77 Cardinal XL Edge Spacer Composite 0.10 S 78 71646N Settin Block 718"x 1"x 118",85+/-5 duro. EPDM Nona 9 ( h 6.1 Dade Prods r'Y .. 5 FRAME \1111 I I n 1 rim ASSEMBLY DETAILS 7 \ � oNLYNN 1114, / P: EXTERIOR 1 ,` VINYL FIXED WINDOW NOA(LM&SM) 0 919114 No.55705 ' o BOM&ASSEMBLY om J ROSOWSKI �'•, S JEO NOTES: CERT.OFAUTH.#28286 p-2 40RIOP' G. 1)SOME PARTS NOT SHOWN FOR CLARITY. 2)J-CHANNEL FRAME SHOWN,PARTS#1.OTHER FRAME TYPES APPLY. 1070 TECHNOLOGY DRIVE rc ao ii 1�l,AL.111, 3)ITEMS#8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 `u A.LYNN MILLER.P.E. 4)ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. (941)-460-1600 PW-5520 ,� NTS 11 OF 11 z° MD-5520.0 rc z P.E.#68705 Property Information Building Information Owner: Carolyn Slater Wind Zone: 160 MPH. Address: 431 Paurotis Ln Exposure Category: B Ft Pierce,Fl 34982 Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 34 34 7 32.5 -35.2 2 End 73 60 7 30.1 -38.8 .....................................................................--.............. ..................._......._..............................._...... .__._ 3 Int 51 60 7 30.9 -33.6 --..__......... -- ._............._........... -...._.._--....._....._.._.......__......_...........__........_..............._._._._..._......_.............._..._._............_..._._............_......_......_...._.............__...............................__..._..............................--.._........_............ .........._.....---- 4 Int 26 26 7 32.5 -35.2 ---._.............-................_.._._.._..._.._................_............._.... _..-.................__.............._.._._.._._..__...._...._...._................__.._........._................._.__............. ........................_.................................................._......................................................--. .-............._ ... ......._..... 5 Int 26 37 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chaplet-30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page I of 1 Florida Btlfldino Code.Ohlille Palae 1 of 2-1 5Ci5 ro::.e ;In User FcpsL'cSza ., .o..... _ _ - ns F5 =-. . .s K— M---.¢ L;nvc..•_,_c_,_.: .. licit 1'—e Product Approval }3 -....;.L:........-...:�..:: "..'.': ::..,.•".:. ...:......� -::_ �:,.sa.>Application Detail FL AD €:Caii0in,Type Reason Co6e Version >3+i4 i-.Drlf�=t1D i Star-,--- ACS �. Cnmmn=-n'I-< Archival Produc-r sMan,ufacturer ^ .7 a- Cct n_ I.nd Address/Phone/Email 400.Wesr McNab Road Ft. Lauderdale, F;-33309 (954)493-8551 Authorized'Siona Ure Frani:Sennardo Sechnica€Repres=-ntatiue Thomas S.Johnston Address/?hone,Email - 400 invest McNab Rd. F;. Lauderdale, FL 33339 - (954;.973 9999. tom Ctc-aium.c6m Quality Assurance Represerta.ive !-.fid^e55/PhDrte/Ema f f Subcategory: Compliance method Evzivaticn.RA�o^f Registered:Arch`iec _ from Florlda Reoist or a Licens ed - F[Dr€da Professional, naine-._ . Evaluation.Reoori -.Hardcopy Received developed the Evaluation Report Flo[ida Licence PE=3045549 ---` ---- -- ----.--=�La€i`.}`:Assu.accs-_n�liy----- - :.-----. --t:'ationo!<�,ccrrdr.a�o -&-l+a^ao_erent Institute---------- ---------------•--- QuallLy�Assurance Contract.Expiraticr,Date 1z,31,f2o16: Validated By ORLANDO t.BLANCO,:F.E. Validaicn C:,eckiisi;Hardcopy Recei02d _c . f- ndeoendence Referenced Standard and Year:'of Standard% Standard Year ASTM E1S86 2306 - ASTPIE_996 en05 ASTM =330 LOJ2 app_dtl.a px"I)aram=t�G111i :��_,tDq� k7rH tuo�b... 4;14 2016 i'IOI1Qa fjill ld].Ilg Lode Ulzi.lne l'a�7e 2.of 3 g TAS 201 yoe_ TAS 202 ]994 TAS 203 10,94 Ecu.. 'ence of Prad�it Stac3ards Cert.`.e"By Ficir:va LIi.,^,SCa Prciess ncl •':�i'f^.,: ✓, `�[� -Y.r�n:lam ?red___ _fro:..: r�= filet cd _ OD lion D Date Submitted 041211/203.5 Date Validates 04/29,"2015 Da:e Peridinc. FBC A--pro:_. C5/Q5{2G15 Da:�_A.Pro.ed 00/22,1"21:15 :Summary of Products ' iModel,Number or Name ,;Description 1.3757.1 — io.8 Acca dsar,Shutrer !Lame Missile Impac:P.esistant Pc.arcicn Shu—,ter Svstem?i` 'iLimits of Use 'Installationn instructions - �Approved for:use in.HVHZ.Ye; �` s Approved for use outside HVHZ:Yes V ,ea By. Frank L. Bennardo,:P.E. PPD4�fi549 Impact Resistant:Yes Created by-Inzependen:Third?aLt•:Yes Design Pressure:lti!A Evaluation Reports € Other: See isistaEation erativ nes'cr aiiowa5 e spar/pressure combinations arld additional limitations of Created by ;30 pendent J hi Pc" Yes a Streal!! .-- ljLarae 1114:551ic ImpaCL R?55iarc:ACCOrijiOn S^Lt:;n.Cycza r- ... ...: _. Limits of Use . Installation Instructions Approved for use-in HVHZ:Yes Approved for use outside:HVHZ:Yes Verified By: Frank L. Sennardo,,P.c. ?E00=5549 Impact Resistant:YesG Bted by Independent a bird Fa y:Yes Al Design Pressure:N/A Evaluation Reports Other:.See irstallat on dra:v'n s For aii waol FSpan/p,-essur Gombine.i„ns aho additional 1,:,.tati ons a: �E C:re _ ated b -lnde.i naen TnirdPa.ry: Yes ([ fl s'7o7.3 c k cSSenLial Facilities Accordion HI minum acco r a,s gutter approved up to miss i;e I vei s , E r use with essential facilities and wino zona 4 � . topFli�ations. !� Limits of Use . Ln - _ r _Ap roved for use in HVHZ: R tail ti nstructions 6 s a on I i Approved for use outside HVHZ.,-Yes, � i iec. By: .rank r Bennardo FE-0045549 =._Impact-Resistant:Yes----------- i Crea:?o 7.lnOependeniTt, d-Pa,�y: v2s -- -------- Desigri Pressure: -110,'-128 'Evaluation Reports. Other:See product drawing for additional nform.;ion, i __ ,anLhafaa2,_etC• _!: C= _-.U; _Gtr.^,North f`ionroe Str,ft rL- ,Pno -QC --18= - Tne Stale o.-iD,id -s2:.n-i CxF^i^^•2007-2i.11-'- of- _ en .. - '- : _ �'�[� •Sta Cc cr=t. :.L-.:C:c 21nr Lino. -.ond2 law- Jl a ere pj! r=_-Drr=_.If you do no:s2n,your e--a?e-m?W acdf_ss Bei f ='J n 2-R it. r-as . ee-d e3ect76tic r ,h_ s ca c s 'w v!- , O ':2 •'1 yo 'f 1 iii�U :_'3_. f t 1r ?L'r5 7 Ce 't 2- f .1"C s , _ h 20'2, ! 5.. 1 unne,c1"- p Er G35.c..C.:"Us,rr"Moe th t't a-emaipad:lress il the,rave orie, ailo,idscc zna.befor u f i ^i J S r `tE z.' ..