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HomeMy WebLinkAboutProduct Approval ■ � . � •�■ ENGINEERING EXPRESS CR) PRODUCT EVALUATION REPORT ENt31NEERIN113 EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number: FL13757.2-R6 EX Project Number: 15-2339 Product Manufacturer: Town & Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 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 61G20- 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 Sixth Edition (2017)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#15-2339 titled "6.8 Streamline Shutter", sheets 1-11, 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 &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 HETI-10-3040 (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 Original EnT s F diid fcsr. A ttirou ' Structural engineering calculations have been prepared which Pages h evaluate the product based on comparative and/or rational = LL N° analysis to qualify the following design criteria: _ LLJ L- 1. Maximum Allowable Spans 2 2. Minimum Allowable Spans = 3. Minimum Glass Separation Frank L. Berlb #PE0046549 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3 42iio0 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM vv ACTVs O.!blaENAeE.Eek-UVUAI E Fl Q1511 F o —FLO B GOOEJNO.ECTYVP1tOf7F IIPWTEESS.AfBEv.LLitta)61SIJOC ENGINEERING EXPRESS' August 4, 2017 Town& Country Industries — 6.8 Streamline Shutter Page 2 of 2 4. System Porosity 5. Anchor Spacing 6. Anchor Capacity 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 and essential facilities. An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. 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). 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINE ERI NG EXPRESS.COM V JECT5­21 86TREAµ f6AUFLNTE FItN6l]FOIS MtFLOq® Blf1G COOEAgJECTW gMtIfBC U19ATElti VK.FL»6)IIXX 11KNEZEVICH KC Evaluation Report No. 150120 CONSULTING FBC Evaluation Report No. FL11973-113 Issue Date: March 2,2015 Revision 2: August 28,2017 EVALUATION REPORT Page 1 of 3 Manufacturer: Town &Country Industries 400 West McNab Road Fort Lauderdale, FL 33309 Code: Florida Building Code—Building, 6th Edition (2017) Product Category: Shutters Subcategory: Accordion Compliance Method: Rule 61G20-3 Method 1(d), Evaluation Report by an Architect or Engineer Product Name: HR Accordion Shutter System Description: High Rise Aluminum Accordion Shutter System Purpose: This Evaluation Report is issued in accordance with Rule 61G20-3 pertaining to Product Approvals issued by the Florida Building Commission. This is a building code evaluation. Neither Knezevich Consulting, LLC nor John W. Knezevich, PE is the Designer of Record for any project using this Evaluation Report for permitting unless specifically retained for that purpose. Compliance: This impact resistant accordion shutter system has been evaluated and found to be in compliance with the referenced Code and is, for the purpose intended, at least equivalent to that required by the Code. This Evaluation Report is valid provided there are no changes to the product, quality assurance program, or referenced code. A re-evaluation of the product is required following any code changes in order to maintain its validity. 0■ ■ ■ ■•• This item has been electronically signed ♦•' YNEZFV••♦ Evaluation Report Prepared by: and sealed by J. W. Knezevich, PE on �' ..• �(� • ♦ Knezevich Consulting, LLC 08/28/17 using a Digital Signature. �':,•��CE NSF ''••. NO. 41961 • ■ Printed copies of this document are * * * John W. Knezevich, PE not considered signed and sealed and ■ s ■ John W. Knezevich, PE the signature must beverifiied on any ' ♦ STATE OF • President electronic copies. ♦ Q ,� �, • 0 ID :;#� FL License No. PE 41961 ♦ S ♦ FL CA No. 27988 ••S/ONAVCCi♦♦ FBC Organization ID No. ANE1754 8080 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320.6451 11KNEZEVICH KC Evaluation Report No. 150120 C O N S U L T I N G FBC Evaluation Report No. FL11973-R3 Issue Date: March 2,2015 Revision 2: August 28,2017 EVALUATION REPORT Page 2 of 3 1. Evidence Submitted: 1.1. Test Reports: Construction Testing Corporation (CTC), signed and sealed Test Report No. 000013 dated 06/03/2000. Testing complies with TAS 201-94,TAS 202-94, and TAS 203-94. 1.2. Product Evaluation Document: Knezevich Consulting, LLC Drawing No. KC15-0120 dated February 27, 2015,Sheets 1 through 9 with Revision 1 dated August 5, 2017. The Product Evaluation Document is an integral part of this Evaluation Report. 1.3. Structural Calculations: Calculations prepared by John W. Knezevich, PE verify the system performance based on testing and analysis of tested properties. Calculations also verify the specified anchorage is compliant with allowable anchor capacities. 1.4. Quality Assurance National Accreditation and Management Institute, Inc. (NAMI)—FBC Organization Number QUA1789. 2. Impact Resistance: 2.1. This HR Accordion Shutter System is large missile impact resistant and is acceptable for use where large or small missile impact resistant coverings are required. 3. Wind load Resistance: 3.1. This HR Accordion Shutter System is designed and tested to resist wind loads as referenced on the Product Evaluation Documents. 4. Installation: 4.1. Installation, including anchorage to structure, shall be in accordance with the Product Evaluation Document referenced herein. 5. Material Specifications: 5.1. Component materials, anchors, and structural substrates acceptable for use shall be in accordance with the Product Evaluation Documents. 6. Labeling: 6.1. Shutters shall be labeled in compliance with FBC Section 1709.9. 