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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION6/30/2021 Florida Building Code Online (/ JF ., ;.. v' BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I Contact Us .I° BCIS Site Map ' Links I Sear b a {r/�_1 ::: Product Approval , I0� USER; Public User Product Approval Menu > Product or Application Search > Application List > Application Detail �Ct FL # FL13757-R9 Application Type Revision Code Version 2020 Application Status Approved AUG 2 3 'c,()1 Comments ST. Lucie County, Permitting Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florii Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L. BLANCO, P.E. e= Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13757 R9 COI INDEP123.pdf Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME97bsXAB16%2by%2fnOFlQMjf7ew%3d%3d 1/2 6/30/20,21 ' Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL13757 R9 Equiv EQUIV123.pdf Method 1 Option D 04/23/2021 04/27/2021 04/27/2021 06/08/2021 FL # Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R9 II DWG1.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure combinations and additional limitations of use. FL13757 R9 AE EVAL1.pdf Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R9 II DWG2.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R9 AE EVAL2.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R9 II DWG3.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Design Pressure: +110/-128 Created by Independent Third Party: Yes Evaluation Reports Other: See product drawing for additional information, anchorage, etc. FL13757 R9 AE EVAL3.pdf Created by Independent Third Party: Yes Back Next 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 electroi mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The em 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, pie; 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 he Product Approval Accepts: 1F_& ' M eCFeck `k®. Credit Card Safe www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME97bsXAB16%2by%2fnOFlQMjf7ew%3d%3d 2/2. IN% ENGINEERING y EXPRESS ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT April 23, 2021 Application Number: FL13757.2-R9 EX Project Number: 20-26160 RECEIVED Product Manufacturer: Town & Country Industries FAUG 2 3 2a21 Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 ST. Lucie County, Permitting I Product Name & Description: 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 1(d).. The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #20-26160 titled "6.8 Streamline Shutter", sheets 1-12, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 / TAS 202 test standards per test report(s) #HETI-10-3024, HETI-10-3026, HETI-10-3033, and HETI-10-3034 (signed and sealed by Candido F. Font, PE) by Hurricane Engineering &I Testing Inc. (HETI). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-05 / TAS 201 & 203 test standards per test report(s) #HETI-10-3035, HETI-10- 3036, HETI-10-3037, HETI-10-3038, HETI-10-3039, HETI-10-3043, HETI-10-3042, HETI-10-3041, and HETIA 0-3040 (signed and sealed by Candido F. Font, PE) by Hurricane Engineering & Testing Inc. (HETI), in addition to test report #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, LLC (HTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. System Porosity 5. Anchor Spacing 6. Anchor Capacity 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM �1 ENGINEERING EXPRESS Page 2 of 2 TOWN & C❑UNTRY INDUSTRIES — 6.8 STREAMLINE SHUTTER No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). Respectfully, BEN g *_ q�O flOfnaP: aCJ�. 04/23/2034'1,�SSl.... Frank Bennardo, PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 Digitally signed v:......NNq by Frank `�`2`l': y ENSE "•.RD : Bennardo Date: FLOR,aP' aG,: 2021.04.23 10:26:36-04'00' 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 i (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM 6.8 STREAMLINE SHUTTER GENERAL NOTES: I FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SEVENTH EDITION (2020), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE (IRC). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED WIND ZONES 0 1-3, IN ACCORDANCE WITH ASTM 1996. IT IS KCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL N 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 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE z CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL U) DOCUMENTS. 12. WHEN THE SITE CONDITIONS DEVIATE FROM. THESE APPROVAL DOCUMENTS THE BUILDING ° OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE, FL 9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330 H TAS 201, 202 & 203 FLORIDA PRODUCT APPROVAL NUMBER a°` 14. ALL EXTRUSIONS SHOWN SHALL BE 5063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K. S.I. 15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A 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. 16. ALL SHUTTERS SHALL HAVE'A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 8 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. y 18. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". L 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 22. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE 1: ACCORDION SHUTTER SPAN SCHEDULE SHUTTER POSITIVE DESIGN PRESSURE PSF NEGATIVE DESIGN PRESSURE SPAN PSF 120" 53 53 144" 43 40 TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. AUG HURR!C: ;NE PROTECTION LOCKI TABLE 2: Digitally signed 9 :�o by Frank Bennardo Date: 2021.04.23 i `SSIONA-`' 10:26:08-04'00' UNLIMITED WIDTH'`. File 1 TYPICAL ACCORDION SHUTTER ELEVATION. 