^.: l C^E 3: i r,ih;c Ecco';: you d n,<wisri to 53:. c vers _e f2�,p1.2 -D ovloe.x,_ _•,a..^.re.:,with an e-mail a_d.__S hi 1 2n i._r:c6_2v2_J:_:;,the vvz'kt To dezerminL If♦,^,L'arc' _nSee vne:: `-.hap ._3,- please c . _ - - cK:2r= Product Approval Accepts:- . `x,+,::I.�� �'.:"_•.;a, - ' http:' Aloridabuilding.ori_=1?r:,,pr_app_dil.aspx?parai.za=%,N'GEV%'-OwtDgv2k7"VH\f1.uo-�-b... 4/14/_'016 I t I . 618 STREAMLINE SHUTTER 1 MI(�DO,P.E. oDgEnNN '/�4 FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: /� 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = N0.4B CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE INTERNATIONAL BUILDING CODE(IBCI AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH { " A QFN MEETS MI5SILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES D DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. a IV a 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ���i F :'4 FLO REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOPTRAN",�7l 1� v 2 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EVUAL'TO THE POSITIVE OR NEGATIVE DESIGN D PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Dl v S w "1 '3. 'TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. a a I w€� 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Co w o Z,d SAFETY FACTOR. t an w o 5, THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W r4 0 4 3 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL 5 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING NRISDICTION. PLAN VIEW N 3 J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND D„ S LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o W J 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE n a o $ DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =a G SITE. '^ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME n PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O G1 n+ y H 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. I ewaflw c 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR n`\ '.'2'.A o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM " �� Jvrmoi � �o M THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL;,DOCUMENTS WILL VOID THE APPROVAL °� DOCUMENTS. O=m<a 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION a u< BOTTOM �e OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK � e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE ��., E o DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL'GRANTING HIS HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F6LLOWING MINIMUM TYPICAL PLAN VIEWS E 0 3 m INFORMATION: TOWN&COUNTRY INDUSTRIES ! TYPICAL ACCORDION :4! o FORT LAUDERDALE FL l $ MISSILE LEVEL D-ASTM E3886,E1996&E330 SHUTTER ELEVATION as TAS 201,202&203 o FLORIDA BUILDING CODE APPROVED 1 N.T.S. EXTERIOR ELEV � 14 K S,EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.0 N.,WITH A MINIMUM Fy OF 25 TABLE 2: 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS LL MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. I I n 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING 0 THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL k r q BOX LOCK AT CENTER OR SIDE CLOSURE. F HVHZ FACILITIES a 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDTIONS REQUIRE, 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER Q 4gI 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 8 13 s E 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN 22. SHUTTER MAYOONTACT E INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.ITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE d st , 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-1/4" 1-518" 2-3/8" TABLE 1: 99" 3.112" 1-718" 3-5/8" - 1-718" 19 � s 'A TABLE 1 NOTES; 120" 4-1/8" 2" 4-114" 2" d +< & 1. DESIGN•PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2" g ACCORDION SHUTTER 49 3 SHUTTER SPAN SCHEDULE"ABOVE AREp •$ MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: k E tl� � �E SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 7-. VM--HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY NIYM /RIMLBNVWR'E POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTERTpT- SHUTTERDESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 E SPAN' PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE! DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION: (PSF) (PSFI _ SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL - 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' 99" 70 70ABOVE GRADE. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144" 43 q0 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 3 E1996.09. `` 1MVEOfl4yj/A�00,P.E. PROTECTION VARIES 0.115"2.874" 4.874"MAX. .T 0 0.080" 0 0.125^ 0.062" 0.4s0" :n 1.708" 0.100" ^I 1.708" 0.100" {---1.830" 0.062" '"! ~*;° p• N 0. 1 I 0.195" _ r -1" .�- 0.000" 0.063" r -L� Ute* �p 0.195" _f_. 0.060" O.OJO" N 0.060^ °ly 2.020" 'P•. C7TE � 0.125' '7' 0.63" 0.630" 0.062'ti 1.90r80"70916 " 0.062' .a. 1.993" � �/ (�s. 0.630" 0.630` 0.062' �i ,i+ F"J z --�--L -1. .069 }-+0.971" I •0.971"1 0.143' 0.143" 0.096" ///, (m 0.062 X0.200" � 0 60" O.OG 1. 70"-f O.G30" I 0.062 0.200" 0,630 U W 1.069" 0.06 > LL 1.069" 1•y 0,062 rjl Q Q Z u ul 5.745"MAX. SUPPORT LEG OPTIONAL �-•1.069"-� 0.200"� 4-1.069'•-{ , 0.062" 0" W 0.062" WALL---- �j 5.745"MAX. 3 j OWALL'``y�' 2 BUILD OUT WALL' 3 STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK w SCAL"E:'HALF SIZE O SCALE:HALF SIZE O SCALE:HALF S1ZE O SCALE.HALF SIZE O SCALE:HALF HEADER/SILL O6 SCALE:HALF RZEILL / o a WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL 1� ON ALL EXTRUSIONS �^ n 0.874"I- 2.655" 0.875" gR T 01-025.1 95" 2.195" nll 1.2",nMry 3 0" 1.229" 0.060" uo 02.655' Lo 1 07 I •l 1.06 0.105" ry 44.84" ti Z .831" .069" 510" 0.105 " 0.075" �E . O.o44^4.510 0.994"-1 3O�maft 0 : ED THICKNESS OF a o NOTETEST 0.781" 0.07" "t 4.510" 3.506"} 3.506" � BARE METAL W/0��AINT IS 0.039" g O7 SILL Og SILL ADAPTER Og EXTENDED SILL EXTENDED SILL ADAPTOR >> ADJUSTABLE SILL BOTTOM 13 6;8�STREAMLINE SLAT/BLADE y SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE+HALF-SIZE L l SCALE:HALF SIZE 0.477• 6 li 0,143"-{f- 0.080" 0.590" 0.341"1.570^ 0 510° S 0.143" �II I 06 0.070" 0.245" g y 1.708" 0.143" 0.096" 0.060"'{I-- 51' 4.7s3" -� o_ 0.ils^ ®0.080" 0.117^ ¢� q 0.090"n o 4.510" ry 0.096" s I•-0.180" N I 0.000" R • 0.080" II rc�� .i �R 0.044" 0.227" O.G82'F2..22" 0.670" 0.060"� ll WPfw I'MMLSUMM0PE 0.693" 15-2339 E NOTE:THICKNESS OF BARE �---1.625"-� 0.420" SCAL¢: METAL W/O PAINT IS 0.039" SCALDESCRIPTIONi 15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP Igb WALL SILL PAGE E SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE ^I 9 I 0.125" 0.610" STAINLESS STEEL }h 2.8-02j--f" NYLON WASHER OR y� •„t�(`, /// "��" -�("� A 0" ALUMINUM 0.357" `I- .ASSEMBLY I ' f 0. SO" 0.320"0 HOLE o -Q. 0.276" wvt oy o #14xJ.