7. Limitations and Conditions of Use: 7.1. This evaluation report covers uses as detailed in the referenced Product Evaluation Documents. Conditions outside the scope of those documents are not within the scope of this evaluation. 7.2. This evaluation report is applicable for installations within or outside of the Florida Building Code, High Velocity Hurricane Zone (HVHZ). Reference Sheet 1 for appropriate tables. 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320.6451 11KNEZEVICH KC Evaluation Report No. 150120 CONSULTING FBC Evaluation Report No. FL11973-R3 Issue Date: March 2,2015 Revision 2: August 28,2017 EVALUATION REPORT Page 3 of 3 8. Certificate of Independence 8.1. Knezevich Consulting, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 8.2. Knezevich Consulting, LLC is not owned, operated, or controlled by any company manufacturing or distributing products it evaluates. 8.3. John W. Knezevich, PE does not have, nor will acquire, a financial interest in any company manufacturing or distributing products it evaluates. 8.4. John W. Knezevich, PE does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320.6451 6.8 STREAMLINE SHUTTER ,,`` 1I NOD165 9"NARDO,PE. VE GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ �`�� `E q No PE004854 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE = O r� ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - U (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN o ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE <ONioN.•' DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE _ ' S , W� ^ REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE I�I (n oy a y FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ��III I I i ` PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Zw dui u 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ss> 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Za Sa m SAFETY FACTOR. L S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND gn o u ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W �^w^ _ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 C 6, NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND =21 H w` w LOAD DURATION FACTOR Cd- 1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 0 w W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE �?o 6 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR A WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 InSHALL BE USED. t z Nit 2 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC On n SITE. A 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL i r! ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O n q Y 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w a 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 $ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM w m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 0D m '� 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL = DOCUMENTs. HURRICANE PROTECTION ��M _g 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING21 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND 7RA� E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE E DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS ;S INFORMATION: TOWN&COUNTRY INDUSTRIESTYPICAL ACCORDION � FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 R FLORIDA PRODUCE APPROVAL NUMBER TABLE 2" 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 E 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d 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 HVHZ NON-HVHZ ESSENTIAL ' BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES if I S 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTERINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a � '6a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_ 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE : It 1 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. !e 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 15/8" 2-3/8" 1-6/8' 99" 3-1/2" 1-7/8' 35/8" 1-7/8" TABLE 1 NOTES: 1 TABLE 1: 120" 4-1/8" 2' 4-1/4' 2" 1. DESIGN PRESSURES SHOWN IN"ACCORDION 1".. 4-7/8" 2" S. 2" 7 ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: �(e SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. R019--HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY LYPMINIRRDW(L IBNMDD VE POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER FLORM- 15-2339 SHUTTER DESK3N DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN PRESSURE PRESSURE. BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF TETE HVHZ,PROVIDED THAT SHUTTER HAS A .exo - PSF P( SF) DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". P SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" IDD 100 HAVE 2.7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE. 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE o� 120" 63 53 INDICATED ABOVE,THE 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 144" 43 40 E1996-09. FRANK L8ENN0AD9,P.E.'j 2.874 PROJECTION VARIES L 549 4.874'MAX. 0.062" 0.450' 0.0w Z* No 1�6 -0.125' 2.708 -0.100' 0.062'1.830" 0 1.708• -0.100, 0.080' 0.063" 0 L AA il� I 1A ro.195, rO.OW rO-195" 0.070" k III= 2.82ir sr47r .060, 0.06r OF , 'A I T 1."3' •9w"' 0.630, 0.062" 0.062" N 630' I -4- 4RQ'* 4- rOA4�1 r0.c" - V*�f 1QIDA�0 -A� 0.12 0.630* 1 ti" -4-. --.1- 1 -f 0.971" .971" o.m" -IfIll Wu =�o Ir -'bvp7mow-4 'j 0.630 0.062' 0' 0.062'-fO-.20(r 0.066. 