1 N.T.S. EXTERIOR ELEV MINIMUM SEPARATION FROM GLASS HVHZ NON-HVHZ SEE NOTE 3 SHUTTER SPAN INSTALLATIONS <_ 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE INSTALLATIONS _< 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE 72" 2-1/4" 1-5/8" 2-3/8" 1-5/8" 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" 120" 4-1/8" 2" 4-1/4" 2" 144" 4-7/8" 2" 5" 2" VISIT ECALC.10126160 rr FOR SITE SPECIFIC DEVIATIONS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THIS OR CODE 7 VISIT ENGINEERINGEXPRESS.COM/STORE ■ FOR ADDITIONAL PLANS, REPORTS & RESOURCES FRANK BENNARDO,PE PE# 0046549 CA#9885 .••��... ...., . •F,. �k4g0o: :p 092Y20Sl�,FsS1pNP� �•: TRACK Z z DO i-I! VIEW 1191, A � N w of o F rl p�u0 Wrr mLnU CALL redIn Ln O 2 LL Ewa W W Tu- X, �¢LUA °4, NTZC1W � o W n W W � U_ z 1 W W, y FOR LUCIE Cgp�0/(^�//,(U1/j��Nr � 0 �'E9 "( '7� M J U_ bw r,3 �4 Qrn< W M 0 m C d M ° e COw �mz z - w TOM a U �. 4 CK p -• E w Lou � Q og ca � o O d TABLE 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE =NNTY AND BROWARD COUNTY FLORIDA. . 2. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 3. SEPARATION FROM GLASS YIm mJ mini a�a' IS NOT REQUIRED FOR INSTALLATIONS IN WIND J = VILLJ Y z{ JLL "7 J U1UAz: , wp'u z z ZONES 1-3 UNLESS LOCAL lY'J n J �3 ml xsY< MUNICIPALITY HAS !un ADOPTED ADDITIONAL '�09 CRITERIA. a o 4. INSTALLATIONS IN WIND ZONES 1 N w�� THROUGH 4 OUTSIDE OF THE HVHZI¢' Y WITH SPANS LESS THAN 30" SHALL w 1' U w �i ��WB UIU UI HAVE 2-7/8" MINIMUM SEPARATION FROM GLASS WHEN <_ 30' ABOVE a �;LL w k='z z LL,LL m gS=a° w �'� of h�go • GRADE, AND 1-5/8" WHEN > 30' ii?i-d �!R -11 m COPYRIGHT ENGINEERING EXPRESS ABOVE GRADE. S. BETWEEN 20-26160 SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN SCALE: - THOSE INDICATED ABOVE, THE PAGE DESCRIPTION: SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996. 0 ST. Lucie County, Permitting I N E PROJECTION VARIES 15" 2.874" I N 1.708" 0.100" 1 0.195" p, lL I - I 0.630" t 0.062" � rr �L 0.062"-u•c00" 0.062" �p.200" k.069" 1.069" L- 5.745" MAX. 5.745" MAX. ALL 4 _ SLA7-� E HA'LrMOOE 0.7�5" ---2.655"- 1.069" in 0.105" 0.781" Oj SILL SCALE: HALF SIZE 4.874" MAX. T- 0 00 0.125" N 1.708" 0.100" 0.195" 0.060" 0.125" t � 0.630" n f nil 0.630" 0.062" ^� 0.450" Ln- t08 0.062" N N 0.060"- 0.630"- 0.971" 0.06 UPPORT LEG OPTIONAL 0.062" �1.830" P0.07 U 1 2.820" 0.062" 1.993" 0.143" �0.971"1 0.143" 0.630" �1.069"4 0.06 1, LL 0.200' 0.062" OBUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 4.753" 4.510" 0.044" 0.227" NOTE: THICKNESS OF BARE METAL W/O PAINT IS 0.039" 15 6.8 STREAMLINE STACK SCALE: HALF SIZE 0.874' }- 2.195" 1.229" 0 0 N N O I� Q 0.105"1 4.510" O8 SILL ADAPTER SCALE: HALF SIZE } 5"- }--t 0. 0.510" 0.060" Og EXTENDED SILL SCALE: HALF SIZE Z.820" 1.993" 0.143' 0.143" N 0.630" LO061"� 0.200062"- �1.069"-� 0." 16 RADIUS CEILING HEADER/SILL SCALE: HALF SIZE 0.875" 2.195" rl.230" -T I I � _ 00.105" M N I Ln Lnffl � f I N 0.075" V' � Q 3 � 0.075" � 3 N 0.994" 1 r-1.908"61 0.096' I 0.630" v 0.062" I 0.062" �0.2001. r 1.069"A LL OLITE HEADER/SILL SCALE: HALF SIZE 4.84" 4.510" 0.044" 0.075" NOTE: TESTED THICKNESS OF 4.510" BARE METAL W/O PAINT IS 0.039" 3.506' 10 EXTENDED SILL ADAPTOR GADJUSTABLE SILL BOTTOM 13 6 8 SiTIRE�AMiLIiNESLAT�BlADE SCALE: HALF SIZE SCALE: HALF SIZE SCALIEPH%aL'F SrZE 0.060"� �jt7,� 6.8,_ S�TARiTiER --SCALE HALF SIZE FRANK BENNARDO,PE PE# 0046549 CA#9885 •``V BENry,.y 04rz�zR Sso �D N o� w ro y o e� lW J m Ln W LLV)m aowW U SOXUU7 I->Q_�w 4,Q w oLc9 Z' i L co Lu o Z r.' Lu� O� -1 �+w W I' V F-W 111 O / O P-� N n Lo t\ M J LL � N a �7F)$ pCA < o N a'a Om Q� (Z) (n J LL Z LL Za U J 4 -� 0 ��•' � w w 0o og Q, v o O � w 0 �2 �3 3 F � = m J mJ ca m ?� CS U LL Y LL U LL m Sa$8 Z Z Z m5E� OYUY�Kv y9 z o�Is�y H °o�j�3 wwowvm �aio COPYRIGHT ENGINEERING EXPRESS 20-26160 IN IN E m m N N N T 0 0 0 N 1 5" MAX. 1 g AN GLE SCALE: HALF SIZE 0.250" R0.155" R0.500" 0 0 M 2.250" 0.250" �- 2.750"-� 27 RAINGUARD SCALE: HALF SIZE 0.610" STAINLESS STEEL ASSEMBLY 0.320"0 HOLE 0.880'- t NYLON ]rl 0.11.100,111, ' WHEEL -1 �- 0.240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. �2�YR;Q;L•LER�'LpY SC-ALE;_HALF-SI-ZE 4.00 0.500" 0,064" co M 0.118.111T 4 1 0.224" �_2.000" 0.060" 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE xNOTE: DECORATIVE FLOOR TRACK MAY BE ATTACHED TO ANGLE PER DETAILS Cb/5 OR Ca/6. 5.500" x 13/16" WIDE r [� . 41A in 0. 1: M I 4.500" DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE " 0.400" HtItI 0.188" TYP. }-} 0.689" SECTION A d 0.250" oO 0 7.000" 11� 39 2X7 ANGLE SCALE: HALF SIZE 1.950" �0.280"_H .4 0" o w r0.Q50" o Z • o va Iv•� m 0120,16 0.750" 0.870" CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR KEY/THUMB TURN OPERATED INSIDE. 23J RASS SUP�� H L®,CK S.CALE:-HALF'SIZ'E NYLON WASHER OR ALUMINUM #10 x 2-3/4" 410 HT S.S. INSERTS IF SCREW W/TC ULTRACOTE INTO COATING TRACK (TYP TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16"0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR �24 BUtSHIIiNG AS�SEMBL_1' ®E�TAII. -&CALE.. AL-F SIZE 0.357" 0.276"' 0.591" r0.062" i N k.137"0 2g BOX CENTER INSERT SCALE: HALF SIZE 1.978" 2.125" 0.236" 1.742" 0.286' 1.603" 0.267' 0.623" 1.710" 1.224' 0.790" 0.090" 0.319" 0.531" 0.531" n BO + �26 + I0 00 0 0.28 "Go o 10 o + o 0 �6� 0.607" 0.607" rn + .-I In In In Ln .