-3)4'414 HTS.5. o 0.880' NYLON al v a INSERTS SCREW W/TC ULTRACOTE T--- 0.591" z O.OS WHEEL _1 -0_120"6 COATING M A OFrt TRACK (TYP TOP&BOTTOM] n 0.062" Ill.lao" { ro.z4o NYLON BUSHING W/WASHER: �_ /9j/ 0. 3 1 0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOPTYP.AT EVERY .{ // " "�U �•- 5"MAX.- --j INSIDE JOINT AT OTHER IOP., 0.874" 7/16"0 x i"0 INTERIOR JOINT BOTTOM O.ISA' 0.137° /tt t Ig{t dt 14 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ >SU W '� 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED Q t9 a 22 ROLLER FASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT Z L� W SCALE:HALF SIZE ,SCAUQUA1".F_;�L7,�EJ• NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE Zl?�( ,;,o g OR KEYITHUMB TURN OPERATED INSIDE. W •+w'^3 (-}0.250^ 23}BRtiSSYPUSH LOCK 3. 3 @f-SCAUEt HAL -" f-SIZE ✓ c W P: I ,W'� ROASS" j 1.478 2.125" a 110.500" ,4M.1 .c+: 0. . . 0.2�03 -6" 1.710"" 21.22"4 " + 0.2I67 "63 0.531" 0.531" 0.090^ 0319" 790" 286" �0. - 264" ' 6 . l .o 2.250" A4 6 07 0.60.607" 0.250' 0.224", 0239n 't t �W0?da. N .40.240" .i 1.758�2.75a� RAINGUARD '0RO0lV€=FLOOR-'fRACK 3.476" 0.z4 SCALE:HALF SIZE .�5HALFIZE 0.160" CEN - 20,062" 0.17 UNIMATECOCt3 - OX CENTER 0.222 6" � FEMALE Bn{s<w TER pp4 ALE MrMtta`y'i E SCALE,HALF�SIZE SCALE:HALF SIZE SCALE,HALF SIZE - o E= $ 48-0.062" $S v -}0.400" 5.500"x 13/16"WIDE 7/16"0 STAINLESS 167" I 41NITER.AL NUT " 1 X406 3a n 0.125' n ry.-. �-, 0.438" 0.186" 5/16-18x1 MACHINE SCREW a m�a 0 " 0121" S TYP. 5/16"0 STAINLESS STEEL N p B L 1 f---}0.689" POWDER COATED,ZINC DIE-CAST T- 4,500" I ..,.�-.. -� HEAD STYLE VARIES DELTA A�OpEL 2022 A SECTION A' 36 T=LOCKlAOA'AjER 37 T-SCREW INSERT 38 THUMB SCREW " INOUSTR At SYSTEMS I "' SCALE:FULL SIZE SCALE,FULL SIZE n o 0.254" 40 406 40c 35 BOX LOCK I SCALE, HA F SIS N c SCALE:HALF SIZE "'_i U_319 F.,ND STRIP 1" 1 st 9 A SCALE:HALF SIZE j--2.000"--' 2" & 3" EXT s qq m i }-1.625•--1 f-1.500'--} -11-0.125"SCALE: HALF SIZE a6 0.125" 0.050" T __- s 0.043" 0.125" Mg o 0.085" 0 0 0.125" aaPlElwuFwvxLeuauwoPF. rt 0.093" ^' 15-2339 0.2s0" $ r, 0.085" m SCALE: PACE OESCRiPTCON' r- -7.000" ANGLE I 20 AL+F4_1r iP Z1 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE / "�4 m 39 SCALE.HALF SIZE SCALE:HALF SIZE SCALEc HALF SIZE n SCALE:HALF SIZE ( •L•':7../� i I � I b{oautnr��%0.P.E. ANY ANCHOR PER ANCHOR EDGE DIST, SCHEDULE @ I8"O.C. rEXISTING DIST. g .•;.,�C.I�f�9y 'r /r GLAZING 0011�tMM ..LLYYYY J SEE END STRIP ry SCHEDULE FOR M p A .ANGLE EMBED ppm SPAN WHEN USI _ EMBED, 17 r (INTERIOR) LEG D RECITON II II F 20,40a,40b OR c, TA •: p�v G ad F 1/4" OR 6.8 STARTER qB m. �� v"S iY 17 17 MAX. WITH 21 OR 25. O. tLpY'c MIN,0.062"THICK 6063-T6 ALUM. EDGE c { 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 (ANGLE LEG MAY BF.REVERSED) /// 6-.,`�V U U DIST. B ANY ANCHOR PERANCHOR FASTEN ANGLE TO TRACK W/ .'.ns�Y r �© (2)810x1"SCREWS AT rnU'�W€ 6SCFIEDULE.@.18i°O.C. CORNER,TOP&BOTTOM;AND U Q °'V' 3 a ATTACH TO 6.6 STARTER W/ Z 13 13 13 13 *12 x 1/2"GALVANIZED OR S.S.SMS, 812 x 1/2"GALVANIZED OR Z L m w o i 30 S.S.SMS,3/16"0 ALUM.POP l 6.80"(TYP.) i 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-7.0 MACHINE W w I USE(i)BRASS PUSH LOCK OR(1) MACHINE BOLT&Nur @ 1e"O.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 1e^D.C. 3 m (EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE m 3 y INSERT 37 AT I/3 SPAN TO 2/3 SPAN SCALE[3"=1'_0'• ANY TRACK V7/ W TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. O .c HOLE SHALL BE 3/8"MAX WIDTH,UP TO a SCALE:3"=V-0" 1"HEIGHT. SF SPAN a 1"1310(2.71 62 108" m 7 00' N USE 111 BRASS PUSH LOCK ® 82 8D" OR(11 5/16-18 THUMB 2 75" SCREW Ip{�0 THREADED LOCKING DETAILS FOR (3.7') 62 95" SEE END STRIP t�o INSERT(371AT1/3 SPAN - CENTER MATES ® 2 88, SCHEDULE FOR MAX. - 3 TO TO AN FROM SPAN WHEN USING Y BOTTOM OF SHUTTER. SHOWN ON MNDOM 3-BIO 62 86" 20,40a,40b OR 40c, d RECEIVING HOLE SHALL BE 30 13 DETAILS (4.7') — 79ry �� m /H MAX WIDTH,UP T30 62 T4" F. 1/4" OR 6.8 STARTER y e.2❑m 1"HEIGHT. ALT.1"010 62 1 0' 6 MAX. WITH 21 OR 25. =Ova<1 m (2.7') 8 _95;- I 5" O z m f'li 70 132 81 40 40 USE APPROPRIATE ` W .6 -- - - 1.5"X3" 45 93" 40 20 2 75 STARTER STRIP TO O PROVIDE CLOSURE 13 x0.083" 52 87" FOR D 360 87' BUILDING CONDITIONS. ke S 3 Y7 64 8 FASTEN STARTER STRIP . o S (INSIDE) 70 _.._75 76� TO TRACK W/(2)810x1" v T SCREWS AT CORNER,TOP o e2`X3" 45 139" =ry X0.125" —SY.._. 129' ALTERNATE END STRIP DETAIL $BOTTOM. 0 13 oCIL SCALE.3"=1'-0'• ANY TRACKW/SCREW 64 716.. BOSSES. Z r37¢¢ 73 109" u O SILL $ aW FORGREATERSPAIIS OR LOADS THAN I W SHOWN IN END STRIP SCHEDULE,END F ! I STRIPS REQUIRE A 3•X1-.090'CLIP ANGLE h tl g (n' 141IC9PRSCHE U E&ANCRORONTHE EXISTING GLASS ? o w SAt ICHit CREW OR 1/ #14.314-TEK 4 DOLT TO END STRIP. !y� `` 1 Qyn� USE(11 BRASS PUSH LOCK 3U " d F w USE 18 THISMBLOCK (INSIDE) gg ek OR 111 5/16-18 THUMB 30 13 d SCREW I O THREADED ,C $ SCREW I W. T��{{READEO a� INSERT 37 AT 1/3 SPAN SILL o $ m INSERT tp7 AT 1', SPAN Y� IN 2/3 AN FROM 7 & ' TO TO OF S FROM S N a BOTTOM OF SHUTTER ,l 1 n BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BEI Ir f(OUTSIDE) Jilt 3/8"MAX WIDTH,UP T I ys 1"HEIGHT. 