0.630 z > 9 u T-1.069' 1.06r f 4- 0 -cui that PORT L 0 1 0.2W .061 2.z SUP P ONAL-// -�40 T0.20W Z 'or N wo 5.745"MAX. 5.745*MAX. �,owl 10.062' �1-ow4 w ""lz WALL BUILD UT WALL STREAMLINE TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL ow SCALE:HALF SIZE SCALE. A SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE HERE SHOWN, FELT GJXL�)VTS ARE ON ALL EXTRUSIONS 0.874"1- 2.6SSV* 0.875" 2.195- 0.51(r t--2.195" 1.230r- I 0.060' LI C 0.7 2.6ssl 2.362'- 1.069'1 .83 -T '�OL 4,84' E cs 4.520" -c 1.06v u 0 229 o los" 0.105' zn;li - 3 E 0.105" 0.075" 0.07S' �j 4.510' 0.994.1.. cl.994-1 0.044" 0.07 NOTE:TESTED THICKNESS OF 0.761' 4.510r 3.505" BARE METAL W/O PAINT IS 0.039" -42 SILL SIL APTER EXTENDED SILL 6.8 TREAMLINE SLAT/BLA D SCALE HALF SIZE G) SCALE HALF 512E 0 EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM SCALE:HALF SIZE G SCALE HALF SIZE SCALE ALF SIZE SCALE HALF SIZE 0.080, 0.477' 1.570-1��O 510' 0.143r 0.143" 0590, 0.341 060----0.070' --;0.245' 1.700-!l 0.143' 0.096• 0.060' 4.753" I . 0.080* 0.1ir 0.090" b * -0. 4.510- 096, �O.lev n 0.090' 0.044'J 0.227" 30- 0.682" 0.6 0.060 7�1 0.693'j NOTE:THICKNESS OF BARE 2.11.22- �40.420' 15-2339 MCAU: METAL w'O PAINT'S 0.03V PAGE P9FCNjFn0N, 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SIL 7 ATA WALL SILL CLI WALL SILL '-�V SCALE:HALF SIZE SCALE�HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE FRWK L DENNAx00,D.E. 1.950• ``ttttltllllll// •PE0016549 280' NYLON WASHER O �� ,,p,NK• �i 0.12s' 0.610' STAINLESS STE �{ �dd ASSEMBLY 4 ALUMINUM 0.35T � � Q 0.320"e Ho },c50" o.n6• *:' L� v p _ S10 x 2-3/4'410 HT S. '� '- 0• 0.05 NY N d k o m INSERTS SCREW W/TC UL TE �- r 0.591• '0 WH EL O- D.1r�2D•o I� COATING to T =� F;� i0 N 1.100' t 0.24' L r TRACK (TYP TOP 9 SO M) Co 0.062" 1 = z NYLON BUSHING /WASHER: 1. i�iQ�/.a�9,9 w H m yuDo $�� m S•MAX. TYP.AT EVERY O R 0.870' 0.750' 7/16"0 x 1/2• INTERIOR JOINT TOP 0.154' �-0.13T el, \C� ((� U:) AISIDE JOINT AT 7/16.0 x 1' INTERIOR JOINT BOTTOM i�'4L ENG ul CYLINDER-SOLID BRASS,NICKE TED EITHER BE USED ON EXTERIOR �I I 1 I I I I I \ W 0 Li= z aF 19 ANGLE HOUSING-ZINC DICAST,POWD ATED zII SCALE HALF SIZE 22 LLER EMBLY 24 BUSHING EMBLY DETAIL 26 BOX CENTER INSERT (�� SCA LF SIZE OTE: MAY BE KEY OPE IDE SCALE: F SIZE SCALE:HALF SIZE v KEY/THUMB TURN O TED INSID Z^ a N O v }�°•2i0`• 3 BR PUSH LOCK WW CALE.HALF SIZE N d m i R0.155' w 1.978' R ti 80.500" 4.000' 0.236' 1.742' 0 0.500' 0.623' 1.710• $ 0,790. 0.090' 0.319• 0.531'0.064' D 0.2ci 2.250" 0. •_ aQ0.250• o �6, 0.60 M0.118• 0.224" 0.239' }-• N NIC �nN2.000' 0.060' 0.498• 0240• -' to2.750' 1758' lOesRAINGUARD DECORATIVE FLOOR TRACK 3876• • j02 � SCALE:HALF SIZE SCALE:HALF SIZE 1.00140.062' 0.062' 0'222 t O".; 0.176' 'g 30 U IMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER z ALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE E o s 3� 41.0.062' E g 6.500'x 13/16•WIDE }--}0.400' ,A „7• /16'0 STEEL INSS r�+o STEEL NUT \ 30 0.125• �t- olep' 5/16-18x1 MACHINE SCREW V`~'r, Fpy 0.438' y� TYP. /16"0 INTERNAL STAINLESS STEEL t ry 0.121' 4 SOO' �--t 0,689• PO ER COATED,ZINC DIE THREAD O HEAD STYLE VARIES SECTION A ro �_ 1.050.1 3t DELTA MODEL 2022 36 T OCK ADAP R 37 -SCREW INSER 38 THUMB SCREW qq �ea INDUSTRIAL SYSTEMS S LE:FULL SIZE SCALE FULL SIZE (OPTI L) � � _-',0.254• 400 40b 40c BOX LOCK SCALE:HA E 35 SCALE:HALF SIZE l-X2.0°°"� END STRIP 1" 1 1.625• 1.500" Y0.125• 2" & 3" EXT 0.125• rr 0.125" SCALE: HALF SIZE CI 0.050' 0.125" 0.093 (� T O.DBs" ! m o.lzs" 0.093• ta/IIE7IrtInva L®rurmo P o.zso• ^' o.oes• 15-2339 N PGE DAG[DHC_RIPROII: 7.000• ' O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE l9 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF S1ZE ' FgpN��L,BENNARDO,P.E. ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE 0 18"O.C. EXISTNG DIST. .•'\ GLAZING SEE END STRBC ,•O n SCHEDULE FOR rwC NO 004 _ f7A( �D =N EM W�c SPAN WHEN USMG.LEG Ili 20,40a,40b gR. -. EMBED. 17 (INTERIM) N R O gam; 1/4" OR 6.8 STARI•E,o�p� &4 a - 17 R 17 MAX. WITH 21 OR 2Sy'Q T 0 Ali MIN.0.062"THICK 6063-T6 ALUM. 30 ANGLE 1"x 1•MIN.TO 2'x 5'MAX. 21 25GLE LEG MAY BE REVERSED)DIST. FASTEN ANGLE TO TRACK W/ I T`1 � U i g ANY ANCHOR PER ANCHOR 2 #10x1'SCREWS AT �a Q.�X SCHEDULE 0 18"O.C. &NER TOP B BOTTOM'ANDA-rTv ul 13 13 13 #2Ax 11% GALVANIZED ORHYb 6.8 STARTER / Z^ 13 #12 x 1/2'GALVANIZED OR S.S.SMS, yg� 30 S.S.SMS 3/16.0 ALUM.POP 0 ^Ot w l� 6.80"(TYP.) USE(1)BRASS PUSH LACK OR(1) MACHINE BOLT 6 NUT RIVET,0 ALUM.POP 18RO.C.20 ALTERNATE END STRIP DETAIL SET N 1/4-20 MACHINE W W o w (EXTERIOR) 5/16-18PUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE BOLT✓ Nur®18"O.C. 'n INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRK W/ o w w TYPICAL PLAN VIEW FROM BOTTOM Of SHUTTER.RECEIVING END STRIP SCHEDULE W BOSSES. D p ry HOLE SHALL BE 3/8'MAX WIDTH,UP TO P A SCALE:3"=V-0" 1•HEIGHT. 1•BA)(27') 10B" 1 r� USE(1)BRASS PUSH LOCK ® B4 n OR(1)5/16-18 THUMB T� SCREW 00 T HREADE❑ LOCKING DETAILS FOR TWO(3.r) SEEE STRIP INSERT l37) CENTER MATES AN FROM SPAN SHOWN ON RANDOM ® SCHEDU FOR MAX. W '9 TO 2/3 SY BOTTOM OF SHUTTER fn SPAN WH USING RECEIVING HOLE SHALL BE 30 DETAILS 3-610(4.77 62 20,40a,40 OR 40D, ;9 3�HE HEIGHT.WIDTH,UP TO° 13 ® 7 f� ¢ 74" O 1/4" OR 6.8 ST R y r7"i ALT.1•BIO 62 110' f I KAX. WITH 210 25. QZ. n (277 0 C 20 11 1" 4 40 USE APPROPRI E 1 STARTER STIR TO ap N-2- -- - — —� x01,x3 5 T 4 20 PROVIDE C RE E Cw 13 FOR 3BUIL CONDITIONS. E 3 60 81" z1 78" FAS STARTER STRIP -; S (INSIDE) 7 RACK W/(2)#10x1" < Txr 4l • SCREWS AT CORNER,TOP !7t s xO.T 1 e ALTERNA END STRIP L s BOTTOM SCALE 3"=1- ANY TRACK W/SCREW L, 13 a a zs 84 118" BOSSES. Zpr I 0 111" � 109, SILL rt w FOR GREATER SPANS OR LOADS THAN j 0 SHOWN IN END STRIP SCHEDULE,END STRIPS REQUIRE A 1•%1'.090"CUP ANGLE ` (n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS C O Z ANCHOR SCHEDULE B#1413/4'TEK 13 SCREW OR 1/420 BOLT TO END STRIP. 30 ti USE(1)BRASS PUSH LOCK ¢S(¢ 1 USE(1)BRASS PUSH LOCK �~ OR(1)5/16-18 THUMB (INSIDE) OR 111 5/16-18 THUMB 30 13 ua SCREW Ip�O THREADED SCREW M-THREADED /'O INSERT (371 AT 1/3 SPAN SILL !