-I Er) N 0.496" 0.240" i I 1.758" + 3.476" 0.160" � 0.222"1 r 0.240" 1.001' 0.062" 0.062" 0.062" � 0.176" pi°�UN,IiM�A�TELO_CK 31 MALE BOX CENTER 32 FEMALE BOX CENTER "SCALE: HALF S ZE SCALE: HALF SIZE SCALE: HALF SIZE POWDER COATED, ZINC DIE-CAST 7/16"0 STAINLESS STEEL NUT 30 5/16"0 INTERNAL THREAD IM 5/16-18x1 MACHINE SCREW STAINLESS STEEL HEAD STYL VARIES LOS*A.QITiER rr �7�lk 12 S REAW74tNISERT' f3;8 _THUMB`�SCfZE�1N ' OPTIO ALA SCALE: -FULL SIZE SCALE: FULL SIZE SCALE: HALF SIZE {---1.625"� 0.050" 0.125" 0.085" n n N 0.085" 20 ALT. 1" END STRIP SCALE: HALF SIZE �-1.500"- j f__ 2.000"--f 25 2"x3"x0.125" ANGLE SCALE: HALF SIZE -- 0.062 LLJ H �1 v X m w 0 }3A1 0.438" a; X N 0.121" I'� w ri 4 ° KO.254" 40a 40b 40c 03191 END STRIP 1" 2" & 3" EXT -1 r 0.125" SCALE: HALF SIZE �p RECESS SILL SCALE: HALF SIZE FRANK BENNARDO,PE PE# 0046549 CA#9885 •"V BENH�., �s 04/23I2d�SS; °NAl E `.•: %D N O It z It .I wm of 0 Lu `mrm� wZan �XU U=rLLn wWLL_ z :wU i' W �QwoW(5 O m Z w o E cc .. aim N.. U W �wZ LL O W vFw =� N n In M _j J LL. rw�s o0 rn �rnti O c ro O IY M Oo Z5D m L z o J cu �a 0 w w ogQ o �2 ^ Y F a N N N sR 5 qi Fg =mJm'd§_< i.I LL Y LL U LL Z Z >Z C� lY J (n J ry > � oo _ p Y U Y [C K V Spa' v0i io =�a a U cl U U U W F J p• z N U N N N � m COPYRIGHT ENGINEERING EXPRESS 20-26160 SCALE: - - PAGE DESCRIPTION: OF ANY ANCHOR PER ANCHOR SCHEDULE @ 18" O.C. EMBED. EDGE DIST. USE ( 1 ) BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCREWI 37 0 THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BE 3/8" MAX WIDTH, UP TO 1" HEIGHT. G\ (.-Z EDGE DIST. EXISTING DIST. GLAZING Z U) Z N AANGLE JEMBED EMBED zo N L0 . LGD z w II II (INTERIOR)W Ina 30 I ,.II_06` ICK;;606=3=T.6-ALUM. NGLEVJ 1 MIIN TO A N 0. 'max--5> y 4- (oANGLE-=LEG MAY BE REVERSES 0" (EXTERIOR) `�a QIMAL, PL�►ANJ VIIEW W ! I I (INSIDE) y I I \ 0 13TV (nZ N I^�� E I zQ ^ LIJ g w w p SILL In o H I W L O I Z LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS s I USE (1) BRASS PUSH LOCK u U OR 5/16-18 THUMB r SCREW I O THREADED INSERT 7 AT 1/3 SPAN TO u BOTTOM OF SHUTTER. RECEIVING" WIDTHS UP T BE 5 1" HEIGHT. 23 OTYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST NTS `/2'.' GALVANIZE - OR S.S. SMS, 3/1,6" b ALM.0POP RIVET OR 1/4-20 MACIiINEiB4L &-NUI—@ 18" O.C. END STRIP SCHEDULE PSF SPAN V B/O (2.7") 62 108" 72 100" 82 94" 112 80" 132 75" 2" B/OO((3.7") 62 95" 72 88"' 82 83" 3" B/OO((4.7") 62 86" 72 79" 82 74" ALT.V B/O (2.7") 20 62 110" 72 102" 82 95" 112 81" 132 75" 1.5"x3" x0.093" 21 45 93" 52 87" 57 83" 60 81" 64 78" 70 75" 73 73" 2"x3" x0.125" 25 45 139" 52 129" 57 123" 60 120" 64 116" 70 111" 73 1 109" FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE, END STRIPS REQUIRE A 1"Xl" .090" CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & #14x3/4" TEK 0. 13 SCREW OR 1/4-20 BOLT TO END STRIP. 30 30 13 (OUTSIDE) SILL E I TYPICAL INSIDE CORNER CLOSURE a m ODETAILS WO/CORNER POST 0 NTS g w w N w Ii o ALTERNATE END STRIP DETAIL' WITH 6.8 STARTER AND ANGLE SCALE: 3" = T-0" !n ZZUl N �La nn Sm ALTERNATE END STRIP DETAIL SCALE: 3" = V-0" EXISTING GLASS -7 SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 20, 40a, 40b OR 40c, 1/4 OR 6.8 STARTER VIAX. WITH 21 OR 25. FASTEN ANGLE TO TRACK W/ (2) #10xl" SCREWS AT CORNER, TOP & BOTTOM; AND ATTACH TO 6.8 STARTER W/ #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16" Q1 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT & NUT @ 18" O.C. ANY TRACK W/ SCREW BOSSES. SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 20, 40a, 40b OR 40c, 1/4" OR 6.8 STARTER MAX. WITH 21 OR 25. 40 40 USE APPROPRIATE STARTER STRIP TO 40 20 PROVIDE CLOSURE FOR BUILDING CONDITIONS. ` FASTEN STARTER STRIP TO TRACK W/ (2).#10x1" SCREWS AT CORNER, TOP & BOTTOM. ANY TRACK W/SCREW BOSSES. o w Q ►- USE (1) BRASS PUSH LOCK INSIDE (INSIDE) m OR (1) 5/16-18 THUMB L3 IX ¢ Qa F- SCREW 1 0 THREADED INSERT 37 AT 1/3 SPAN SILL z vI TO 2/3 AN FROM a BOTTOM OF SHUTTER l/ 21 5 30 13 v 30 n __ 13 23 101 ITCIPIC\ USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T-0" FRANK BENNARDO,PE PE# 0046549 CA#9885 04232�71y�SSIO NP� �,• 19 I� tD N z oIt 11 It w M 0 I. M--u0 Ill � -J Ul U pB�g4 pFpS J LL Ln M K In 3' O z w w U x g� �> Q —� w WL � < ui 19 z ��p��� O s Coo z Lu�I' XN0NL)w 0 -1 mzw c) W : w@ z r N � � 2:w w l ow t0 p N n Ln n M .-a J LL. to rn Q m 0 M 11�� O'er 5 m J z� a U J Q 0 W W = o ogo a� co o o w �R n in��Na o,a�No� LL = m J m U)m ao� zLL Y LL U LL d- 3 z >z> m � w J (n J 3:> p Y U Y WOf U 3E 81 zoo`s Z w,� 0 m o Nzjw Y w w 81 ' 2' �� .� Q�m�mmm o0 rC fn LL Z LL LL o0 COPYRIGHT ENGINEERING EXPRESS 20-26160 crni F- - r4l 2, 2FASTENERS EACH ANGLE 1" x 2" x 1/8" OR2"x2"x1/8" ALUM. ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. TABLE A (CC3) PRESSURE VS ALLOWABLE LENGTH PSF 21,x2"xl/8" No B/O 3"x3"xl/8" No B/O 62 130" 188" 72 124" 179" 82 119" 172" 92 114" 165"' 102 110" 160" 120 104" 147" 150 97" 131" 200 88" 114" 13 ALUM. TUBE 6063-T6 ALLOY SEE TABLE A FOR SIZE. 3/16"0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT ALTERNATE THRU BOLT C5 CONNECTION TYPE CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR NTS SCHEDULE FOR MAX. TABLE B (CC4) PRESSURE VS ALLOWABLE LENGTH PSF 2"x2"xl/S" WITH B/O 3"x3"xl/S" WITH B/O 62 113" 166" 72 107" 157" 82' 1 101" 147" 92 95" 139" 102 90" 132" 120 83" 122" 150 74" 109" 200 64" 1 94" 3/16 RIVET OR #12 SMS @ 18" O.C. OR 1/4-20 NUT & BOLT (TYP.). 