23 G03 e O TYPICAL OUTSIDE CORNER CLOSURE s - g CC1 DETAILS WO/CORNER POST — —— ———— — 35 30 a NTS 13 30 COPYMM FRMKLBEIdLWDOPF. ' 13 13 23 SILL 31 215 (OUTSIDE) 15-2339 e USE(1)BOX LOCK AT 1/3 SCALE. - SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION: BOTTOM OF SHUTTER TYPICAL[INSIDE CORNER CLOSURE r x'09 CC2 DETAILS WO CORNER POST V MULTIPLE SHUTTER ASSEMBLY r NTS P, SCALE,3"=V-0" a I 0f o_ I y I , i I I ' I I � i i C1 CONNECTION TYPE #NP P4004 N �E• I REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE 4 _ SPACING71 Z ••� �� /17 1 C1 CONNECTION TYPE 1/4-20 MACHINE BOLT = I 5!= \ REFERENCE AN 1/2" W/NUT @ 12"O.C.OR 4 / \ SCHEDULE FOR MAX. ® 014 SMS(u1 6"O.C. z ' SPACING 1/2" _ ITYP.TOP&BOTTOMI 2 FASTENERS ALUM. TUBE 6063-T6 ALLOY EACH ANGLE SEE TA9 A FOR SIZE. I v~i St�DR(6�OR �iP ��3 O o OR 6 z w ///// t�.-1 1'•x 2"x 1/B" ` 11 ALTERNATE THRU BOLT OR 2"x 2"x 1/B" e o z w= w ALUM.ANGLE >FIT REFERENCE ANCHOR Z° MN GLASS 0:SCHEDULE FOR MAX. SEPARATION 13 w o THREE 3/16"0 ALUM. ° 13 � SPACING PER TABLE 2 F Q N W Z t m w'��g POP RIVETS OR j 1. GLA55 = a m W w 3 THREE H72 SMS,TYP, ° 17 I I I I OR DOOR X 11 w F 3 r 3 3/16"0 ALUM.POP I � �� Q=� U1 17 RIVETIOR##12 SMS x+ w... 1B"O.C.(TYP.)' Ti / Low o w•• TABLE A(co) A(�RNA�\\ 5 DR(66 OR z PRESSURE VS ALLOWABLE LENGTH ( �0� _ 2'Q'X78" 3'x3"xItB' MAY USE MALE OR N W m PSF No B b0 No 0 FEMALE LOCK-SLAT ! w n 62 130' 168" 13 ! ALTERNATE THRU BOLT I 1/4•'MAX,FROM PIN m I I C5 CONNECTION TYPE '" GUIDE TO 72 lza" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r 'l WASHER IBUSHING rn C e2 119' v2" NTS I SCHEDULE FOR MAX, SCHEDULE FOR MAX. II '' 1 19 w' 3 d 92 114' 165' 1 SPACING - II �1 K8 mo L=ovJ/ 14x3/4"SMS @)9"O.C. 1'��a• 102 110' Ifi0' ANGLE TO TUBE CONNECTION ✓+ M 120 109" 19T o c I p m 150 gr 131' TABLE B(cc4) EXISTING HOST EMBED. 6063�T6 ALUM.TUBE Z� m I 3 200 BB' 114' PRESSURE VS ALLOWABLE LENGTH STRUCTURE O_m< EDGE DISTANCE 5 CONNECTION TYPE v Tx2"xl��B' 3'x3'x1//6" REFERENCE ANCHOR w PSF WITH 0/O WITH B/O SCHEDULE FOR MAX. SPACING C`V:. E i�p 62 113" 166" 72 ler Isr FASTENER @ 1e' D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION5 (USE ANY ANCHOR SHOWN :;-%: g I I" 62 i 101" 14r IN ANCHOR SCHEDULE). SCALE 3"=1•-0" 9 G 92 I 95" 179' w 102 90" 132' CL•� t E I 120 63' 122' L 1 150 I 74' 109' w ` 1 200 64- 94" w F m 3/16 RIVET OR H12 SMS 090"6063-T6 13 1- =w 0 MR GLASS > m pis O.C. OR 1/4-2 n x 17 ALUM.TUBE TYP. EPATABLE x Z„ k1 `a qJ NUT&BOLT ITYP.1. 3/16"�ALUM.POPL F PER ABLE 10 o m $ p ALUM. TUBE RIVET OR M12 SMSA GLASS X 0zQ p € 16"O.C.PP.) Y OR DOOR < a Q e2 6063-T6 ALLOY Ca 3 E 0 0.1" 5 .E SEE TABLE B FOR SIZE. 2"x 5"x 1/3" o. E 2 FASTENERS /I $ x CONTINUOUS ALUMINUM ANGLE o B ' EACH ANGLE 8 1"x 2"x.093"6063-T6 I OPTIONAL ANGLE INSIDE 3 16 g ALUM.ANGLE,TYP. THREE 3/16"tiD ALUM. ORIENTATION TYP. - 6 o POP RIVETSIOR 17 17 w 'fi B 17 THREE 4#121SMS.TYP.',, F � 0 0 1'•x 2"x 1/B" w OR z' x 2"x 1/B" 4 CONNECTION TYPE 73 ALUM.ANGLE ED REFERENCE ANCHOR USE MALE OR FEMALE SPACIINGE FOR MAX. � 4 PE LOCK-SLAT EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 .2 SCALEI - - (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE 1PT1 1OESCR l0N1 H12 x 1/2"GALVANIZED SCALE i 3"=1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS i OR S.S.SMS,3/16••0 ALUM. SIDE CLOSURE OPTIONS NTS POP RIVET,OR 1/4-20 MACHINE BOLT&NUT SCALES 3"=V-0" 99 (al 18"O.C. 3 I I I j ! . � 117►,fI P.E. C5 CONNECTION TYPE w REFERENCE ANCHOR EXISTING •• q����i SCHEDULE FOR MAX. STRUCTURE ❑o It SPACING S..MAX. O°4!� ' O• GLASS D: GLASS GLASS "w C1 CONNECTION TYPE 1/4-20 MACHINE BOLT OR DOOR F v u Q.} OR DOOR w w REFERENCE ANCHOR O W/NUT @ 12 O.C.OR 2 5 Sv In w» SCHEDULE FOR MAX. 19 014 SMS @ 6"O.C. <z~ I,---w=ow SPACING 13 x W<T' MN 13 7=4 y j 1/2" (TYP.TOP 8 BOTTOMI MR M vl vai J (LASS N r-z u m /2., •�. T QFm •'tc 1/4"-20 THRU BOLT W/ GLASS X m EPARATION m-w< < ¢ #14 x 1/2"SMS @ 12"O.C. PER- z Z I- w _ o LOCK NUT @ 12"O.C.E.S. EP PERn ErFF OR 3/16"0 ALUM.POP TABLE2 <-wi Q U I~/I 5ORn0R/ 12 z 1/2"SMS @ AL12"O.C. .Sw F RIVETS 6"O.C. OR 1/4"0 E a ❑ OR RIVETS @ ALUM.POP TABLE2 z O° m w owF_,La U w�I ALUM.POP RIVETS @ 12"O.C. RIVETS @ 6"O.C. E.S. x < ¢ 1�111N. C R 1/4"A ALUM.POP RIVETS / m 11 AND 3O w rrnn Q > IXu d @ 12"O,C.E.S. / 1/4"MAX.�FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARRAT oN w j n U <-U,o Z 1/2"TYP. GUIDE TO S ING 13 In x❑ -7 Y m•n w F O9 AND 10 GUIDE TO BUSHING PER TABLE2 I- L ASSEMBLY WASHER ITYP.1 w WASHER ITYP.I _=Z u J W p q>V / 1/2" 1/2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR— m t-o w< 3 5z o BLOCK OR WOOD FRAMING X z o z I- I, ,�a 3 y m EDGE REFERENCE ANCHORI Q Q II(I w / 4I CONNECTION TYPE DIS SCHEDULE FOR MAX. Y o0. �w " REFERENCE ANCHOR SPACING v w .i❑ A / EDGE SCHEDULE FOR MAX. < a �/ DIS SPACING AS SHOWN / REFERENCfi ANCHOR IN DIAGRAM ON PG.9 (�OR 6 OR n SCHEDULE FOR MAX. EXISTING CONCRETE, U3 O 6 m BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN SPACING.ALT.FASTENER Cl CONNECTION / GUIDE TO BUSHING / ® LOCATION.FRONT AND REFERENCE AN1/ WASHER ITYP.) rn It L1/4"MAX.FROM BACK ANCHORS NOT RED'D O INSIDE MOUNT SECTION SCHEDULE FOR 19w WITH THIS LOCATION 5 CONNECTION TYPE PIN GUIDE A SCALE.3"=1'-0" SPACING a J ITYP1'NG WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE 3"=1'-0" EXISTING CONCRSPACING o ° BLOCK OR WOOD FRAO zm m tL �/ OD BUILD OUT MOUNT SECTION �a e TYP, BOTTOM EXISTING CONCRETE, SCALE 3"=1'-0" `0 z L BLOCK OR WOOD FRAMING w m NOTE.FOR DETAILS A,B,D,AND E ON THIS SHEET, j EDGE IST- EXISTING 4 CONNECTION TYPE STRUCTURE m THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR C. C5 CONNECTION`TYPE A MINIMUM OF TWO SETS OF ANCHORS AND ISA ! m SCHEDULE FOR MAX. fyREFERENCE AlJCHOR o MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX. USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 1 SPACING c OVER THE GAPS BETWEEN SECTIONS. 