� y INSERT OT)AT 1/3 SPAN Zai SP' TO 2/3 SPAN FROM TO 2/3 AN FROM BOTTOM OF SHUTTER (OUTSIDE) BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP T 3 a� TYPICAL OUTSIDE CORNER CLOSURE t CC1 DETAILS WO/CORNER POST -- 5 N11111H TS 13 30 F7-2�339E SILL 31 215 (OUTSIDE)USE(1)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROMCAiRiON, BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE haw " CC2 DETAILS WO/CORNER POST �Q MULTIPLE SHUTTER ASSEMBLY NTS Zia SCALE.3"=1'-O" d . - FRANK L.BENNARDO,P.E. TYPE REFECl RENCE ANCHOR —EXISTING HOST SgFpvA� i/�///� SCHEDULE FOR MAX. STRUCTURE �� ••• 'i SPACING 7' MAk Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT(�12"0.OR p / \ Sp GE FORMA ®2� #14 SMS(m 6"O.0 _•* (TYP.TOP&BOTTOM) _^� q IJ'n �p N � 4 ALUM. TUBE P 2 FASTENERS 6063-T6 ALLOY WF ���'• T O M EACH ANGLE SEE TABLE A FOR SIZE. I i I) 8OR 6 60 Z xi %i�S' • E'yJ� rtA 1"x 2"z 1/8" I ALTERNATE THRU BOLT -7 OR 2"z 2"x 1/8'• Cl CONNECTION TYPE W �_pp Q. ALUM.ANGLE ° r..__.__ REFERENCE ANCHOR MIN SEPARA7SS w _T l:J� 13 .i SCHEDULE FOR MAX. 73I,,- 'o w A t m a ql SPACING PER TABLE 2 0 THREE 3/16"0 ALUM. ° { Z Q a W WWw lz POP RIVETS OR ° 17 7,1_ I OR DOOR NGLASS �m 3'�w THREE#12 SMS,TYP. X rQ- '2� 3/16"0 ALUM.POP :1. �� Q=¢ U79` 17 RIVET OR#125M5 qC \� EHpW[ia 180C.(TYP1TABLE A(a 3) \; 2� 5]D 6 ORPREMM VS ALLOWABLE L131GTN W \ 0 ' Iw � MAY USE MALE OR PSFFEMALE LOCK-SLAT" ALTERNAI 1/4"MAX.FROM PIN C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124" 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR -� \ WASHER(TYP 1 yt 82 119' 17r NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. ^' _�" \.tg W.3 97 114' 16S SPACING 14x3E T SMS(A 9"O.C. =f Y ANGLE TO TUBE CONNECTION = � 100 110` 167 2"x 2"x 12S" 120 IOP 147' TABLE B(�) EXISTING HOST EMBED, 6063-T6 ALUM TUBE 19D 97' 131" STRUCTURE 8r 114 PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE y�/8' EDGE DISTANCE REFERENCE ANCHOR PSF IHix V m1 810 SCHEDULE FOR MAX w q SPACING p {Sf 62 113' 166" FASTENER 18"O C. 3 S 72 m7' 1ST Cm Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN a 82 101" 147' IN ANCHOR SCHEDULE). SCALE 3"=1'-0" m 94 13 ' a 100 9" 2 97 13r R im 8T 172' 19D 74 IDS"zuu w f W 64 94" w H J m 3/16 RIVET OR#12 SMS 090"6063-T6 *EPARA7,ON (i0 18"O.C. OR t/4-2 ALUM TUBE TYP. m i o m J a f4 NUT 8 BOLT(TYP 1 17 3/16"0 ALUM.POP �a N e ALUM. TUBE RIVET OR#12 SMS zaa OR DOORa o:QQ 8e 6063-T6 ALLOY (A 18"O.C.(TYP.) z nL v a a 1E d a SEE TABLE B FOR SIZE. 2"x S"x 1/8" v'A 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE ladif 1"x T"x 093"6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. ORIENTATION TYP. 17 POP RIVETS OR ■17 THREE#12 SMS,TYP �g 1"x 2 x t/8 4 CONNECTION TYPElsl73 OR 2 x2"x 1/8" REFERENCEANCT R �ALUM.ANGLE SCHEDULE FOR MAXUSE MALE OR FEMALESPACINGLOCK-SLAT CONCRETE, SS-2339 13 13 BLOCK OR WOOD FRAMING SCAUg -771 (OUTSIDE) EE INSIDE SILL MOUNT SECTION LAW PAae_onal►r10#i #12 x 1/2"GALVANIZED SCALE:3 1'-O" _ OR S SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS U� NTS MACHINE BOLT 8 NUT SCALE-3"=T-0" [m 18"O.C. FRANK L.BENNARDO,P.E. C5 CONNECTION TYPE III REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE ♦� SPACING— S-MAX O 1/4-20 MACHINE BOI��. •.Q GLASS wow, GLASS REFERENCEIANCHOR W/NUT(m 12"O.C. OR DOOR r u OR DOOR w w 1 No u ut r w SCHEDULE FOR MAX. ® at4 SMS @ 6"O.0_ ��y. _ =wMIN Q MN 13 j a =J SPACING 1/2'• (TYP.TOP& TT j l.!' C N[ *_ 13 ut a w GLASS Z At; GLA55 X VI m EPARATIONm 1/4"-20 THRU BOLT W/ Q #14 x 1/2"SMS 0 12"O.C. X Z Z r w %Q TLOCK NUT 12"O.C.OR EPARATI = G FfR m 5 OR(� "' OR 3/16"0 ALUM POP TABLE 2 < a L'I '�12 x 1/2"SMS(d 12"0 C E.S PERL7 r RIVETS @ 6-O.0 OR 1/4"0OR 3/16"0 ALUM.POP 7A9LE2 Z o ALUM POP RIVETS(a 12"O.C. / RIVETS(A b"0 E.S. _ //// �; in R 1/4"0 ALUM.POP RIVETS / ©1 AND 3O MN G1A55 ~w I U x Y //4"MAX FROM PIN w 1--' a �Q w LL 0 (�12"O.C.E S. ( 1/4"MAX.FROM PIN ASSEMBLY UI E O USHING SEPARATION 13 r m� ZX pL m z O9 AND OO / GUIDE TO BUSHING 1/2 TYP" PER TABLE 2 r 0 w w ^ WASHER(TYP.) W WASHER ITYP.) = IJ �jfW pti� ®w ASSEMBLY m GLASS tttttt NrZ"m u w! 1/2"TYP EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR—y' Olna ou W BLOCK OR WOOD FRAMING u X o Z r 3 a s i w _ EDGE REFERENCE ANCHOR Q ¢Q i� 111 w umti / 4 CONNECTION TYPE D19T. SCHEDULE FOR MAX. L d o w w 6 / EDGE REFERENCE ANCHOR SPACING ¢m I Q SCHEDULE FOR MAX. 01ST. SPACING AS SHOWN w 3 CONNECTION TYPE IN DIAGRAM ON PG.9 0 (5)0 OR r(lJ REFERENCE ANCHOR EXISTING CONCRETE, o �3 0 6 SCHEDULE FOR MAX BLOCK OR WOOD FRAMING w 1/4"MAX.FROM PIN SPACING.ALT FASTENER C CONNECTION TYPE /2 GUIDE TO BUSHING �` / LOCATION FRONT AND EFERENCE ANCHOR 1/ - WASHER(TYP.) m Y �1/4"MAX FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 1® w' 8 WITH THIS LOCATION 4 PIN GUIDE TO SCALE 3"=1'-0" SPACING 5 CONNECTION TYPE L' BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR r-a m ' I (TYPI O SCALE:3"=1'-0" EXISTING CONCRETE, SCHEDULE FOR MAX j ' / CK OR WOOD FRAMI EMBED. Z BUILD OUT MOUNT SECTION TYP BOTTOM EXISTIN CONCRETE, SCALE 3"=1'-0- BLOCK OR ODD FRAMING E o §Y w o EDGE DIST XISTING a g NOTE:FOR DETAILS A,B.D,AND E ON THIS SHEET, 4 CONNECTIO TYPE STRUCTURE 91 g THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE AN HOR EMBED 5 CONNECTION PE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR AX. REFERENCE ANCH A MINIMUM OF TWO SETS OF ANCHORS AND ISA m R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W S 6 SPACING SCHEDULE FOR MA `� $! p USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" �'l"'RO W u r N LL 0C ru w o '&y3 GLASS r j OR DO R MIN = x C y #12 x 1/2"SMS 0 12" EPARAGLASTI 13 > ut=j � W w wwrw O.0 OR 3/16"0 LUM. PEP ZNm 13 �'w^= rw» POP RIVETS(� "O.0 TABLE X MZr G ASS OR MIN,Qq D=V' £ r ut N W OR 1/4"0 ALU POP Q p¢ D OR p r o m i9 SMIN EPAGL RATIONfG 1=11r Zo inQ RIVETS(a112'OC L u� I PER TABLE awa J O 0. 