17 3/16"0 ALUM. POP ALUM. TUBE RIVET OR #12 SMS 6063-T6 ALLOY [a@ 18" O.C. (TYP.) SEE TABLE B FOR SIZE. 2 FASTENERS EACH ANGLE 1" x 2" x .093" 6063-T6 ALUM. ANGLE, TYP. THREE 3/16"0 ALUM. o POP RIVETS OR 17 THREE #12 SMS, TYP. O O J 1"x2"x1/8" 13 OR2"x2"x1/8" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT B TYPICAL CORNER CLOSURE DETAILS NTS #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM POP RIVET, OR 1/4-20 — MACHINE BOLT & NUT 1p 18" O.C. Cl CONNECTION TYPE REFERENCE ANCHOR —EXISTING HOST SCHEDULE FOR MAX. / STRUCTURE SPACING Cl CONNECTION TYPE �� 1/4-20 MACHINE BOLT REFERENCE ANCHOR 1/2" W/NUT @ 12" O.C. OR SCHEDULE FOR MAX. ` ® #14 SMS @ 6" O.C. SPACING / . 1/2�;.r (TYP. TOP & BOTTOM) t~n Wo AOR 6 OR/ (S�OR 6 � ALTERNATE THRU BOLT zw O :3 Cl CONNECTION TYPE REFERENCE ANCHOR MIN. GLASS tY Ix = SCHEDULE FOR MAX. SEPARATION 13 u w SPACING PER TABLE 2 �Qzw GLASS OR DOOR TM u=1 w a Q X u) N u � 44 � � R Lo z 5 OR 6 OR = J to 1/4" MAX. FROP Cl CONNECTION TYPE GUIDE TO BUSH REFERENCE ANCHOR 1--- - I � WASHER (TYP.) SCHEDULE FOR MAX. SPACING j� '-- 14x3/4" SMS @ 9" O.C. ---/ ANGLE TO TUBE CONNECTION EXISTING STRUCTURE HOST EMBED. 60632T6 ALUM. TUBE 5 CONNECTION TYPE SEDGE DISTANCE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 18" O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). SCALE : 3"= 1'- 0" w . Hw J rn -2" x 2" x H LL > D Ix 090" 6063-T6 ALUM. TUBE TYP. woo ow MIN. GLASS 13 EPARATION = tn w z u JQ m LLJ o to�oQ GLASS 2X LL ozm M W w OR DOOR O a F- 2" x 5" x 1/8" a s 4?PERTABLEQV u v►x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE INSIDE ORIENTATION TYP._ EDGE DI T . 4 CONNECTION TYPE REFERENCE ANCHOR 'p\_SCHEDULE FOR MAX. XK SPACING EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION SCALE: 3"= 1'- 0" SIDE CLOSURE OPTIONS SCALE: 3" = l'-O" FRANK BENNARDO,PE PE# 0046549 CA#9885 "V BEN N^,•„ V o aw 142320d1�'SSI ONP� � ••• Lo %D N z 0 Ewrmi;y0 !1J'-r rn VI U U J o vl 'LN M rN 7�O = Ewa w W U� � x p L9 ix Q w o W c� IL m c z .Z. zO _ ^ Z w z 3LL�f� N W �w l kLu N n Ln n m J LL N to N i W =3 3 79 m rn �7ca tl' M OO m _j zLL zmb 'a U J 0 w w 0 ogCD U O cn 0 o LI Q N O N N o i-z L m J m V1 m ao� j LL Y LL U LL z Z Z >ZG€ Y J U) Z aww w o H� Y U U U U - d ¢Nm�LLmm �o COPYRIGHT ENGINEERING EXPRESS 20-26160 SCALE: - O GLASS OR DOOR MIN. zW OJ ❑o C[aWuj " o7 �utn� �QZ.r LnwaW to Ln J GLASS OR DOOR 1/4"-20 THRU BOLT W/ GLASS X m ¢ #14 x 1/2" SMS @) 12" O.C. LOCK NUT @ 12" O.C. OR EPARATIO w PER OR 3/16"0 ALUM. POP 12 x 1/2" SMS @ 12" O.C. E.S. TAB E 2 Z F~- RIVETS @ 6" O.C. OR 1/4" 0 OR 3/16"0 ALUM. POP ALUM. POP RIVETS @ 12" O.C. RIVETS @ 6" O.C. E.S. \ _ _ R 1/4"0 ALUM. POP RIVETS / 11 AND 3O @ 12" O.C. E.S. 1/4" MAX. FROM PIN ASSEMBLY 09 AND 00 GUIDE TO BUSHING ASSEMBLY WASHER (TYP.) ow 1/2" T. EXISTING CONCRETE, F ow BLOCK OR WOOD FRAMING "' W / 4 CONNECTION TYPE / EDGE REFERENCE ANCHOR / DIST. SCHEDULE FOR MAX. r/ SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. 9 C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX. STRUCTURE SPACING Cl CONNECTION TYPE 5" MAX. 1/4-20 MACHINE BOLT W w w REFERENCE ANCHOR 19 W/NUT @ 12" O.C. OR w > > SCHEDULE FOR MAX. #14 SMS @ 6" O.C. 13 j to ❑w w SPACING 1/2" (TYP. TOP & BOTTOM) MIN. GLASS = J N H u m o to ¢ /2" PARATION PER TABLE 2 X Z Z H- w Q w a o to S�OR�OR/ J In w o OR 6 a W 1/4" MAX. FROM PIN H LLi w > 1/2" TYP. GUIDE TO BUSHING SEIPARATSON PER TABLE 2 13 W _ ❑ WASHER (TYP.) W ui t n 2 J GLASS = z u m `� z 0 Z a 3 CONNECTION TYPE OR DOOR ---�J EDGE REFERENCE ANCHOR u Q w m Q~ J o DIST. SCHEDULE FOR MAX. E a SPACING uQ REFERENCE ANCHOR EXISTING CONCRETE-) SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING \ SPACING. ALT. FASTENER / ® LOCATION. FRONT AND 1/4"FROM BACK ANCHORS NOT REQ'D OB INSIDE MOUNT SECTION PIN GUIDE TO WITH THIS LOCATION SCALE : 3"= V- 0" BUSHING WASHER O INSIDE MOUNT SECTION ' (TYP.) A SCALE: 3"= T- 0" — / TYP. BOTTOM NOTE: FOR DETAILS A, B, D, AND E ON THIS SHEET, THE BASE TRACK MAY BE INSTALLED IN SECTIONS WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS A MINIMUM OF TWO SETS OF ANCHORS AND IS A MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS. 1/4-20 S.S. MACHINE SCREW & NUT @ 12" O.C. GLASS OR DOOR— a I g N OR x 3" x 1/4" CONT. e 063-T6 ALUM. ANGLE .1 lAY BE REVERSED o S SHOWN DASHED)- MIN. GLASS SEPARATION PER TABLE 2 0 Op WALL MOUNT SECTION SCALE: 3"= 1'- 0" GLASS OR DOOR — W #12x1/2"SMS@12" ~ � O.C. OR 3/16"0 ALUM. � w > > POP RIVETS @ 6" O.C. f- to X w W OR 1/4"0 ALUM. POP m i-- z v m RIVETS @ 12" O.C. l7otn¢ XWOxzH OAND© J ou F u W ASSEMBLY — 1/4" MAX. FROM PIN o m GUIDE TO BUSHING w WASHER (TYP.) EXISTING CONCRETE, BLOCK OR WOOD EXISTING CONCRETE, FRAMING BLOCK OR WOOD FRAMING C3 CONNECTION TYPE #12 x 1/2" SMS @ 12" REFERENCE ANCHOR O.C. OR 3/16" 0 ALUM. SCHEDULE FOR MAX. POP RIVETS @ 6" O.C. SPACING OR 1/4" 0 ALUM. POP - RIVETS @ 12" O.C. C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING CONCRETE, / } SPACING SCHEDULE FOR MAX. .f— BLOCK OR WOOD FRAMING-- EMBED. Ca BUILD OUT MOUNT SECTION EXISTING CONCRETE, SCALE : 3"= 1'- 0" BLOCK OR WOOD FRAMING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING "4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w. Hw MIN. J > > GLASS 13 F- V _ N w w `.PARATIO = Z u co PER u1 p to Q TABLE 2 X2 ILL_ ❑ Z F- u tan 2104"m in GLASS OR it MN. GLASS - DOOR PEjM R TABLE 2 11/4" MAX. FROM PIN 1/2" lU 1/2" GUIDE TO BUSHING TYP. WASHER (TYP.) lw7 L0-�Ln4 o CONNECTION TYPE EDGE REFERENCE ANCHOR DIST. SCHEDULE FOR MAX. SPACING AS SHOWN Z-C4 CONNECTION TYPE IN DIAGRAM ON PG. 9 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION OCEILING / INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" SPACING 2" /- &R0 1/4" MAX. FROP GUIDE TO BUSH WASHER (TYP.) cr H ui uj J w Z) 0 � V)m0 tnww. �u zm tDotnQ Q W cr Q H f J 0 a u� r 11/4" MAX. FROP GUIDE TO BUSH WASHER (TYP.) CONNEC. OWE TYP . REF--ERENCE ANGHgR?