1/2., SPACING C W F lJ (x 7 m a . GLASS w F j w o ¢ 2 OR DOOR MR F' ❑ ti S it ! GLASS 13 f =w 0: w 012 x 1/2"SMS @ 12" 5EPARATII ❑ x n w w j j !n!g pp LL wwF~--w• O.C.OR 3/16"0 ALUM. PER vxi pNm �I 13 I~-v1xo� Fw❑7 POP RIVETS @6"D.C. TAEILE2 OZF GLASS ❑ w-w 4 sA s j w W w OR 1/4"0 ALUM.POP Q o< DOOR— MR GLA m oz N m € 13 x x RIVETS @ 12"O.C. L w a Ln_ < E N MR GLASS NFZWm um PER TABLE2 Xz❑zI- 1 m SEPARATION m m Q < o Q ° e PER TABLE2 X.¢Z<F- O7 AND OB �vai °If °i 1/4-20 S.S.MACHINE <�o 1/4"MAX.FROM PIN E (L ASSEMBLY < ° ?< SCREW b NUT @ kn 1/2•• 1/2" GUIDE TO BUSHING U i 12"D.C. - TYP. WASHER(TYP.) w I-: s o _ GLASS w O 1/4"MAX.FROM PIN e OR DOOR 1/4"MAX.FROM PIN m w ❑ e } X GUIDE TD BUSHING w 4 CONNECTION TYPE 1/2"` 4 GUIDE TO BUSHING r EWASHER(TYP.1 EDGE REFERENCE ANCHOR Q WASHER ITYP.1 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. — flJP51UGHfiPd10(LOOOURDO PF. M BLOCK,OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2,50NNECTION TYP.EJ 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR I BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE. - "x 3"x1/G"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE OESCRIPTIONt c 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, E AY BE REVERSED SCHEDULE FOR MAX. LOCATION.FRONT AND BLOCK OR WOOD FRAMING SPACING POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D S SHOWN DASHED) ! OR 1/4"0 ALUM.POP WITH THIS LOCATION ��} °fa WALL MOUNT SECTION RIVETS @ 12"O.C. " O O CEILING / INSIDE MOUNT SECTION O WALL BUILDOUT SCALE i 3"m 1'-0" SCALE.3"=r-0" SE TION- -` SE-ACE:3"=1'-0" O YI I - I j � I i I _ - MN CLASS NN"Rll"O GLASS SEPARATION ZJOR DOOR PER TABLE2moww0 GLASS OR 1-Q W DOOR z GLASS OR �• h w a DOR MN.GLASS X Vr M SEPARATION A m z a S rrEIATIDI AS0:w PER TABLE 2 A', f 11 • F N IW-m w W�i/P�•••" �v '• F L2LL� I O� ZOu N 023: W€ N014 w0:N m-u MAX.FROM PIN GUIDE J.¢ C1 CONNECTION TYPE w tt 0wu REFERENCE ANCHOR O zTOBUSHING WASHER(TYP.) a N SCHEDULE FOR MAX. v a WO 1/4"0 WOOD SPACING ¢In3G SCREWS @ 24" NNECTION TYPEl o w a O.C.MAX,WITH 2" REFERENCE ANCHOR W•' THREADED PENETRATION CI g "T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. / SPACING A)1- I,I B /E Ow V IB EMB."T' 14 SMS @ MIOSPAN BETWEEN. I N m STUDS FOR TRACK TO 1"x 4" BT• PLYWOOD B. TUBE CONNECTION I / EXISTING HOST STRUCTURE m STUCCO FINIS 1"x 4"x.125" 6063-T6 ALUM.TUBE DECORATIVE FLOOR TRACK DETAIL THIS DETAIL To BE USED WHEN STUD SPACING O OQ WALL MOUNT SILL DETAIL z8 d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.] SCALE 3"a 1'-0" SCALE 3"=1'_0" OWALL MOUNT SECTION THIS DETAIL MAY ; �1 s °Q`m SCALE.3"=1'-0" ALSO BE USED Iii ov AT TOP I ! O Vim' ¢� I E f Q ACCORDION SHUTTER E g PER PRODUCT APPROVAL !Iw- o -GLASS w a v SEPARATION MR GLASS OR DOOR D �I ti S APPLICABLE AT TOP ut ° PER TABLE 2 —13 m m EXISTING WOOD lG_0.421 �� a X Z z TRUSS OR RAFTER n AND/OR BOTTOM ¢ as X Q @ 24"MAX.O.C. a a 2"OR 3" S N E In EXISTING FINISH MATERIAL g 1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE ' O "" x 2"x S"x 1/8"6063-T6 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE �!I m a ' 5 2"x 3"x ye"x CONTINUOUS OR 2•P75" 3 g 1/4"TILE ITYP.I 1/4"0 WOOD LAG I I' w e55 ¢ 2"x 2"x Ve"x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" Q �a 6061-TG ALUMINUM ANGLE MINIMUM THREADEDNN K u YS T �( 3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6 m y 5` 0.9"M­-THICK 6061-T6 ALUMTRACK X '� 1/4"0 A32S GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, I 3z g I ANGLE FASTENED TO FASTENED TO ANGLE•WITH 1/4-20 = �� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE rc I MACHINE SCREWS AT 3"FROM ENDS ANGLE EXTENDS BEYOND °5 EXISTING 3 KSI CONCRETE GALV.OR S.S. AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN- a: a@ HOST STRUCTURE WITH ti•. 3 Y,'O ELCO ULTRACONS AT 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO EXISTING CONCR TE HOST 5"O.C.W/1-1/4"MIN.EMB. w s $� 3"FROM ENDS AND 4"O.C. 2-1 2"MIN. NEXT TRUSS. a -� _ q g / STRUCTURE(3000 PSI MIN) y OR 1/4"0 LAG SCREW 9"O.C.W/1-7/B" w w !° yg FOR BALANCE WITH 1�/a" I MIN.EMB. IN WOOD SG 0.42.TO 0.55. t~-m m 0 I 3 MIN EMBEDMENT AND 2y=" MAX.DESIGN LOAD AT 5'-O"MAX SPAN: ' w w r o ?? @@@ R 3 MIN EDGE DISTANCE, f 62 P.S.F. (EXISTING CONCRETE, 'S 13 x 2 z L=i J E S d a "e STAGGERED WITH 3"MIN. HOLLOW BLOCK OR m F o m Q COPIRe0FMLW1VFTT0PE MAX.DESIGN LOAD AT 6'-O'MAX SPAN: WOOD FRAMING.SEE Z O Z(- SPACING,TYP. t 52 P.S.F. ANCHOR SEHED, , 2"x 5"x 1/8"CONT. X W 0:Q BASED ON..YPE OF ALUM.ANGLE(6063-T6) o a 15-2339 5 HG BUILDOUT MOUNT STRUCTURE u 6CAL61 SCALE.NTS (MAX.DESIGN LOAD t 72 P.S.F.) ¢ PA6E DESCRIPTION:. Hb PASS THRU DETAIL TRUSS MOUNT SECTION F SCALE:3"=1'-0" O ¶9 S SCALE:3"=1'-O" ^ i | ! � -' ' . ' ^ � � I, i I ANCHOR SCHEDULE: CONCRETE; 1 1 2.5"MIN EDGE DISTANCE 0 Spans Up TO W-0 i Spans UO To W-3" Spans Up To 12'-D 111V111 1 i. .-r LOADCOLIN TYPE i CONN TYPE CONN TYPE �j 120' ANCHOR (Ps0 Cl C2 C3 C4 I C5 Ci I CZ !C3 1 Ca I CS Cl I C2 I C3 CA I CS LA3 16.0"16.0"15.0"16.0"16.0" 1/4"ITW TAPCON OR ECO 16.0"16.0" 9.0" 13.0"16.0"16.0" 9.5" 5,5" 8.5" 14.5" ULTRAGQN WITH]-3/4' S3 1d.0"16.0"10.5"]4.5"16.4"16.0"12.0" 7.0" 10.7'16.0"55.0" 7.5" 4,5" 7,5" 10.5" A 01fN 'LLj z" EMBED(3192pst MIN CONC) 62 76.0"16.0"8.5" 12.5"16.0"16.0"_9.5•; S.5" B.S" 15.0"15.0" 7.5" 4.5•• 7.5" 10,5" „++, ��m.1+ - 7 J{8�COMBINATION i �' .b •70 16.0"13,0" 7A" 119"16,0''15.5" &0" L 7.5" 11.5"15.4" 7,5" A,5" 7.5" 10.5" � � - F a#•Yri 100 I5.0" 7.5" 4.5" 7.5" I4,S"15.0" 7.5" 4,5" 7.5" 10.5"ISA" 7,S" 4.5" 7.5" 103" 2 x S IT Y g / 10 COMBINATION /7Jf 1(4°MILLENRIM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"i6A" 16.0" 8.5" S.5" 9.0" 13.5" 11 f ((t1'Ai :411 WITH 1-314"E14BED(3275psi 53 i6A"16.11"11.0'15.0"116.0"16.0"11.0" 79" 20.5"16.0"13.5" 7.0" 4.5: ZS^ 9`S' 0 ry. Lu U x 4 a7 MIN CONCRETE) G2 16.0"15.0" 8.5" 13.0"16.0"16.0" B.5" 5.5" 9.0" 13.5"13.5' 7.0" 4.5" 7,5" 9.5" W 70 16.0"12.D" 7.0" ISA"16.0"14.0" 7.0" 4.5" B.6" ]0.S"13.5" 7.0" 4.5" 7,5" 9.5" _ {� N m�t9 p a 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.S" 9.5" 13.5" 7.0" 4.5 7.5" 9.5 w u 1jg'F:LCO CRET€FLEX 554 43116.0"116.0"116.0"16.0"16.0"16.0"16.4"13.5"16.0"16.4"16.0"12.5" 