1/4-20 S.S.MACHINE PER TABLE 2G J o G r O7 AND© 1/4"MAX.FRO PIN 4 SCREW&NUT(� Ym ASSEMBL 1/2„ 1/2" GUIDE TO BUS NG12"O.0TYPWASHER(TYPGLASS a 1/4"MAX.FR M PIN OR DOOR R,FROM PIN m ��„ NNECTION TYPE 1/2" GUIDE TOBU RINGRO BUSHING O WASHER IT P Ix R ITVP I EDGE RE RENCE ANCHORNG CONCRETE. DIST. S EDULE FOR MAXOR WOOD EXISTING CONCRETE, ACING AS SHOWN2 CONNECTION TYPE15-2339 G 4 CONNECTION TYPE DIAGRAM ON PG.9 REFERENCE ANCHOROR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MA SCALE.3"x 1/4"CONT NECTION TYPE #12 x 1/2'SMS 0 12" SCHEDULE FOR MA SPACING PA49 DOOIIWR011063-T6 ALUM.ANGLE NCE ANCHOR O.0 OR 3/16"0 ALUM. SPACING.ALT FA D EXISTING CON TE, AY BE REVERSED SCHEDULE FOR MAX POP RIVETS 9 6"0 C. LOCATION.FRON AND BLOCK OR W D FRAMING 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP CK ANCHOR AT ONOT REQ'D RIVETS @112"OC. Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL LD OUT SCALE 3"=1'-0" SCALE:3"=V-0" ECTI ON 00 SCALE:3"=1'-0" MNGLASS 11 I NK L.SSENNAADO,P.E. GLASS SEPARATION z OR DOOR PER TABLE 2 13 0 0 u mom �� ) w GLASS OR DOOR �: Nopf 34 4 GLASS OR =*; 6 DOOR N GLASS 0 =•O *_ X 0 M SARATION _ _0 a=0:33 MN GLASS ¢w PEREPTABLE 2 `-' N E r F SEPARm ATION ~ STA' .'~ E l7 r PER TABLE 2 w r ' •'•.,c r <O � gui� °_ _ =zo NNulll'z 0 1 a 1 115 13 J c N r 2" 1 L Z Z Cl CONNEC ION TYPE 13 a W�'^ Z x o L m azo $ a - 1/4"MAX.FROM PIN GUIDE 28 p REFERENC ANCHOR E -'Oz w TO BUSHING WASHER ITYP.I a N SCHEDULE OR MAX a W W O"I w i TWO 1/4"0 WOOD .250" SPACING LAG SCREWS(m 24" C4 CONNECTION TYPE i,� ,250" IA W 4xw O.C.MAX.WITH 2" O w w HREADED PENETRATION REFERENCE ANCHOR T "T"INTO CENTER OF 2X STUDS /o SPACING E FOR MAX. l7 B EMB."T' 14 SMS(M MIDSPAN BETWEEN /l]- STUDS FOR TRACK TO 1"x 4" I �w PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH 1"x 4"x 125" 6063-T6 ALUM.TUBE O DECORATIVE FLOOR TRACK D AIL OO WALL MOUNT SILL DETAIL W THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE 3"=1'-0" SCALE 3"=1'-0" O WALL MOUNT SECTION 1 THIS DETAIL MAY SCALE:3"=1'-0'• ALSO BE USED ir Y Ow AT TOP EACCORDION SHUTTER � W E PER PRODUCT APPROVAL c -GLASSMN.GLASS OR DOORr �iSEPARATION 13 NPER TABLE 2 N EXISTING WOOD(13=0.42) a R APPLICABLE AT TOP Z TRUSS OR RAFTER 8 AND_OR.BOTTOM Q d XQ a (A 24"MAX.O.C. U° 2'OR 3" L E 0 EXISTING FINISH j MATERIAL I III I 1/4"MAX.FROM PIN GUIDE 'i li o 5 1/2"MIN. 5 46 TO BUSHING WASHER(TYP 1 ALUM ANGLE W THREE I 2"x 3'x 3'j'x CONTINUOUS OR 2.175' L�l 1/4"TILE(TYP.) 1/4"0 WOOD LAG i I i i i W 2'x 2'x%"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" p 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED D ED a¢ t$! 0.9"MIN.THICK 6061-T6 ALUM TRACK X PENETR."T"IN W000 L 5 6 1/4"0 A325 GRADE THRU BOLT(A 7"O.C. EACH RAFTER OF TRU55. ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 F OR 5/16"0 A325 GRADE THRU BOLT(d 12"O.C. 24"O.C.MAX.WHERE m MACHINE SCREWS AT 3'FROM ENDS GALV OR S.S. EXISTING 3 KSI CONCRETE ANGLE EXTENDS BEYOND AND 9'O.C.FOR THE BALANCE HOST STRUCTURE WITH LAST TRUSS MORE THAN A E 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 1/�0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO 3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(a)9"O.C.W/1-7/8'. NEXT TRUSS. FOR BALANCE WITH 1%" MIN.EMB. IN WOOD SG=0.42 TO 0.55 r I > MIN EMBEDMENT AND 2w' MAX.DESIGN LARD AT 5'-0"MAX SPAN: EXISTING CONCRETE, t3 O= i MIN EDGE DISTANCE, *62 P.S.F. HOLLOW BLOCK OR v=i Z"m LD_N Q a01NROIrtiAN�Lmhll oo FE STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X lz ¢r SPACING,TYP. t S2 P.S.F. ANCHOR SCHED. ALUM ANGLE(6063-T6) 4Itt 15-2339 p HO BUILDOUT MOUNT BASED ON TYPE OF a STRUCTURE "� INIXeI SCALE (MA NTS XP.DESIGN LOAD z 72 S F 1 3 BAloOMI PASS THRU DETAIL Hb O TRUSS MOUNT SECTION X99 SCALE 3"=1'-0" SCALE�3"=1'-0" EXISTING HOST ALT.LEG DIRECITON BPEOOf6S49NNAPWO P.E. STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN 12"MIN FROM E OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM _ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY SPACING,AND 3'MINIMUM EDGE DISTANCE -T6 ALUMINUM TOP OR BOTTOM -- ANGLES PER 8M END,SIZE z6549 O PER SPAN TUBE SCHEDULE EMBED. SPAN TUE PER - _ CESS HOLE DESIGN SCHEDULE 0 o p *m. EDGE OF ACCORDION i 1/4-20 MACHINE BOLT W/NIlf O � FwO.0 OR#14x 34"SMS 6'O.C.SHUTTER BLADES �� / ppI�f-.3.5'MINcswTYPI1/2'MAX.5 6 �� i� Pol , a EDGE 316 = Ufa >< 2.875-0 2.875.0 HOLE(TO RECEIVE DISTANCE MIN.GLASS ROUND WINDOW ASSEMBLY) EXISTING SEPARATION 13 °C O j W W o ti W w MAXIMUM OF 3 WINDOWSPFA TAR]F 7 PER EVERY OTHER BLADE GLASS OR W w = DOOR U3"MIN g 1 LIGHT-N-VIEW WINDOW od$ EDGE 1"1/2'MAX W� Twp W N.T.S. EXTERIOR ELEV k DISTANCE u1 a z U) 5 6 n I O O' 3 16 1/4"MAX.FROM PIN GUIDE w o. TO BUSHING WASHER(TYP) $ 1/4-20 MACHINE BOLT W/NUT O 1Gl1 1/2' CCESS HOLE 12'O,C OR i14 x 3/4'SMS 6"O.C. SPAN TUBE PER N 2.875'0 HOLE TO = ' w� RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY I 1/2" (2)6063-T6 ALUMINUM ANGLES PER BM END,SIZE EXISTING PER SPAN TUBE SCHEDULE o v n HOST 1 44 O THRU BOLTS SEE BM z °< ILI STRUCTURE SCHEDULE FOR REQUIRED NUMBERS C 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN �,/ g f p EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM r\ ? a 0.125' 0,125• SPACING,AND 3'MINIMUM EDGE DISTAIfCE - o 0.032' 0.032' 3g MAX.DESIGN LOAD�t 72 PSF - � 3 SPAN TUBE SECTION 0.1%" / \ 8 N.T.S. VERT SECRON ss. / � \ SPAN TUBE scI1EOIa.E OF I 1 ALLOWABLE TIKE NUMBER OF AINICHORB MMa4l4M ANGLE ROUND TUBE SHUTTER SPAN THRU4XX.TS ANGLE LENGTH WINDOW S� SPAN th ASSEMBLY TOP BOTTOM TOP BTOP BOTTOM TOP BOTTOM rleE TIeE TUBE TUBE TIEIE T1aaE TUBE TUBE TUBE S eo• 12a.r 135.r 2 2 2 a r r 2767 or iotr 106.1" 2 2 a 3 r r a t 0.125• t4! / - 121" 110.1" 04.1• 2 2 a a r r ralc or 120.16 167.0' 2 2 2 a P r \ / 0.125• or 114.5" 124.1• 2 2 a 3 r r a _ 12r i 102.8• 100.r 2 2 4 4 1r 11" e0" ,1138.r 1960 2 2 a a r r 02.875' -_ }-}0.188" 278' a1" 122.r ,floor 2 2 a 4 r 10" 6 s 03.250' 1 0.126' 120" 115.4" ta/.r 2 a 4 6 tr 11" flr 158.1" 240.1" 2 2 a 4 r iv g Eli, or140.1" 220:1" 2 a 4 6 IV 1e•LIGHT-N-VIEW WINDOW \\ / 120 1a2r 203.1' a 1 5 7 1r 11" ■C0PyF+ FPAWL8e@0MPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HO SPAN TUBE SCHEDULE NOTES: x x x x 4"ANGLES FOR 2'x5"&2"x6"BEAMS. 