� SCHEDULE FOR-M, PACING= - EX15=TIN"G' CO,NCRET i6'LOGK�OR WOOD FRAMING `'�— JEE�TION SCALE : 3"= 1'- 0" FRANK BENNARDO,PE PE# 0046549 CA#9885 ................ BEN,I tD N z O wm of m e uO Uj�`f ul, J rntnU wggLL(n �" MKIn LL d w zrV O =wd wwUmwx �iQ -zw 0¢woLZ m z w gX OL oz" Cu ON�Jmzw U� H %1• Lnw�fZ (n W Lu W ow to 0 N n Ln n LL w �79{ ~�� o0) ¢ to cn .i M 0 M & z `zm LLi a U 0 W W Q O J a2 v o w F p � N O ,•.� � � _ `off _ = m J m U mH o C.)LL Y LL LL z z Z mQ Ca J J � 2i m JSvfd p Y Q Y 2X U MA N 1' U lrU U U Qn52 W�owmmLL o BIZ N U NN ON tF mo COPYRIGHT ENGINEERING EXPRESS c^w20-26160 MIN GLASS GLASS SEPARATION Z OR DOOR PER TABLE 2 13 0 Z) w w0U — t=Wa X to to a=LU LU J In AM-9 ii��r. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) N I TWO 1/4"0 WOOD ' LAG SCREWS @ 24" y O.C. MAX. WITH 2" LL THREADED PENETRATION a "T" INTO CENTER OF 2X STUDS 0 N EMB. "T' 14 SMS @ MIDSPAN BETWEEN d STUDS FOR TRACK TO 1" x 4" m PLYWOOD & TUBE CONNECTION STUCCO FINISH 1" x 4" x .125" 6063-T6 ALUM. TUBE y THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION THIS DETAIL MAY G SCALE : 3"= 1'- 0" ALSO BE USED AT TOP ACCORDION SHUTTER PER PRODUCT APPROVAL IF APPLICABLE AT TOP AND/OR BOTTOM 2" OR 3", GLASS OR DOOR MIN GLASS SEPARATION irW w J ui W a to m in = Z H oW z wjrtn J o Z v.250" FROM PIN Q OF GUITO BOTTOM OF WASHER •C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 'SPACING ��1jALEXISTING HOST STRUCTURE NO DECORATIVE FLOOR TRACK DETAIL SCALE : 3"= 1'- 0" CE W ° Ix F- ~ I —GLASS ~ MIN. GLASS O R DOOR _ SEPARATION 13 to ° PER TABLE 2 N II X Q Z a a F a as E to 1/2" MIN. Y8Fr� —I3 6 2" x 3" x " x CONTINUOUS OR 2.175" 2" x 2" x Y8" x CONTINUOUS 1" 6061-T6 ALUMINUM ANGLE 0. 9" MIN. THICK 6061-T6 ALUM TRACK ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3" FROM ENDS HOST STRUCTURE WITH AND 9" O.C. FOR THE BALANCE Y4" O DEWALT ULTRACONS EXISTING CONCRETE HOST AT 3" FROM ENDS AND 4" 2-1/2" MIN. STRUCTURE (3000 PSI MIN) O.C. FOR BALANCE WITH 13/4" MIN EMBEDMENT AND MAX. DESIGN LOAD AT 5'-0"-MAX SPAN: 2YZ" MIN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, STAGGERED WITH 3" MIN. MAX. DESIGN LOAD AT 6'-0" MAX SPAN: HOLLOW BLOCK OR WOOD FRAMING. SEE SPACING, TYP. f 52 P.S.F. ANCHOR SCHED. BASED TYPE OF J OBUILDOUT MOUNT RE HO STRUCTURE SCALE: NTS 0 EXISTING WOOD (G=0.42) TRUSS OR RAFTER 1/4" MAX. FROM PIN GUIDE @ 24" MAX. O.C. TO BUSHING WASHER (TYP.) EXISTING FINISH 1/4" TILE (TYP.) MATERIAL FINISH MATERIAL 3/4" PLYWOOD 2" x 5" x 1/8" 6063-T6 ALUM. ANGLE W/ THREE 1/4"0 A325 GRADE THRU BOLT @ 7" O.C. 1/4"0 WOOD LAG OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. SCREWS WITH 2-3/4" GALV. OR S.S. MINIMUM THREADED 1/4"0 DEWALT ULTRACON TO PENETR. "T" IN WOOD @ CONCRETE/CMU EACH RAFTER OF TRUSS, 5" O.C. W/1-1/4' MIN. EMB. 24" O.C. MAX. WHERE OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8" ANGLE EXTENDS BEYOND MIN. EMB, IN WOOD SG=0.42. TO 0.55. LAST TRUSS MORE THAN 6", EXTEND ANGLE TO. NEXT TRUSS. 2" x 5" x 1/8" CONT. ALUM. ANGLE (6063-T6) (MAX. DESIGN LOAD ± 72 P.S.F.) Hb PASS THRU DETAIL SCALE : 3"= 1'- 0" w w OTRUSS MOUNT SECTION SCALE : 3"= 1'- 0" FRANK BENNARDO,PE PE# 0046549 CA#9885 ;,i • 9 swa°r '2W 2 0' ON o� wm 02: ~ M u0 r�'((�� Ill ►J m UI U En W En 4Pj Fed LL K U1 En�,Lu z o 0 wu w��x pia —mow Wu zOZ�aW m c Z ixN_j EM I zw O14 ,ww Z a I L m in W w ow N rl Ln n m J F_ L U N �$ Q M M �.0 a Gt M Q� � m U- z ?m a U Q uj '` N W W Q og i O � o m m m uozQ U J LL 1' N LL U LL gg c z m 5 >z pYUY[Y fYU z y R' U E2 s 0: Q w 0 m F o Z m Joa m m age z N U N N N � ioo COPYRIGHT ENGINEERING EXPRESS 20-26160 � La W J SCALE: - - FF-- � _ D En W Lu PAGE DESCRIPTION: Z U m I', OF �2 QuJ(x< ua U� U a 12" MIN FROM EDGE OF SHUTTEF TOP OR BOTTOM 0.1! 3.5" MIN, TYPICAL 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE EDGE OF ACCORDION SHUTTER BLADES 1 LIGHT-N-VIEW WINDOW 8 N.T.S. EXTERIOR ELEV 0.125" 0.032" 0.032"' 1 I + I I 02.875" 03.250" LIGHT-N-VIEW WINDOW 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB ROUND WINDOW ASSEMBLY `EDGE OF ACCORDION SHUTTER BLADES Lu0 �o E 0 w zU))m �00 N wa QO w 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND Q - U WINDOW ASSEMBLY \ 2 BLADE W/ ROUND WINDOW N.T.S. EXTERIOR ELEV EXISTING HOST ALT. LEG DIRECTION STRUCTURE 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM 1/2" SPACING, AND 3" MINIMUM EDGE DISTANCE AX (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER DESIGN SCHEDULE C7 zZ ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ �Q 12" O.0 OR #14 x 3/4" SMS 6" O.C. Ma MAX.Lu 3" MIN �1/2" 5 6 k EDGE 0 3 16 = DISTANCE LIJ MIN. GLASS 13 J z ~ w EXISTING A SEPARATION w 0 j GLASS OR PER TABLE 2 k p p DOOR = 0 = Nuu 3" MIN Uu EDGE 1/2" MAX Q w < DISTANCE ••. CL � Z uwi V) 5 6 3 16 1/4" MAX. FROM PIN GUIDE M M TO BUSHING WASHER (TYP.) 2:Q M 1/4-20 MACHINE BOLT W/NUT @ ACCESS 1/2 HOLE 12" O.0 OR #14 x 3/4" SMS 6" O.C. SPAN TUBE PER EMBED. I DESIGN SCHEDULE j 1/2" (2) 6063-T6 ALUMINUM ' �t-f 1�1AX. ANGLES PER BEAM END, SIZE EXISTING . 1 PER SPAN TUBE SCHEDULE HOST 1/4"0 THRU BOLTS SEE BEAM STRUCTURE SCHEDULE FOR REQUIRED NUMBERS \\1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM -SPACING, AND 3" MINIMUM EDGE DISTANCE MAX. DESIGN LOAD = t 72 PSF 3 SPAN TUBE SECTION N.T.S. VERT SECTION SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE TUBE SHUTTER SPAN THRU-BOLTS ANCHORS PER LENGTH SIZE SPAN ANGLE TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 60" 123.8" 135.2" 2 2 2 3 4" 7" 0" .125 96" 101.7" 106.9" 2 2 3 3 T 7" 123" 89.9" 94.4" 2 2 1 3 3 7" 1 7" 60" 129.1" 157.0" 2 2 2 3 4" 7" 0" .125 96" 114.8" 124.1" 2 2 3 3 7" 7" 123" 102.8" 109.6" 2 2 4 4 10" 10" 2 60" 138.0" 196.9" 2 2 3 3 7" 7" 0.125" 96" 122.7" 155.7" 2 2 3 4 7" 10" 123" 115.4" 137.5" 2 3 4 5 10" 13" 0" 6 158.1 240.0" 2 2 3 4 7" 10" 2"x10" 0.1875" 96" 140.6 229.9" 2 3 4 6 10" 16" 123" 132.2" 203.1" 3 4 5 7 13" 19" SPAN TUBE SCHEDULE NOTES: 1. USE 2"x3"xl 4 OR 2' x5 xl/4" ANGLES FOR 2"x5" & 2"x6" BEAMS. 