8.0" 13.0•'16.4" 1 x S TYP.) 2 x S TVP. Ni 9 3 3 W/2"EMBED(3350psl MIN S3 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16.0"16.0 10.0" 6.5" 11.0"14.0" W w CONC) 62 16.4"16.0"12.5"169"1541 i6_0" 8.0" 33.0"I6.0"36.0"10.0" 6.5" S I.O"14,0" N a i/i : Y Y - 70 16.0"16.0'10.5"16.0"16.0"i6,0"SD.S" ZD" 11.5"15 0"16.0"10.0" 6.5" 11.0"14.0" o w 9 f0° 16.0"14.0" G.5" 11.0"14.0"1G.0"14.0'" 6.5" 53.0 14.4 56.0 10.0 6.5" 11.0"14.0" l ,may O 113"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. ` ¢ Cl C2 C3 C4 Cs ICI CZ C3 Ca CS C1 CZ CS C4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO 43 16.0 I6,0'_ 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 1641 16.0" 9.11" 3,0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE 1U0 WITH OUTSIDE u9 ULTRACON WITH 1-3(4' 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.4" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY M EMBED(3192psi MIN CONC) 62 16.4"35S' 4.5" 5.5" 36.0"16.0 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE�§}WITH 70 16.0"12.5" A.0 5.0" 16;0"i5.0" 7.5" 11.0"14.5" 7.5" 10.0 OUTSIDE ANCHORS ONLY ... .., ,100-14.5" 7.5"I�fjlf��i/110.0"ia.5' 7.5" �,j,/�/Jj 20.0"14.5^ 7.5" I0.4" 1R iii333333 1/4"MILLENIUFI MILLFAST 43 16.0'•16:0"11.0"13.5"16.0"16,0"13.0" 6.5" 9.3" 16,0"13.0" 7.0" WITH I.3/d'EMBED(3Z75pst S3 16.0"16.0" 8.4" ll.0.I6.O"I6,0" 99" 59" 7,S" 26.0"10.51 5.5" S,S" 7.5" ANCHOR NOTES: t�wr�ii tC$ b MIN CONCRETE) 62 16.0"11.5" 6,0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0"103" S.5" 5.5' 7.5" DETERMININGFiiw F'R.` o ( 70 26.0" 9.5" 5.5" 89" 16.0"11,5" S.5" 5.5" B.5" IDS" 5.5" 5,51 7.5• 1. SPANS ANO ABLEOADS SHOWN HEREARE AN OCIFIANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE p e m 100 10.5'• 5.5" 5.5" 7.5" 10.5" 5.5" ", 7.5" 14.51 S.5" S.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE I(Pg 1). � K U (1-i/d"MIN EDGE DISTANCE 44 3 iJ4"ALL-POINTS SOLID-SET T� 3 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ZL'�< ' p S ANCHOR W/7/B"EMBED 8 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR u u y. 114-20 SS MACHINE SCREW 43,15.0"16.0': 8.5 30:5"76.4'_16,0_ 12_0. 5_5" 7S" 16.0"12.5" 6.5" 3.0" 59" 30_0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ip g p 8 (3000psi MIN CONC) 53 160"15.0"' 6.5" 8.0" 16.6;16 0 8 5 4 0 6.0 35 5'10_0 5 0"%9 D F.0" THAN OR EQUAL TO SHUTTER SPAN. Kw 62 Y6-.G"11.0"15.0-17,0" 160'12.5" 6.5" 3.5 SA 10.0" 10.4 S D" 4.0" 7.0- 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. M. 7D 36 O 9 0 4 S 6 0" i6 0 10 5 5.5 ZO 4.0 8 0 L0.0 S 0" 4.01. 7 0'_ 4, EXISTING STRUCTURE MAYBE CONCRETE,ASTM C-90 HOLLOW CONCRETE $g m 100 10.0" 5.0" d:0" 7.0" 309" S.O•' 49" 1.0" 10.0" 5A" 4.0" 7A" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER p 1/4"ALL-POINTS SOLID-SEF 1 1 3"MIN EDGE DISTANCE __ _ ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE .@ ANCHOR W(7/e"EMBED& Cl C2 C3 C4 CS ICI CZ C3 C4 C5 Cl C2 C3 C4 C5 CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, a 114-20 55 MACHINE SCREW 43 16.0"16.0"16.4 16.0"16.0"16.0"16.0"1].S"76.0 16_0 16.0 11.0 7.0" 13.0"1bA" •K�- " (3000ps1 MILL CONC) 53 16.0"16.0_']3.5"16.0"1610"16.0"14.0" Il 13.5"16.0"16.0" 0.5" S.5" 9.5" 12.0' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0'16.0"10.5"16.0"I6.0"16:0"L1.0" 7.0 11.0"I6.0"16.0' 8,5" 5.5" 9.5' 12.0" ONLY. .� 70 16.0115.0"1 9.0" 14.0"16.01111&0" 9.0" &0" 10.0"13.0"16.0 8,5" S.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED P 4" 81" 53" 9.5•' 12.0"56.11" B.5" S.5"19.5-95.0- IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 100 16.0" 8.5" 5.5" 93" 129"36. i` 1/4"POWERS SS DROP-IN ?-SIB"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER N W/114.24 SS BOLT AND Ci C2 C3 C4 CS (C1 C2 CS C4 C5 Ci C2 C3 C4 CS FINISHES. ¢ 1"EMBED(3000psi MIN 43 1C1 1CZ 14.0" 16.0"16.0 16'.0 14.0 8.0 12S"169"14.0" 7.5" S.o" g.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS N CONC} 53 1fi.0"16.0" 9.5" 14.0"16.0'"15 0" 9.S" 6.0" 10.0"16.0"11.5" 69" 4.D" 7A" 8.0'• VARY.FIELD VERIFY THAT FASTENERS ARE INTO AUEQUAfE WOOD FfiAMSNG 6 62 16.0" 11.5"11.5" b.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR o 6 a +� - SIDE CLOURE PIECES. 70 14.0"14.0 6.S" 10.5"36.0" 6.0" 7.5" 9.0" 11.5" 6A" 4A" 7.0" 8.0" S. WHERt:LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 100 11.5" 4.0" 4.0" 7.0" 8.0" I1L5" 6.0" 4.0 7.p" 8.0" 11.5" 6.0" M1,0" 7.0" 8.0' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIOOD STUD.3/4" H i/-0"POWERS 55 DROP-iN 3.112' MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.NaLAG SCREWS SHALL o =s I-`'- - HAVE PHILLIPS PAN HEAD OR HEX HEAD. W/1/4.20 SS BOLT AND C1 C2 C7 C4 CS Cl CZ C3 CA C5 CI C2 C3 C4 CS 5� V EMBED(3000pst MIN 43 16.0"16.0"I5.0'•i6A"16,0"16.0"L4,5" 9,0" 13.5"16.0'IS.O" 7.5" 5.0" 9.0" 32.4" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN a 6 CONC) 53 16.0"16.0"10.5"15.0"160"16.0"10.0" 6.5" 10.5"16,4"12,6" 6.0" A,0" 7.5" 0.5" BASE ANCHOR AND MAY NAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER z9 .4 - - - - - -- HEAD SIDEWALK BOLT),U.O.N. a a 8.0" 12.5"16.0"15:0" 89" 50" 9.0" 12.0"12.0" 6.0" 4,11" 7.5" 8i5" ( } _ 70 16,0"10.5 7.0" 11.0"56.0"52.5" 6.S" 4:5" 8.0" 9.5" 12.0" 6.6" AA" 7.5" 8.5' 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ! 100 12.0" 6.0" 4.0" 4S4" ZS" 8.5" 32.0" 6.0" 4.D" 7.5" 8.5" 55d & Z'MIN EDGE DISTANCE ' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, ' NUT OR WASHER WINGNUL C0PYRGIRFPAWLMDMRWP.E #12 SMS W/2"EYEWALL CI C2 C3 C4 CS !Cl C2 C3 C4 CS C1 CZ C3 C4 CS ARMOR INSERT W12-EMBED 43 Lb.O"16.0"11.5'24.0"16.0"56.4"'16.0" 7:S" 50.0"16.0"i6.0" 9.0" A.5" 6;5'_13_5" 21. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2000p51 MIN CONC) 53 16.0"16.0'• B.5" 11.0"16.4"16:0"!11.5" 5:5" I.W. 16.0"1-0.0" 7.0" 3.5" S.5" i0_0" SCAM 6 62 16.0"15.0^ 7.4" 9.5" ]b.0"16:0".4O" d:5" 6,5" 14.0"14.0" 7A" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO pAGy F DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS DE USED TO INSTALL PAGE DESCIIIPT30Nt 70 16,0"12.0" 6.0" &0" 16.0" 14:5"1 7.5" 4I0" 6.0" 10.5"14:01 7.0" 3,5•' S. 