15-2339 2. USE 2"x5'xl/4"ANGLES FOR 2'x8'&2"x10"BEAMS. 5�2: - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE GE_SCRU"70Ns 4. TOP 8 BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BM MUST E LIMITED TO TOP BEAM SPANS. ` ] 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW E _ BELOW THE BEAM.MID-SPAN TUBES SMALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, -- -- ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS a N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6.7. ALL B MS AND AND ANGLESTO E E 6063-T6 ALUMINUM. U ANCHOR SCHEDULE: CONCRETE_ Q rPPE�549""""°°'``E_' S"MIN EDGE DISTANCE _ �\ a. h Spans Up To 6'-0" Soani Up To B'-3" ns U TO 12'-0" `_p•,• S N R ( CONN TYPE CONN TYPE CONN TYPE ��(•'' Q x C C2 q G CI C2 q C4 CI CZ q G CS NO PE004 1/4"ITW TAPCON OR ELCD Vp 15.011116.0-1115.0-16.0-1114V 16.0-116.0- 9.0" 13.W'16. 16.0" .5" S.S' B.S' 14.s" - ULTRACON WITH 1-3/4" 16.0' 16.0"10.5"14.5'1 0"16.0" .O" 7.0" 10.5'16.0,115.0', .5" 4.5" 7.5" 10.5" - >!' UI o N EMBED(3192ps MIN CONC) 16.0"16.0" 8.S" L2.5-1149(r 16.0" .5" 5.5" es. 15. 15.0" .5" 4.5" 7.5" 10.5" -� V $1: 16.0"13.0" 7.0" 11.0"i 0"iss, 8 5.0" 7.5" 11. l5.0" .5 4.5 7.S" 10.5" 7 / 8 COMBINATIOIsoSTATE Ze.. -° 2 x S(TYP.) 8 '� D M u 1 15.0" 7.S' 4.5" 7.5" 1 5"15.0" 7. 4.5' 7.S' S0. 15.0" .5" 4.S' 7.5" 10.5 9 / 0 COMBINATION F 1/4"MRLENRI AST 4 16.0"116.0-15.0"16.U"1 0"16.0"16 9.0" 13.5'16. 16.0" .5" S.S" 9.0" 13.5' i��S1s•.,<ORID 4 LL N BED(3275pt1 5 16.0" 6A"11.0"15.0"1.0"16.0"1110" 7.0" 10.5"16.0 13.S' .0" 4.5' 7.5" 9.5" 0 'zip ANAL 0 2 MIN CONCRETE) 62 16.0" S.0" 8.S' 13.0"1 Jr 16.0" 8. 5.5" 9.0" 13. 13.5" .0" 4.5" 7.5" 9.S' T/111 I I I 1 w W U.. x 70 16.0" 2.0" 7.0" 11.17'14%0"14.0^ 7.b" 4.3" 8.0" 10. 13.5 .0" 1.S"' 7.5" 9.5" C9 a Q w" LL 1 13.5" P.O- 4.5"' 7.5' 9.1- 13.S" 710" 4.5"' 7.S" 9. 13.5" .0" 4.5' 7.S' 9.5" g<m F o 13 16.0" .0"16.0"16.0"16. 16.0"1.0"13.5'16.0"16."16.0"1 .S" 8.0" 13.0"16.0" Z X d4 w 114 ELCO CRETEFLEX 554 1x5 TYP. 2x5 TYP. RnC W/2-EMBED(3350ps1 MIN 53 16.0" .0"16.0"16.0"16. 16.0"1 O"10.0"IS.S'16. 16.0"1 .0" 6.5" 11.0"14.0" W W W = CONIC) 62 .17'1 .0"12.5"16.0"16. 16.0" .5" 8.0" 13.17'16. 16.0 .17' 6.S' 11.0 14.0" 3 70 1 0"1 .0-10.5"16.0 16. 16.0" .S" 7.0" 11.5'1S.0 16.W. .0" 6.5" 11.0"14.0" IA C s i w 100 1 .0" 6.5" 11.0"14.0" 6.0" 0.0" 6.5 11.0"14. 16.0" .0" 6.S" 11.17'14.17' t o w w MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING b0 Cl C2 q G Cs C2 C3 04 CS C2 C3 u C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.17'16.0" 7.5 8.0" 16.0"16.0"16.0" S.0" 5.5" 16.0"16.0" 9.0" 3.0 1.0 14.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE r: ULTRAOON WITH 1-3/4' S3 16.0"16.0" S.5" 6.S" 16.0"16.0"12.0" 4.S' 16.0"14.5" 7.5" 10.0 ANCHORS ONLY EMBED(3192psi MIN CONC) 62 16.0"IS.5" 4.5" S.5" 16.0"16.0" 9.0" 4.0" 14.5'14.S" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE ® WITH ^^i 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" 13.0"11.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5" 10.0"14.S" 7.5" 10.0"14.5" 7.5 10.0" !/4'MILLENIUM Mll1FA5T 13 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.S" 9•S' 16.0"13.0" 7.0" 1.0 6.5 10.5" WITH 1-3/4"EMBED(327%W 53 16.0"16.0" 0.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"IO.S' 5.5" 5.5 7.5 ANCHOR NOTES: w 'Z MIN CONCRETE) 62 16.0"ll.S" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.S" 11.0"10.5 5.5 5.5" 7.5" 4 70 16.0" 9.5" 5.5' 8.0 16.0"11.5 5.5" S.S" 8.5" 10.5" S.S" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING G ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE a�'+ 100 10.5" 5.S" S.S' 7.5 10.5' S.5" 5.5" 7.5^ 10.5" 5.5" 5.5" 7.S' LIMITED TO THOSE SHOWN IN TABLE 1(Pq 1). =oma n `^ POINTS SOLID-SET 1.1/4"MIN EDGE DISTANCE _ a!1/4'ALL- ANCHOR PO NTS7/8'EMBED 6 Cl C2 q G CS Cl C2 q G CS Cl C2 q G CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 1/4.20 SS MACHINE SCREW 43 16.0"16.0" B.S' 30.S"16.0"16.0"12.0" 5.5" 7.5 16.0 12.5' 6.5 3.0" 5.0" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN RR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000psI MIN CONIC) 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.W' 7.0" THAN OR EQUAL TO SHUTTER SPAN. f 62 16.0"13.0" 5.0" 7.D" 16.0"12.5" 6.5" 3.5' S.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. G, W° •� 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" ? 3 g 100 10.0 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 70• 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER Z g 1/4'ALL-POINTS SOUV-SET 3'MM EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED R Cl I C2 I C3 G CS I Cl C2 I C3 G CS Cl I C2 I C3 G ICs CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF �R CONNECTION TYPE. 1/4-20 55 MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0 16.0"16.0"11.5 16.0 16.0 16.17'11.0" 7.0" 11.0"16.0" R (3000Ps1 MIN CONC) 53 16.17'16.0"13.5 16.0"16.0"16.0"14.0" 8.5" 13.5 16.0 16.0" 8.5" AS" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5 16.0 16.0-11601 11.0"17.W-111.0-116.0-116.0-16.5" 5.5 9.5" 12.0" ONLY. ��..