2. USE 2"x5"xl/4" ANGLES FOR 2"x8" & 2"x10" BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. FRANK BENNARDO,PE PE# 0046549 CA#9885 rDl n ? 04232�P��,�$SIONP��•`�, Lo t0 N z o1 W In y 0 W_ J �tnu LL= g;W n O�=mWa _ w U �x �� F > Q -Z w � < Lu (.9 y�A =moz4 EL zLuO J zw 0 LLJ Z. 3LLmFz owvFw IDO N Ln rl M J LL. �wcS 79 a °aM N al:i O M mE •C 0� M Ozm z au w m Q p w w ogQ o a> � O 0 o w it: . o F ~ ` oN N�aom Ica _ gz - xmJ�nm=a L) LL Y LLm0 LLi J In J > > m Jsx 0 Y L) Y K v n y y a ; a € w�a Q aim �m mm cs m LL Z LL LL LL �o� w �„ o w v r o �z� Ix?NUNNN 4 mR COPYRIGHT�26160RE55 O SCALE: - 0 ANCHOR SCHEDULE: CONCRETE I i N w _ I_ ANCHOR LOAD 2.5" MIN EDGE DISTANCE Spans Up id 6'- CON Cl I C2 I C3 C4 I C5 Spans Up To 8'-3" CONN TYPE Cl C2 I C3 I C4 C5 Spans Up To 12'-0" CONN TYPE Cl C2 I C3 C4 C5 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192psi MIN CONC) 43 16.0" 1n0" 5.0" 16.0" I]M0" 16.0" 16.0" 9.0" 13.0" 16.0" 16.0" 9.5" 5.5" 8.5" 14.5" 53 16.0" 16.0" 10.5' 14.5" 63�0 ' 16.0" 12.0"10.5" 16.0" 15.0" 7.5" 4.5" 7.5" 10.5" 62 16.0" 16.0" 8.5" 12.5" 16.0" 16.0" 9.5" 5.5" 8.5" 15.0" 15.0" 7.5" 4.5" 7.5" 10.5" 70 16.0" 13.0" 7.0" 11.0" 16.0" 15.5" 8.0" 5.0" 7.5" 11.5" 15.0" 7.5" 4.5" 7.5" 10.5" 100 15.0" 7.5" 4.5" 7.5" 10.5" 15.0" 7.5" 4.5" 7.5" 10.5" 15.0" 7.5" 4.5" 7.5" 10.5" 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275psi MIN CONCRETE) 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 9.0" 13.5" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" 53 16.0" 16.0" 11.0" 15.0" 16.0" 16.0" 11.0" 7.0" 10.5" 16.0" 13.5" 7.0" 1 4.5" 7.5" 9.5" 62 16.0" 15.0" 8.5" 13.0" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" 13.5" 7.0" 4.5" 7.5" 9.5" 70 16.0" 12.0" 7.0" 11.0" 16.0" 14.0" 7.0" 4.5" 8.0" 10.5" 13.5" 7.0" 4.5" 7.5" 9.5" 100 13.5" 7.0" 1 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 1/4" DEWALT CRETEFLEX SS4 W/ 2" EMBED (3350psi MIN CONC) FI 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.5" 16.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.0" 53 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" 62 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.0" 16.0" 10.0" 6.5" 11.0" 14.0" 70 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 10.5" 7.0" 11.5" 15.0" 16.0" 10.0" 6.5" 11.0" 14.0" 100 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 1 10.0" 1 6.5" 11.0" 14.0" 16.0" 10.0" 6.5" 11.0" 14.0" 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192psi MIN CONC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 43 16.0" 16.0" 7.5" 8.0" 16.0" 16.0" 16.0" 5.0" 5.5" 16.0" 16.0" 9.0" 3.0" 4.0" 14.0" 53 16.0" 16.0" 5.5" 6.5" 16.0" 16.0" 12.0" 4.5" 16.0" 14.5" 7.5" 10.0" 62 16.0" 15.5" 4.5" 5.5" 16.0" 16.0" 9.0" 4.0" 14.5" 14.5" 7.5" 10.0" 70 16.0" 12.5" 4.0" 5.0" 16.0" 15.0" 7.5" 11.0" 14.5" 7.5" 10.0" 100 14.5" 7.5" 10.0" 14.5" 7.5" 10.0" 14.5" 7.5" 10.0" 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275psi MIN CONCRETE) 43 16.0" 16.0" 11.0" 13.5" 16.0" 16.0" 13.0" 6.5" 9.5" 16.0" 13.0" 7.0" 4.0" 6.5" 10.5" 53 16.0" 16.0" 8.0" 11.0" 16.0" 16.0" 9.0" 5.0" 7.5" 16.0" 10.5" 5.5" 5.5" 5.5" 7.5" 62 16.0" 11.5" 6.0" 9.0" 16.0" 13.5" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 7.5" 70 16.0" 9.5" 5.5" 8.0" 16.0" 11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" 100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" zU.' 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) * 1-1/4" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 43 16.0" 16.0" 8.5" 10.5" 16.0" 16.0" 12.0" 5.5" 7.5" 16.0" 12.5" 6.5" 3.0" 5.0" 10.0" 53 16.0" 15.0" 6.5" 8.0" 16.0" 16.0" 8.5" 4.0" 6.0" 15.5" 10.0" 5.0" 4.0" 7.0" 62 16.0" 11.0" 5.0" 7.0" 16.0" 12.5" 6.5" 3.5" 5.0" 10.0" 10.0" 5.0" 4.0" 7.0" 70 16.0" 9.0" 4.5" 6.0" 16.0" 10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) *� 3" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl_ C2 C3 C4 CS Cl C2 C3 C4 CS 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 16.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 53 16.0" 16.0" 13.5" 16.0" 16.0" 16.0" 14.0" 8.5" 13.5" 16.0" 16.0" 8.5" 5.5" 9.5" 12.0" 62 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 16.0" 8.5" 5.5" 9.5" 12.0" 70 16.0" 15.0" 9.0" 14.0" 16.0" 16.0" 9.0" 6.0" 10.0" 13.0" 16.0" 8.5" 5.5" 9.5" 12.0" 100 16.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5" 12.0" 1/4" DEWALT SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) * 2-5/8" MIN EDGE DISTANCE Cl C2 C3 C4 CS Cl_ C2 C3 C4 C5 Cl C2 C3 C4 C5 43 16.0" 16.0" 14.0" 16.0" 16.0" 16.0" 14.0" 8.0" 12.5" 16.0" 14.0" 7.5" 5.0" 8.0" 11.5" 53 16.0" 16.0" 9.5" 14.0" 16.0" 16.0" 9.5" 6.0" 10.0" 16.0" 11.5" 6.0" 4.0" 7.0" 8.0" 62 16.0" 12.5" 7.5" 12.0" 16.0" 14.5" 7.5" 5.0" 8.5" 11.5" 11.5" 6.0" 4.0" 7.0" 8.0" 70 16.0" 10.0" 6.5" 10.5" 16.0" 12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 1/4" DEWALT SS DROP -IN W/1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) 91=* 3-1/2" MIN EDGE DISTANCE Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 14.5" 9.0" 13.5" 16.0" 15.0" 7.5" 5.0" 9.0" 12.0" 53 16.0" 16.0" 10.5" 15.0" 16.0" 16.0" 10.0" 6.5" 10.5" 16.0" 12.0" 6.0" 4.0" 7.5" 