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 6100 14.0" 7.0" 3.5" 5.5" 10.0"1'4.0" 7.0" 3t5" 5.5" 10.0"14.4" p12 SMS W/2.75'EYEWALL 43 LG.O"I6.0 1G.0°16.0" IG:O"1G.0"10.4"14.0"16.0"16.0"11.5' 6,0" 9.5" 16.0" ARI4OR INSERT W/2.5' S3 16.0"16.0"12.0"16.0"16.0'"16.0"15.0" 7:5" 11.0"16.0"16.0" 9.0" S.O" 8.0'• EMBED(IOOOpSI MIN CONC) 62 16.0_'16.0" 9_5" 13.5"16.0"]6:0'11.5" 61S" 9.5" 16.0"16.0" 9.0•' S.0" 0.0" 13.0" Q 70 16.0"16.0" 8.0" 31.5"16.0"SG 0" 9.5" 5:5" 8.5" 14.0"16.0" 9.0" S.0" 8.0" 13.0" too 16.0'• 9.0•• 5.0" 8.0" 13.0"16:0" 9.0" 5:0" 8.0" 13.0"16.0" 9.0" S.8" 8.0" 13.0" I i � P.E. Daq��NN"y/��,,, ANCHOR SCHEDULE: CONCRETE CONT. , 2-3/16"MIN EDGE DISTANCE 3-I/8"MIN EDGE DISTANCE /; •Y7'TO '' LOAD _Spans N To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up To 8'-3" Spans Up 70 12'-0" O ANCHOR (P H CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE s CI C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 I C4 C5 C1 C2 C3 C4 CS I-3/4"EMBED(2899ps1 MIN 53 I6.0 16.0'ON4.0"16.0" 16,0"I6 0"16.0"12.0"16.0"16.0"16.0"11.0" 7.0" 12,0"16.0"16.0"116.0"14.5', 6.0"16.0"16.0" 12_5_ 16.0"11.5" 7.5" 12.0"16,0" T QFm z t! s 5/16-ITW TAPCON XL WITH 43 16.0"16.0"16.0•'16.0"16.0"I6 .0" 14.5" 9.0" 14.0"16.0"16.0" 9.0•' 6.0" 1000"12.5"16.0•' 4.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16.0" I6.0•' 9.5" 6.0" 10.5"13.0" 'CONC _ ---62 16.0"16.0"I1.5"16.0" 1600"16'.0"I1.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16,0" 1.5"16.0"16.0"16,0"11.5" 7.5" 12.0"16.0"16.0" 9.5" G.0" 105"13070 16.0"15.5" 9.5" 15.0" 16.0"16.0" 9.5" 6.0" 10.5"13.5" I6.0" 9.0'16.0" 10.0"12.5" 16.0" 10,0"15.0"16.0"16.0•'10.0" 6.5" 10.5"14.0"16.0" 9.;" G.0" 10.5"13.0"100 16.0" 9.0" 6.0" 10.U"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 6.0" 10.5"13.0"16.0" 9.5" 6.0•' 10.5"13.0" 16.0" 9.5" 6.0" 10.5" 13.0. U 5/16"ELCO UL7MCON 1YITH M13 160"160"160"16.0"16.0"16.0"16.0"13_5"16.0"16.0"16.0"]2.0" 8.0" 13.5"16.0"16.0" 16.0"16.0"16.0"L6.0"16.0"15.0" 16.0"16,0" 16.0"13.0" 7.0" 35,0"16.0" 111 =1-3/4"EMBED(3500ps1 MIN 53_ 16.0"16.0"L6.0"16.0"16.0"16.0•'15.5"10.0"16.0"16,0"Ifi.O" 9.5" 6.5" I1.5"17.5"16,0" IG.O"16.0"16.0"16.0"16.0•'11.0"16.0•'16.0" 16.0" 10.5" 7.5" 12.5"15.0•' wu CONC) 62 16,0"16.0"12.5"16.0"16.0"I6.0"12.0" 8.0" 14.0"16.0"16.0" 9.5" " "1705"16.0" 14.0"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0•' 16.0"10.5" 7.5" 12.5" I5.0" /� Q 070 160 160"105 160"160 160 100 7.0 12.0"14.5"16.0" 9.5" 6.5" 11.5"13.5"16.0" 11.5•'16.0"16.0"16.0•'11.0•' 7.5" 13.0"16.0'•16.0•'10.5" 7.5" 12.5•'15.0" z u to `_100 16.0" 9.5" 6.5" 11.5"13.5"16:0" 95" 6.5" 115 135"160" 9.5" 6.5" II.S"IJ.S"16.0" 7.5•' 12.5"15,0"16.0"10,5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0" Z N O 9 i a 1/4"304 SS POWERS TAPPER _ i! 1-1/2"MIN EDGE DISTANCE 3"MIN EDGE DISTANCE __ _ _ _ W 1 j 3 N w W/1-314'EMBED 3000 5I --'--- - m FEIN CONC) ( p C1 C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS N r 43 16.0"14.5" 6.5" 8.5•' 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 1G.0"16.0"_13.5"16.0"16.0"1fi.0"14.0" 8.0" _12.0"16.0"14.5" 7.5" 4.5" 8.0" 11.5" 53 14.0" 8.5" 4.5•' 6.5" 14.0" 9.0" 4.5" l.0•' 4.5" 9.0" 6.0" 3.0" 3.0" 4,0" Ifi.O"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.D" 9.5" 16.0"12.0" G.o" 4.0" 6.5 8.5" N OW dx 62 11.5" 6.5" 3.5" 5.5•' 12.0" 7.0" 3.5" 4.0" 6.0" 6.D" 3.0" 3.0" 4.0" 76.0"13.0" 7.5" 11.0"I6.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5" 8.5" a 70 9.5" 5,0" 7.0" 5.0" 10.0" 6.D" 3,0" 3.5" 4.5" 6.0" 3.0" _3__ 4.0" 10.5" 6.5" 10.0"IG.O"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" G,0" 4.0" 6.5" 8.5" C ___. ____ __..___.__ - &§ .0" 4.0" 6,0" 3.0" 3.0" 4.0" 6.0" 3.0" J.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 100 6.0" 3.0" 3 . __- ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK G o G Spans fl ryP6 11"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE „ -_. O '-0" SPanS Up To e'-3" Spans Up TP 12'-0" Spans UP To 6'-0" Spans UD To 8'-3" Spans UP To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE CONN 1YPE CONN TYPE o:$ d O ANCHOR (psf) I (r F� ' sG' Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl CZ C3 C4 CS Cl C2 fl C4 CS CI I C2 I C3 I C4 CS Cl C2 C3 C4 CS 1�"y pQ m a „ I/M1"ITW TAFCOIf WITH B.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" J.5" 11.5 10.0" 5.0" 6.5" 11.5" 8.5•' 4.5•' 3,0" 4.5" 8.5" 4.5" 1-1/4"EMBED 5J 7.0" 4.0" 7.0" 4,5" 4.5" 9.5" 6.0" 3.5" 5.0" 9.5" 3 11 B..5" . 9.0'• . .., ,._ 11.0fi.0 &1/ 3-,5..' .0" 4.0"62 5.5" 3.0" 6.0" 4.5" 8.0" .0" 4444....0000""•"' z 70 -5. . 3.0" 4,0"• 0 4.0 13.0" 4. %0" 9.0" 5.Dw/4" O UTMCOFWITH 4 13.0" / /1.1/4"EFBED 53' 10.5 6.5 10.5" 6.5" 6.5" 10.5" 6.5" 5 0.5" ' q.04.5"% 4.0" 9.0" 0. 3D" 7.0" 7 .5 . .70 " 3.0" 100 4. 3.0" 3.0' 3.0" 0O 1/4"1ILLEFlUM 4ILLFA5743 , . . ,0" 13.5"11.5 5.5" m ANCHOR Y/1-1/4"EMBED } 4.5 LO_0 " O 4.0" 7.0" 62 8.0" 4.5" 8.5" 5.0" 4.0" 4.0" 9.0" 5.0" 5.0" 95" 70 6,5" 7.0" 4A" 4.0" u 7.5" 4.0" z100 4.0" 4.0" 4.0" 4.5" u ''� 1,-1/4"MIN EDGE DISTANCE u 3 1/4"ALL-POINTS SOLID-SET ..- _ .__7."MIN EDGE DISTANCE _ _. " O ANCHOR W/7/8"EFIBED& C1 C2 C3 C4 CS C1 C2 C3 C4 � CS CI Q C7 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS Ci C2 C3 C4 CS 8 0 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5_0" 6.0" 15.0"11:0" 6.0" 3.0•' 4.0" 11.0" 6.0" 3.0" 5.0" iG.O"1G,0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16_0" 11.0" 5.5 3.0 M1.5" 8.5" z 53 12.5" 7.5" 3.5" 4.5" 12.5" B.D" 4,0" 3.5" 8.0" 5.0"% 3.5" 16.0"13.0" 6.0" 8.0" 16.0"14.0" 7.5' 4.0" 5.5" 13.5' 9.0" 4.5" 4.0" 6.5" n d` 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" G,5" 16.0"11_0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4_0•' 6.5" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5"% 4.0" 7.0" 9.0" M1.5" 4,0" 6.5" Q m 8 e __.. _ slu3 1 9.0" 4.5" 4.0" 6.5" _i.-0" 9.5" 4.0" 6.S" 9.0" 4.5" 4.0" 6.5" - -- �' 5/16"ITW TAPCON XL WITH .