� 70 16.0"Is.O" 9.W' 14.0"16.0"116.17 9.0" 6.011110.0-113.0-116.1 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.S" 9.S" 12.0"116.0" 8.5" S.S"' 9.5'112.0"126.1 8.5" 5.5' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT -518 MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO MOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS DROP-IN FINISHES. W/1/a-20 SS BOLT AND =10.W` 6 C3 G CS Cl C2 q G CS Cl C2 q G CS I^EMBED(3000ps,MIN 43 14.0"16.0"16.0"16.17'14.0" 8.0" 12.S"16.0"14.0" 7.5" S.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONIC) 53 9.5" 14.0";�46 6.17' 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" MEMBER NOT PLYWOOD.FASTENIVARY.FIELD VERIFY THAT NG TO PLYARE WOOD ISUACCEPTABLEATE WOOD F ON Y FOR 1� NG 62 7.5" 12.0" 1.5' 7.5" 5.0" 8.5" 11.5'11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLO�URE PIECES. f 6 70 6.5" 10.5' 2.0" 6.0" 4.0" 7.5" 9.0" I1.S" 6.0" 4.0" 7.0" 8.0"100 4.0" 7.0" 1.5" 6.0" 4.0 7.0 8.0 11.5" 6.0" 4.0" 7.0" 8.0" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 11/2•MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN.)WOOD WT SHALLD..3//4' ® 1/4"POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING LA6S E6 W/1/4-20 SS BOLT AND Cl C2 E3 G C5 Ci C2 q G CS Ci C2 C3 G C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1'EMBED(3000psl MIN 43 16.0 16.0 15.0 16.0^16.0"16.0" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN 6�b CONIC) •S3 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" BASE ANCHOR AND MAY HAVE EITHER A PAN MEAD,TRUSS HEAD,OR WAFER �� 62 16.0"13.0 8.0"X12.5"16.0 15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0 7.5 8.5 HEAD(SIDEWALK BOLT),U.O.N. 70 16.17'10.5" 7.0" 11.0"16.0"12.5 6.5 4.S" 8.0 9.5" 12.0" 6.0" 4.0 7.5 8.S" DESIGNATES ANCHOR CONDITIONS WHICH ARE® Y T ACCEPTABLE USE NUT OR WASHER WINGNUT. tQ[ ' 100 12CA" a'-4q0" 70.5'4' 12C.2"KIN pDISTU C CS 1C1, C2" q G CS • DESIGNATES ANCHORS WHICH ARE REMOVABLE BOY REMOVING MACHINE SCREW, 1 k IO Hill i e R12 SMS W/2'EYEWALL BONvmp P1 ARMOR INSERT W/2"EMBED 43 16.0"16.0-111.5r-14.0"16.0"'16.0"116.0"17.5" 10.0"16.0"16.0" 9.17' 4.5" 6.5" 13.5" Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (z000vsl MIT)CONC) s3 16.17"16 0" 0.s" u.o"16.17'16.0"IIs' ss" 8.0" 16.0"14.17' 7.0" 3s ss^ Io.O" 15 2339 p 62 16.0"15.0" 7.0" 9.5' 16.0"16.0" 9.0" 4.S" 6.S" 14.0"14.0" 7.0" 3.5' 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO stue DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESC 70 16.0 12.0" 6.0" 8.0" 16.0"14.5 7.5' 4.0" 6.0 10.5 14.0"AlW' 5.5" 5.5" 30.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.17' 3.5" 5.5" 10.0"14.0" 7.0" 3.51" 5.5" 10.0"14.17' 5.5" 10.0"12 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0" 9.5'" 16.0"ARMOR 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"16.17' 8.0" 13.0"EMBED(2000ps1 MIN CONIC) 62 16.0"16.0" 9.5" 13.5'16.0"16.0"11.5" 6.5" 9.5" 36.0"16.0" 8.0" 13.0"70 16.0"16.0" 8.0" Ils.16.0"16.0" 9.S" S.5" 8.5' . 16.0" 8.0" 13.0" CO)100 16.0" 9.0"�S.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 8.0" 19.0" SP805 Wo To 12'-O� PIP ODNN TM ,t . ; .�► Cl C2 C3 C4 C5 IL— moo©omoo©om0000©oo©omoo©©moo©© m�mmm�m®�mmmmiamm��m®��mmm��mmmm ���� m mmi=/imm mEMi//mmmmia/mm ei . ' • V MIN EDGE DISTANCE S�UDTo&-O" Spans Up To V-3" 7SPans Up To LZAO" ANCHOR CONN TYPE CONN TYPE N�, C5 mm�ii 1 c4/i®gym®ii/ii3 I a/m®iiia iIAll? iiiiia,® �®�®�®�®iiia Oiamm 1/4'EMBED mmmmr///mmi/i/mIxa mmVX//iiiN,mmm®m"mm'i%®mmi iiiaas ia%r////// - "®FUi///%i////M®i////i//aii///ii/////%i%//%i%///%'/////%i%///%i%//%uam%///%mmm%/////.''///////.mmK0''///////.'%//////.%/////.V//%i rami///%///%i////mini///%i/////////////i///%i///%i////i///�%%m®i//%®mini//%i////// mmi/////i///////i//// : /,�� TW m��"i////m mi///ii//%mi///ii////i///ii//%i////�mmmmmmmmmmmi////.i/////.i////m m��i/////,i/////,Elm''////////MI/%%/////,m'///////:'%/////.'O///%%///%%////mmmmmmm'//////�mmm%////�%////ii//�/,m '+ mmi///ii///ii////,mVO%i///i%///i////ii////ii////,NO//i/////i////i/////.mmV/////.aammai////"'//////.''WONmmi///%%///%%////m - mmi///////%////®///%///-//,m///%/////,mr/////%i///%i//%m®i//%®®mi///%i///%i/////mmi///%i///%i////m - mi///ii///ii///ii////,%///i//////i%////%////ii///%////%////%/a//,i////%////i/////,mi///i////i////mm%///%%///%%////mm%///i%///i,'%///i9m 1/4'MILLENIUM MI ®ma i�ammFmmmi////mmi////i////i/////m®m®®mmm/////.mmi®i/////.i////VON//® AN04OR W1 1-1/4'EMSE mmmi///%mmmi///ii///i////,mm'////////%///'r/O/i%////mem®ma0ai/11/11,"%/////..gym®%///%%/////,MI/%'/////� I mmi////i////mm%///%%////%////mm%///%%///% /%///mmi///�uam %////ii////mmi/////,i/////,%////%//// 0mi///ii///ii///imm%///a/%/////%/////%////mi////////=/%////®KU%////MMm''/////%%///%%0111,W//KMV///i/////%%////i%// mmai/////,i////'//////%////9m'////%/'//%%O//i%/%/9m%%/i%%/i%/�i,%///m%///%///�//%/%/mV///%%//%%i////%/%/m''//////%/////,i/////,i/%/ •. . : �m000mmmm©OO�mmOmO©mmOD©mem©© m®®®m®mmi/%®mmiO%i/i i/®ME E E 2mmMM®m �Pmii/mm ommi/i mmmmi/ii i/%mmi/i/i/i:i//mmmmmmmmm mm/i mm ■ mmmi////mm®i/////,i//%'//////.mmi////Mxz///////mmu2mmmmmi//9 m m ammi///,mmi mEmV//%i////VOWmFmi//�r//�V////,mmi///i///,is//.m9 r 2mNO//,K m 2��mi/a//.���mia/�� - �©oo©om0000mo©©000000m0000mo�o ��0��0-. mi/%i/iii/iiiOONilii/i i/iii=ii iai iliii/iiii/i/ii iliii//mmmmmmmmmmmmmmm mi=/�///,i/a�i/%i///iii%i/i%i/iii/iii/=ii/iii/iii//%ii/ii//mm0aff72 ai mmm/i ii=m® mi///%///%i///%i///%i////i///ii////i///ii///i////i///ii///iii////i/////%i%////mmmmmmm%////�®mmi////%////mm mi/i,NOW,i/ii////i/ii////i///%i///%i%%%i////i///%i///%i///%i///%i//%mmmmmmi///%i////mmmV///i////mm i///ii////ii////ii////i//%%/////ii///%'////NMO%'////%/.mm%////, m®m0/////.