8.5" 62 16.0" 13.0" 8.0" 12.5" 16.0" 15.0" 8.0" 5.0" 9.0" 12.0" 12.0" 6.0" 4.0" 7.5" 8.5" 70 16.0" 10.5" 7.0" 11.0" 16.0" 12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" #12 SMS W/ 2" EYEWALL ARMOR INSERT W/EMBED (2000psi MIN CONC)) 2" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 43 16.0" 16.0" 11.5" 14.0" 16.0" 16.0" 16.0" 7.5" 10.0" 16.0" 16.0" 9.0" 4.5" 6.5" 13.5" 53 16.0" 16.0" 8.5" 11.0" 16.0" 16.0" 11.5" 5.5" 8.0" 16.0" 14.0" 7.0" 3.5" 5.5" 10.0" 62 16.0" 15.0" 7.0" 9.5" 16.0" 16.0" 9.0" 4.5" 6.5" 14.0" 14.0" 7.0" 3.5" 5.5" 10.0" 70 16.0" 12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5" 14.0" 7.0" 3.5" 5.5" 10.0" 100 14.0" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 10.0" #12 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5" EMBED (2000psi MIN CONC) 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 14.0" 16.0" 16.0" 11.5" 6.0" 9.5" 16.0" 53 16.0" 16.0" 12.0" 16.0" 16.0" 16.0" 15.0" 7.5" 11.0" 16.0" 16.0" 9.0" 5.0" 8.0" 13.0" 62 16.0" 16.0' 9.5" 13.5" 16.0" 16.0" 11.5" 6.5" 9.5" 16.0" 16.0" 9.0" 5.0" 8.0" 13.0" 70 16.0" 16.0" 8.0" 11.5" 16.0" 16.0" 9.5" 5.5" 8.5" 14.0" 16.0" 9.0" 5.0" 8.0" 13.0" 100 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" FRANK BENNARDO,PE PE# 0046549 CA#9885 0a23ii0bJ�Sg`i ONPI E •• co kD N o1- 7/ SOCOMBINATION x S (TYP.) w M o f2 " v) o 9/ COMBINATION p�5g c'j ui m - @flam) mwm li w V M O zr0 =Twa wwUm�x H>Q_zw ,QwoWo 7wOLmoLu Z4 1 x S (TYP.) 2 x S (TYP.) In 10 N � �^ Z LU O,�J�+zw U W @WZ ?)"mEZU' U), VFw Jr o W NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. - SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE- - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE ANCHORS ONLY N - C4 CONNECTION TYPE USING PIECE (E) WITH ^ OUTSIDE ANCHORS ONLY rl M .J ANCHOR NOTES: N "' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �Ri W =3 3 cc $ p ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE P� }-L Q m V) C) LIMITED TO THOSE SHOWN IN TABLE 1 (Pg 1). m 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, O z 6 Q ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR -m z EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER C _ } a THAN OR EQUAL TO SHUTTER SPAN. ��/\ @ -� o 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. c w w 0o j 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE g BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER v ANCHOR TYPE BASED ON TYPE -OF EXISTING STRUCTURE AND APPROPRIATE a< cB CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF (n CONNECTION TYPE. 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. w o r a aD N N o N n ` m p NY pJ3o 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING og MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. Y m m o8 8. WHERE LAG SCREWS U LL Y LL U LL� �w�o FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER z m SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" J i J 3 z EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. c Y U Y W m o„< LL= i=a�v 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN aoo� BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER agi HEAD (SIDEWALK BOLT), U.O.N. oZO DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1 0 0 0 U z m (n LL Z LL LL LL. �rc� * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, zzNi� N N NWmo NUT OR WASHER WINGNUT. COPYRIGHT ENGINEERING EXPRESS 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 20-26160 11. WHEN ANCHORING TO HOLLOW BLOCK, SDS DRILLS SHOULD NOT BE USED TO SCALE: - - DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION: CONCRETE SCREWS TO HOLLOW BLOCK 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE OF 12 - g . so ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2" MIN EDGE DISTANCE b Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" En F ANCHOR Lp D (P CONN TYPE CONN TYPE CONN TYPE xin Cl C2 1 C3 C4 I CS Cl C2 C3 C4 CS Cl C2 I C3 I C4 C5 #12 SMS W/ 2" EYEWALL 43 16.0" 16.0" 7.5" 9.0" 16.0" 15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" m4.0" 7.0" 3 Y ARMOR INSERT W/ 1-1/4" 53 16.0" 10.5" 5.0" 7.0" 16.0" 11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" of uo O EMBED 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" J m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" ANCHOR SCHEDULE: WOOD (G=0.55) G Ln F xLn ANCHOR Los) (P 3/4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl 1 C2 1 C3 C4 CS Spans Up To 8'-3" CONN TYPE Cl C2 C3 C4 CS Spans Up To 12'-0" CONN TYPE Cl C2 C3 C4 CS 1/4" LAG SCREW WITH 1-3/4' MIN THREAD PENETRATION 43 16.0" 16.0" 11.5" 12.5" 16.0" 16.0" 16.0" 7.5" 9.0" 16.0" 16.0" 14.5" 4.5" 6.0" 16.0" 53 16.0" 16.0" 8.5" 10.0" 16.0" 16.0" 16.0" 6.0" 7.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 62 16.0" 16.0" 7.0" 8.5" 16.0" 16.0" 14.5" 5.0" 6.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 70 16.0" 16.0" 6.0" 7.5" 16.0" 16.0" 12.5" 4.0" 5.5" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 100 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 1 5.0" 16.0" Lei) 0 o O 7/16" WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW *� 43 16.0" 16.0" 8.0" 10.0" 16.0" 15.5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 5" 7.0" 53 16.0" 10.5" 5.5" 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5"0" 5.0" 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5"0" [F4. 5.0" 70 12.0" 6.0" 3.5" 5.5" 12.5" 7. 