__ 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE 51 m 1-3/4-EMBED Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Ct C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 C5 43 16.0"16.0" 9.0 12.0" 1161..0"14.50"%7.5" 8 154...00•' e6..055" % 6 10.0"53 15 5.50 5 5.5" ....555" 62 3.0" 7.0" 4.5" 80 13.0" B60 �qIL€SF1P4? 67U 4 ��§s P 1008$ !!1111 3-1/9"MIN EDGE DISTANCE 5 ? C 1.9/16"MIN EDGE DISTANCE 88 5/I6"ELCO ULTMGON WITH C1 C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 CI C2 C3 C4 C5 C1 C2 C3 C4 CS R 2 1.114'EMBED COPTBNMFP/1NLBUPUPOOPS. 43 12.0"10.0" III12,0" 8.5" B.5" 16.0"16.0" 8.5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0" 53 9.5" 6.0" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5" 16.0"ll.a•' 6.0•' ID.S•' 7.0" 15-2339 6 62 8.0" 8.0" 14.0" 7.5"j 7.0" 14.5" 6.5" 7.0" 7.0" SCALE: 70 6.5" 7.0" 11.5" 6.0" 6.0" I2.0" 7.0" 7.0" PAGE pESCRipfloNi too I _ I ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. O I ANCHORiSCHEDULE: HOLLOW CONCRETE BLOCK Fua1 ���lr',.E. I _ _ 2'MIN EDGE DISTANCE Q I! Spans Up To 6'-O" Spans Up To 8'-3" Spans Up Ta 12'-0" � LOAD CONN NPE CONN TYPE CONN TYPE b= ANCHOR i E CPsN CS C2 C31 CA I CS C1 I C2 1 C3 I CA I C5 CS C2 C3 I Cq I CS ,' 0.#65 412 SMS Wj 2"EYEWALL { 43 ifi.0" 16.0 7.5 9.0 16,4 IS.S' B.5" 4.5 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" _"A•; :6 ARMOR INSERT W(I-1/4" r 53 16.0"10.5" 5.0" 7.0" 16.0' i1.D"-coil 3.5 54" 11.0" 7.0" 3.5" 3.5" Z UU O EMBED { {I 62 14.5" 9.0" 4.5" 4.0" 7,0" 7.0" 3.5" 3.S" 5.0" A y. y m ( 70 11_S' 6.0 3,5 5.5 12.5..7.5" 3,5 3.5" 5.5" 7.0" 3.5" 5.0•, {, r SOD 7.0 3.5 33 5.0" 7.0" 3.S" 3,5 5.0" 7.0" 3.5" 3.5 5.6" ��/� +c;g ANCHO (SCHEDULE: WOOD (G=0,55) ���``'' , ,v t>1u� gF ' E 3/4_"MIN EDGE DISTANCE f11 QO L9¢6 Spans Up To 8'-3" ,Spans U LIE2'-0" V t 0 0§ Z'o 1 LOAD C CONN :YPE"?'� - CONN TYPE CONN TYPZ N"a Jam Ox ANCHOR tp=0 Cl � C3 C4 CC57 C1 C2 •C3 C4 { C5 Cl C2 { C3 C4 C5 W W''}r 1f4"GYIGISGREWiWFTH�i;3!" *41 t6.0"SS:D'1+11.5" 12,5"STLOsi 16.0"16,0" 7.5" 9.0" 16:0'•16.0 24.5' 4.5' 6.0" 16.0" 3(i ro 7",,. q MIN HREAp=PENETRATION 1 53 26.0"16.0" 8.5" 10.0 Ifi.O"16.0•'36.0" 6.0" 7.0 16.0•'16.0"SS.S" 4.0" 5.0" 16.0 o�g Y 62 16.0"16.0" 7.0" 8.5" 16.0 16.0"14.5" SIG" 6.0" 16.0"16,0"72.5" 4.0"�5.0" 164" 10C)•- 70 16,0"16.0" 6.0`• 7.5" 16.O"16.0"12.5" A.0"' S.5" 16.0"16,0"11.51114.01115.0" 16.0" a I 100 .I6.0"]L5" 4.0" 5.0" 16.0"16.0'•11,5" 4.0'• 5.0" 16.0"16.0"11.5" 4.0" 5.0'• 16.0" 7/26"WOOD BUSHING WITH 43 16.0"16.0" 8.8" _20:0"i6.d"15_S" 8S" 4,5" T.O" 8.5" 4.5" 4.5" 7.0" 6 1.13"MIN EMBED 8 1/4.20 1 53 16.0"10.5" 5.5" 8.0" 16.0"11.0'• 6.0" 3,5" 5.5" 12.0" 7.0" 3.5" 4.0" 5.0" 55 MACtiSNE GREW i 62 24A" 8.0" 43" 6.5" 14.5" 9.0" 4.5" 3.0" A.5" T.0" 7.0" 3.5" 4.6" 5.4" m DQ ,L+mm 70 12.0" 6.0"-i-SMS.5" 12.5" 7.S" 3,S" A,0" 5_5" .7.0" 3.5'_ 4�0'• -- 0.+ rss§5 O �w`` ! 100 7.0" 3.5" 4.0" 5.0 7.0" 3.5" 4.0" 5.0" 7A" 3.5" 4.0" 5A" F THREADSPEN E4{RAT[OND I 93 16.0"16.0" 12.5"14.5"16,0"16.0"16.0" 8.0 10,0 1�0"16.0"11.5" 5.0" ?!K. 3 6 SCREW WITH{1=3J4"MiN 53 15.0"M16.9' 9Z' ft.5"16.0"ib.0"35G" 6.0" SA" 2b.0"16.0" 9,5" 4A" 5,5" 13.0"62 9.5 16.0•'16.p"11.5" 5.0" 7.0" 1.0"16.0" 4.0" 5.5" 13.0" ;70 16.0" 8.5" 16.0"16.0"30.0" A.5" 6.0 24.0"16.0" 9.S 4_0" 5.513.0iN I100 16.0" S. 13.0"16.0 9.5 4,0 5.5 13,0"16.0" 9.5 4.0" 5.5 i3.0" purl�+o ie ANCHOR iSCHEDULE: WOOD (G-0.42) Z� p 314"MIN EDGE DISTANCE bG ,Sans Up To 6'•0" Soans Up To 8'-3" Spans Up To 12'-0". ("„�1,,,,.•'• t�f� X �y i LOAD CONN TYPE CONN TYPE CONN TYPE �''E �g <5 O ANCHOR 111 x C1 C2 I C3 C4 CS Cl C2 C3 I CA I C5 C1 I C2'1 C3 I C4 CS o + 1/4'LAG SCREW WITH 1-3/4" 43 16.0"16,0" 9. 10,tl"26.0 76.0"16.0" S.5" 7.0" 16.0'•16.0" 9.5" 3.5" 4,5 15.0" m "r 5 M1F1 THREAD PENETRATION 53_16.0"1fi3O" 6,5" 8.0" 1fi.0"16.0" 12,5"_4.S" _5.5'_16.0_15.0" 7.5": 3.0" 4.0" 4 (I { 62 6.0"26.0" 5,5" 6.5" 16.0"16.0" 9.5" 3.5" &4" ISA"15.0•'-7.5"1 3.0" 4.0".11.0----- I < a 4 o 70 16.0"13,5" 4.5" 6.D" 16.0"16.0•' 8.0 3,0" 4.0" 11.5"15.0•' 7.5" 3.0•' 4.0" 11.0" r 1 lOG 15.0" 7.5 3.0 4.0" 11.0"15.0" 7.5" 3.0" 4,0• 11.0" T.5" 3.0 4 414 SKIS OR 414 WOOD 43 16.0 16.0 8.5 10.5"16.0"16.0'•12.5•' 5.5•' 7.0" 16.0•'13.0 66_5" 3.5" 5,0 10_5" to p SCREW WITH ,3(4"MIN I 53 16.0 16,0 6,5 8.0 36,0"36,0'• 8.5" 4,0" 5.5 16.0•'10,5" 5.5" 2,5' 4.0'• 7,5" 3 THREAD PENETRATION ` 62 16.0"11.5" 5.0" 7.0" 16,0"13.0" G.5" 3.5" 5.0" I0.5"50.5 5.5" 2.5" A.0" 7.S' 70 16.0" 9.5" A.5" 6.0 16.0 110 5.5 3A" 4A" 8A" AO.S" 5.5 2.5" 7.5" y 5.5" 2.5 4,0" 7.5" 16.S•' 5.5" 2.5" 4.0" 7.5" LL ANCHOR'SCHEDULE: GROUT-FILLED CONCRETE BLOCK t` 6 _ 4"MIN EDGE DISTANCE Spans Up To 6'-d" Spans Up To 8'-3" Spans Up To 12'-0" q6 a G LOAD CONN TYPE CONN TYPE CONN TYPE bg x ANCHOR r. iiiir (PsN CI C2 C3 GA CS Cl C2 C3 C4 CS W C2 C3 $C4 gCg O1 5(16"INt TAP,CON XC WJ ! 43 26.0"ib.0"16._0 16.0 16,0 16.0 I6.0"15.0"36.0"36.0"26.0"25.0" 9.0" 12-1/4"MIN.EMBED 1 53 16.0"16.0" 16.0" , . ." . 6A"16.0•' 16.07.51p�.�,�,� 16.0"16.0 14.0 16.0"16.0"16.0 15.0 9.0" 14.0"16.0"I6.0"22.0" 7.51O"�i 70 16.0"16.0"11.5"16.0"16.4I6A12.5_ 0,0 12.5"16.0"16.0"12.0 7.5" 1 g o I 100 16,0"12.0" 7.5" 12.0"36.0 16.0 72.0 7.S" 12.G 16.0" aka & 5/16'ElCO ULTMCON W/ i 43 16.0 56.0 10.5"14.0 16.0 16,0 10,5 6.5 9.5 26,0 L2.0" 5.5" 6.5" 9.0" fXP1RI0trtF101d(L BEMWFpp PE. °1 D 2.1(4'MIN.EMBED 1 S3 16.0"13.5" 7.5" 11.0 16.0 14.0 im/idffimml 7.5 13.5_ 4.0 6.5" r. - -16.0•'10.0" 15-2339 70 15.0" 5.0" 0" 15.5 9.55.5" 7.0•' 9.0" 6.5" SCALE: O I 100 9.6" 5.5" 6.S 9.05.5" 6.5" 9.0" 6�..5 PAGE DESCRIMONi s z O 412 SKIS W 2" ''_.... _.._. t7 O I i I 2'MIN EDGE DISTANCE I ( Ci C2 C3 CA C5 C1 i G2 C3. C4. C5_ Ci-. CZ_ C3_ C4_. C5 / EYEWACL 43 16.0"16.0" 9.5" 11.5"16.0•'16.0" L4.0" 60" 80; 16.0"14.5" 7.9" 3.5" 5.5" 11.5" 099 c ARMOR INSERT W/2-EMBED 53 16,0"26.0" '7.0" 9.0" 16.0"16,0•' 9.5"' 4,5" 6.5" 16.0"11.5" 6A" 3.0" 4.5" a.", ^ 62 16.0"13`0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5; 5.5 12.0 11.5" 3_0" ANCHOR NOTES:SEE SHEET e'! t 70 16.0 10.5 5.0 6.5" 16.0" 3.0" -6.0" 3.0 �4.5" 8.5" 9 FOR ANCHOR NOTES. 11.5" 6.0.1 3.0" 4.5" 8.5 11,5 6.0 3,D" 4.5 8.5 L3.5 6.0 3.0 4.5 8.5" i I i {� I