%////®®m0///%%1111//®® 1-9/16'MIN EDGE DISTANCE ■000©0000©�0©m��O©m00©�®�0 mi/////i/////i////mi////i////i////i///,//, mmammmmmi////mvm�/////%///%i%///%im mmi//%i//Nmmi////i////WON,mi//%/i///////OW%%////%////,m2mmmmmV/////,"i///MRmmmW////%/////.'y////i//// i/////*,V///%%/////,i/////.,%///%%/////,"%/////,V/////.i//%/,V,//%/m®i//%immm%%//i///////i///%mmi////i////i////i/////, e O %///%�///i///%i///%i////®�i/////,C�i�mi/////%%/////.i///%%/////,mi///%%//%////%i%//%i mi/////."%/////"'///%%'/////%%///%%///%%/////%///%i%///// /%i%//%i/////%//////i%/////%////m%//iii///%ii////mmi////mi////%////i////,%/// i////i/////%%///%%1111///: - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK TRANKLaENNARDo P_E 2"MIN EDGE DISTANCE i� E. . pam Up t '-0" Sum UO To 8'-3" Suns UD To 12'-0" _ LIC ••• ANCHOR CONN CONN TYPE CONN TYPE C2 C3C4 CS C3 C2 C3 C4 CS Cl C2 C3 C4 CS * N9 PE004 •12 SMS W/2'EYEWALL .0' 7.S .0" 16.0"15.5 8.5" 4.51' 6.5" 15.5" B.5" 4.5 4.0 7.0" 654 ARMOR INSERT W/1-1/4- .5" 5.0" 7.0" 16.0 11.0 EMBED_ _ Q .5" 4.0" 6.0" 14.5" 9.0" 4.51' 4.0" 7.0" 7.0" 3.5" 3.5" S.0".0" 3.51' 51.5" 12.5" 7.5" 3.53.5" " 7.0" 3.5" 3.51' 51.0" ATE OF kk W M.5" 3.5" 5.0 7.7 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" ��SS•F<OHID�, PC j ANCHOR SCHEDULE: WOOD (G=0.55) ��';;0NAL EN \ 10 YYI III III I, WL�-3/4'MIN EDGE DISTANCE to r> � G Spam U0 To 6'-0" Suns UD TO 8'-3" Spam UO To 12'-0" CJ Q. i Q _ v QW o D ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE Z^ pi p W e x (P C1 C2 C3 CA CS C3 C2 C3 C4 CS CI C2 C3 C4 CS w .J _ 1/4"LAG SCREW WITH 1-3/4 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" W MIN THREAD PENETRATION 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" 4.7 5.0" 16.0 0 0'i w 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" p W W p 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" 1.0" 5.0" 16.0" b O ry 100 16.7 11.5" 4.0" 5.7 16.0"16.0"11.5' 4.0" S.7 16.0"16.0"11.5" 4.7 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16.0"16.0" B.0" 10.0 16.0 15.5" 8.5" 4.5" 7.0" 15.5" 0.5" 4.5" 4.5' 7.0" 1.13'MIN EMBED 6 1/4-20 53 16.0"IO.S 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.S" 11.0"17.0" 3.5" 4.0" 5.0" SS MACHINE SCREW 62 14.0 8.0" 4.5' 6.5' 14.5 9.0- 4.5- 3.0 4.5' 7.7 7.0- 3.5" 4.0" 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" 4.0" 5.0" •my 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 ri d 3 414 SMS OR!14 WOOD 43 16.0"16.0"12.S"14.5"16.0"16.0"16.0. 8.0' 10.0"16.0"16.0 11.5` 5.7 7.0 16.0" wig g s SCREW WITH 1.3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0 8.0 36.0 16.0" 9.5" 1.0" 5.3" 13.7' w 3 a THREAD PENETRATION 62 16.0 16.0" 7.5" 9.5" 16.7 16.0"11.5' 51.7 7.0" 16.0"16.0" 9.5" 4.7 5.5" 13.0" �$ 3 �pllmlpmlptOln 70 16.0"16.7 6.5 B.S" 16.7 16.0"10.7 4.5" 6.0- 14.0"16.0" 9.5" 4.7 5.3" 13.0 y m 100 16.0" 9.5" 4.0 5.5 13.0"16.0" 9.5" 4.0" S.5' 13.0"16.0" 9.5" 4.0" S.S" 13.0 ANCHOR_SCHEDULE: WOOD (G=0.42) __i 3/4'MSN EDGE DISTANCE E O LOAD SOans UD TO 6'-0" Spans-U '-3"TOSSpans UD To 12'-0" w _ ANCHOR CONN TYPE CONN TYPE CONN TYPE (Oan C3 I U `- 3 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0" 9.0" 10.0"116.(Y'16.0"1 0" 6. Cl C2 C3 CI CS g 5.5" 7.0" 16.7 16.0" 9.5" 3.5" 4.51' 15.7' a � MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0"'16.0"16.0"112.V' 4.S" S.5" 16.7 15.7 7.5" 3.0" 4.7 1 11.7 <�Q 62 16.0"16.7 5.5' 6.5 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0 351 R v 70 16.7 53.54.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11 S"15.0" 7.5" 3.0" 4.0" 11.7' a 100 15.7 7.5' 3.0" 4.0" 11.7 15.0" 7.5" 3.0" 4.0" 11.0"15.7 7.5" 3.0" 4.0 11.0 o •14 SMS OR!14 WOOD 43 16.0"16.0 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.7'13.0" 6.5" 3.5" 5.0" 10.5' SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 8.0" 16.0 16.7' 8.5" 4.0" 5.5' 16.7 10.5" S.5' 2.5" 4.7 7.5- THREAD PENETRATION 62 16.0"11.5" 5.7 7.0" 16.0 13.0 6.5- 3.5- S.O. 10.5"10.5" 5.5" 2.5" 4.0" 7.5' Q.mtmmmmnno 70 16.0 9.5" 4.s 6.0" 16.0"11.7' S.S" 3.0" 4.0" B.0" 30.5' 5.5" 2.5" 4.0" 7.5" 100 10.5' S.S" 2.5" 4.0" 7.5- 10.5" 5.5" 2.3- 4.0" 7.5' 10.5" 5.5" 2.5" 4.0" 7.5' ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ° 4'MIN EDGE DISTANCE Scam UD To 6'-0" Spam UD To 5-3" Suns UD To 12'-0" G LOAD CONN TYPE CONN TYPE CONN TYPE ® O ANCHOR@E x rn (Pef) CI 1 C2 1 C3 C4 CS I C1 I C2 I C3 I C4 CS I C1 C2 I p I C'4 I CS F 5/16'ITW TAPCON XL W/ 43 160116.0"15.0-16.0"16.7'16.0-116.0-1 15.7 16.0"16.0-116.(r'15.W' 9.0" 14.0"160' Ill 2-1/4"MIN.EMBED 53 16.0 ti6 16.0"16.7 16.0 16.0"11.0"16.7 16.0"116.0"12.0 7.5 12.7 16.0 pIll 62 16.0" 16.7'16.0 16.0"15.0" 9.0" 14.0"16.0-116.0-12.0" 7.51 12.0"16.0 Q @ pp•� 70 16.0" 16.0"16.716.0"12.5" 8.0" 12.5'16.0"16.0"12.07.5" 12.7'16100 16.0" 12016.016.0"12.0" 7.5" 12.0"16.0`16.0"12.0" 12.05/16'ELCO ULTRACON W/ 43 16.0" 14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" S.5" 6.5" 9.0.12-1/4-MIN.EMBED 53 16.0"13.57.511.0"16.0"140, 7.5" 7.5" 13.5' 9.0" 6.5" WPMIGi n LN')ftV W RE 62 16.0"10.0" 6.0" 9.0" 16.7'11.0 5.5" 6.5" 9.0" 9.0" 6.5' 15-2339 �� 70 15.0" 8.0" 5.0" B.0" 15.5 9.51 5.5 7.0" 9.0" 6.5" _ 5.5" 6.5" 9.0 2-MIN EDGE DISTANCE PAG!DaaCRI►EIONI CI I C2 I C3 04 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 N12 SMS W/2-EYEWALL 1] 16.7'16.7' 9.5" 11.5"16.0 16.7 14.7 6.0" B.0" 16.7 11,5" 7.5" 3.5" S.S' 11.5' 1 ARMOR INSERT W/2-EMBED 57 16.0" 7.0" 9.0" 16.7 16.7' 9.5" 4.5' 6.51' 16.0 11.5 6.0" 3.0 4.5" B.S' 62 16.7 1l.7' S.S' 7.5" 16.7 14.5" 7.5" ].5" S.S' 12.0 11.5" 6.0" 3.0" /.5" 8.51' 70 16.0"10.5' 51.W 6.5" 16.0"12.5' 6.51' 3.0 4.5" 9.0" SI.S' 6.0" 3.7 4.5" B.S' ANCHOR NOTES:SEE SHEET 100 11.5" 6.0" 3.0" 4.5" 8.5" SS.S' 6.0" 3.0" 4.51' B.5" 11.51' 6.0" 3.0" 4.5' B.5" 9 FOR ANCHOR NOTES. 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