5" 3.5" 4.0" 5.5" 7.0" 3.5"0" 5.0" 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" #14 SMS OR #14 WOOD SCREW WITH 1-3/4" MIN THREAD PENETRATION 43 16.0" 16.0" 12.5" 14.5" 16.0" 16.0" 16.0" 8.0" 10.0" 16.0" 16.0" 11.5" 5.0" 7.0" 16.0" 53 16.0" 16.0" 9.0" 11.5" 16.0" 16.0" 15.0" 6.0" 8.0" 16.0" 16.0" 9.5" 4.0" 5.5" 13.0" 62 16.0" 16.0" 7.5" 9.5" 16.0" 16.0" 11.5" 5.0" 7.0" 16.0" 16.0" 9.5" 4.0" 5.5" 13.0" 70 16.0" 16.0" 6.5" 8.5" 16.0" 16.0" 10.0" 4.5" 6.0" 14.0" 16.0" 9.5" 4.0" 5.5" 13.0" 100 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.5" 13.0" ANCHOR SCHEDULE: WOOD (G=0.42) 3/4" MIN EDGE DISTANCE b Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" (n _ Ln ANCHOR LOAD (Psf) CONN TYPE Cl C2 C3 C4 CS CONN TYPE Cl C2 C3 C4 C5 CONN TYPE Cl C2 C3 I C4 C5 1/4" LAG SCREW WITH 1-3/4' 43 16.0" 16.0" 9.0" 10.0" 16.0" 16.0" 16.0" 5.5". 7.0" 16.0" 16.0" 9.5" 3.5" 4.5" 15.0" MIN THREAD PENETRATION 53 16.0" 16.0" 6.5" 8.0" 16.0" 16.0" 12.5" 4.5" 5.5" 16.0" 15.0" 7.5" 3.0" 4.0" 11.0" 62 16.0" 16.0" 5.5" 6.5" 16.0" 16.0" 9.5" 3.5" 5.0" 15.0" 15.0" 7.5" 3.0" 4.0" 11.0" N 0 70 16.0" 13.5" 4.5" 6.0" 16.0" 16.0" 8.0" 3.0" 4.0" 11.5" 15.0" 7.5" 3.0" 4.0" 11.0" it (7 100 15.0" 7.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0" 0 #14 SMS OR #14 WOOD SCREW WITH 1-3/4" MIN 43 16.0" 16.0" 8.5" 10.5" 16.0" 16.0" 12.5" 5.5" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5" 53 16.0" 16.0" 6.5" 8.0" 16.0" 16.0" 8.5" 4.0" 5.5" 16.0" 10.5" 5.5" 2.5" 4.0" 7.5" 0 THREAD PENETRATION 62 16.0" 11.5" 5.0" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5" 10.5" 5.5" 2.5" 4.0" 7.5" 70 16.0" 9.5" 4.5" 6.0" 16.0" 11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5" �p 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK Ln O G ANCHOR _ Ln 5/16" ITW TAPCON XL 2-1/4" MIN. EMBED 0- 5/16" DEWALT ULTRACON -j O W/ 2-1/4" MIN. EMBED J i !L 14-� =)LU �O O U #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED 9-� 4" MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE (psf) Cl I C2 I C3 I C4 I CS Cl I C2 1 C3 I C4 I CS Cl I C2 I C3 I C4 I C5 2" MIN EDGE DISTANCE FRANK BENNARDO,PE PE# 0046549 CA#9885 •"V BENiy.'".y '��••N;.�.aE s•O� i 0412a2 , s nom`,•' �S�ONP E.•. 0 O N z i - W M OF �LMmu0 pEa WH J mV)U FI R'�S LLLo g �U) C� o =2Wa- wW U mwX �> Q-mow Q W oWL7 z>ay<O.Cm oZZ LOW �N O_,-J-zw U W v Z �jLym2: Ln W vuw / O W \ tD p P-) N n r, n M J LL LL. b y r w ~� & < O V) t O m K M _ Q704 mLL CO-2z C U J I- E Q E: .c � Uj LU O � O og o Q .a, Wcn v O 0 o wz 33so co ca co z O� Z LL Y LL U LL a: z z 1' J U) J m JSY D Y U 1e LL' LY v 3E d966 2 w If z 0 Y w �ii r6wa Q m Z T T m � U2 F o w v r o COPYRIGHT ENGINEERING EXPRESS 20-26160 SCALE: ANCHOR NOTES: SEE SHEET I 9 FOR ANCHOR NOTES. T u 69---- MAX SLAT SPAN 69" MAX SLAT SPAN ACCORDION SHUTTER SYSTEM _ ANCHORS U-11� PER SIDE, SEE O DETAIL 3/12 T NOMINAL WIDTH PER SCHEDULE 1 TYPICAL ELEVATION OPTION 1 12 N.T.S. EXTERIOR ELEV .—ACCORDION SHUTTER SYSTEM O (2) ANCHORS PER SIDE, SEE O DETAIL 4/12 1 NOMINAL WIDTH PER SCHEDULE 2 TYPICAL ELEVATION OPTION 2 4 12 12 N.T.S. EXTERIOR ELEV r SHUTTER SYSTEM 2"x3"x0.25" 6063-T6 CONTINUOUS ANGLE SUPPORTING SHUTTER TRACK Y" LAG SCREW WITH 2"/ THREAD PENETRATION AND %" EDGE DISTANCE TO G NTER MIN. WOOD, / CENTERED IN LEG OF / 2"x3"x0.25" ANGLE j ) j G=OST MIN. WOOD j HOST STRUCTURE T" LAG SCREW WITH THREAD PENETRATIONN AND 3/" EDGE DISTANCE/ TO G=0.42 MIN. WOOD,/ CENTERED IN LEG OF/ 2"x3"x0.125" ANGLE,' CEILING HEADER 1/4-20 316 SS THRU-BOLT SPACED 12" O.C. MAX OR #14 316 SMS OR SDS SPACED 6" O.C. MAX. FASTENER SHALL BE LOCATED 1" FROM ENDS. 2"x3"x0.125" 6063-T6 ALUMINUM ANGLE, 2" LONG, ONE PER END OF 2"x3"x0.25" ANGLE. TYPICAL END ATTACHMENT 3 OPTION 1 12 N.T.S. VERT SECTION ALTERNATE MOUNTING OPTION DESIGN SCHEDULES OPTION 1 (1) 2x3x0.25 ANGLE (6063-T6) NOMINAL WIDTH ALLOWABLE DESIGN PRESSURE POSITIVE (+) NEGATIVE (-) 42" 151 psf 200 psf 45" 131 psf 200 psf 48" 116 psf 177 psf 51" 102 psf 147 psf 54" 91 psf 124 psf 57" 82 psf 106 psf 60" 74 psf 91 psf 63" 67 psf 78 psf 66" 61 psf 68 psf 69.E 56 psf 60 psf 72" 51 psf 52 psf 75" 46 psf 46 psf 78" 41 psf 41 psf 81.1 37 psf 37 psf OPTION 2 (2) 2x3x0.125 ANGLES (6063-T6) NOMINAL WIDTH ALLOWABLE DESIGN PRESSURE POSITIVE (+) NEGATIVE (-) 42" 80 psf 173 psf 45" 69 psf 151 psf 48" 61 psf 132 psf 51" 54 psf 117 psf 54" 48 psf 105 psf 57" 43 psf 94 psf 60" 39 psf 85 psf 63" 35 psf 77 psf 66" 32 psf 70 psf 69.E 30 psf 63 psf 72" 27 psf 56 psf 75" 25 psf 49 psf 78" 23 psf 44 psf 81 21 psf 39 psf NOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE PERMITTED IN DESIGN SCHEDULES. 2"x3"x0.125" 6063-T6 CONTINUOUS ANGLE SUPPORTING SHUTTER TRACK ; Y4" LAG SCREW WITH 2"/ THREAD PENETRATION AND Y4" EDGE DISTANCE TO G=0.42 MIN. WOOD, CENTERED IN LEG OF 3"x0.25" ANGLE / G=0.42 MIN. WOOD j HOST STRUCTURE, Y4" LAG SCREW WITH 2" THREAD PENETRATION AND %" EDGE DISTANCE/ TO G=0.42 MIN. WOOD, CENTERED IN LEG OF� 2"x3"x0.125" ANGLE, SHUTTER SYSTEM CEILING HEADER 1/4-20 316 SS THRU-BOLT SPACED 12" O.C. MAX OR #14 316 SMS OR SDS SPACED 6" O.C. MAX. FASTENER SHALL BE LOCATED 1" FROM ENDS. 2"x3"x0.125" 6063-T6 CONTINUOUS ANGLE SUPPORTING SHUTTER TRACK TYPICAL END ATTACHMENT 4 OPTION 2 12 N.T.S. VERT SECTION ANCHOR NOTE: a' MILLENIUM MILLFAST SCREWS W/ T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG SCREWS CALLED OUT ON THIS SHEET UTLIZING THE SAME CRITERIA. FRANK BENNARDO,PE PE# 0046549 CA#9885 04/23Y1d3��'SSIONPL�` �0 N z -i ^ W M pE F ph gU0 LU W [�9 t"� a V) - w O wWu Uox �Qw wU °s cpZ� a ON-�zw L� 0 LLI `^ W w O W 3:u mfl7 U) W v�w O W tD p n Ln n f`'1 LL 0 0 0 M M CD -i Q LL z wi U -, Q w w C) 0 v _ E ,So o a� y� y alh=� Q�in�mmm =ego f/1 O z LL w LL w F COPYRIGHT ENGINEERING EXPRESS 20-26160 SCALE: - 0I