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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTENGINEERING �F_WPRESS 0 ENGINEERING EXPRESS. PRODUCT EVALUATION REPORT April 23, 2021 Application Number: FL13757.1-R9 EX Project Number: ' 20-26156 Product Manufacturer: Town & Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion 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.#20-26156 titled°6.8 Accordion Shutter", sheets 1-14, prepared by Engineering Express, - -=- signed`& seated 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 and TAS 202 test standards per test reports) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test.report #98-016 (signed by George Dotzler) by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353-0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by Yamil G. Kuri, PE) by Construction Testing Corporation (CTC). • 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-. Maximum Allowable Design Pressures 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity - ---- ---------=--16'0-SW 12-!A-AVENUE SUITE 106, DEERFIEL_D BEACH; FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERING EXPRESS.COM ENGINEERINGEXPRESS.COM ENGINEERING - EXPRESS ® Page 2 of 2 TOWN & COUNTRY INDUSTRIES — 6.8 ACCORDION 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. AII_supporting.host structures shall beAdsigned to resist all superimposed loads and shall be of a material listed iri 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, Digitally signed by Frank Bennardo Date: 2021. 4,23 10:31:37-04'00' Frank Bernardo, PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 1-60_-SW.--12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 - - (954) 354-0660 1 (866) 396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE HVHZ DESIGN WIND LOAD (PSF) HVHZ POSITIVE WIND LOAD WITH UNIMATE ® HVHZ POSITIVE WIND LOAD WITH CENTERMATES O O g OR al OR®8 0, © HVHZ NEGATIVE WIND LOAD ALL MOUNTING CONDITIONS"• 23.g 156" 156" 156• 25.0 154• 156" 156• 30.0 147° 156• 156" no 142" 150" 156" 40.0 137" 145• 156" 45.0 133• 141" 156" 50.0 129" 137". 166• 55.0 126" 134• 156" 60.0 124• 131• 148" 65.0 121• 129• 143• 70.0 119" 126" 137' 75.0 117" 124" 133' 80.0 115' 122' 128" 85.0 113" 120" 125• 90.0 112" 118" 121• 95.0 110" 117" 118" 100.0 109• 115• 115• 105.0 107' 112" 112• 110.0 106" 110" 110" 115.0 105• 10'r 107" 120.0 104" 105• 105• 126.0 - 103" 130.0 101" 135.0 gg• 140.0 95• 145.0 92" 150.0 89• 155.0 gg+ 160.0 83• 165.0 81' 170.0 7g• 175.0 7g• 180.0 7q• 185.0 72" 1. 905.00 70" ,9 6g^ 200.0 66 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 1 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVHZ POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS 530'ABOVE >30'ABOVE GRADE GRADE (IN.) (IN.) 29.3 156• 6.7• 3.5" 30 60•. 3.0" 1.1" SIP 3.0" 1.5" 120" 3.0" 1.9" 156" 5.7' 3.5" 40 60" 3XII 1.1• 99• 3.0" 1.6" 108" 3.0" 1.8" 120• a0• zz" 132• 5.7" 28" ' 145• 5.7" 1 3.5" 50 60• 3.01' 1.1'1 99" 3XI 1 1.7' 108• 3.0" 1 20" 1z0" 31f 25" 137' 1 5.7" 3.5" 60 60" 3.0" 1 1.2" 89" 3.0" 1.9" 108" 3.0" 1 2.2" 131" 5.7' 3,5" 70 60" 3.0" 1 1.2" 84• 3.0" 1 1.6" 99" '3.0" 1 2.0" 126" 5.7' 1 3.5" 90 60• 3,0" 1.2" 84" 3.0" ixI 99" 3.0" 22' 118" 3.6" I a5• 110 60• 3.0" 1.3" 3.01 1.8" 99" 3.0" _I 26" 110• 3,3" I 3.3" 120 60• 3.0" I 1.3" 84• 3.0" 1.9" 105" 3.1" 1 3.1" ** FOR BUILDOUT MOUNT MAXIMUM TABLE C ON SHEET 6/13 TABLE 1 AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNT FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE:' O IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE 1 BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES , AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. 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. } I I AND PRESSURES, SEE TABLE 3 : ALLOWABLE SPAN SCHEDULE NON-HVHZ DESIGN WIND LOAD (PSF) POSITIVE AND NEGATIVE WIND LOAD ALL MOUNTING CONDITIONS" Soho 156• 55.0 155" 60.0 148• 65.0 143• 70.0 137• 75.0 133• 8 128" 85.0 80.0 -9-0- 125- 12l- 118" 100.0 115• 105.0 112" 110.0 110• 115.0 107' 120.0 105" 125.0 103" 130.0 101" 135.0 99" 140.0 95• 145.0 92• 150.0 89• 155.0 ge• 160.0 83• 165.0 81" ,,". 170.0 ! 78" 176.0 76" 180.0 ' 74.1 )•185.0 72' 190.0 70" ' 185.0 68" - 200.0 66"• '<„ ,,_°` ,. 'Digitally signed b PE6 0046549 CAS988S , - ' er- Frank Bennardo • • NI ; e;;`/33 62-0400'3 TABLE 4' MINIMUM SEPARATION FROM GLASS NON-HVHZ N SEE NOTE 3 BELOW Q MINIMUM SEPARATION PAP •x Wm' of POSITIVE FROM GLASS (:,[j] 'wLuiu UNI:ryuNj Ali^mo DESIGN PRESSURE SHUTTER INSTALLATIONS INSTALLATIONS SPAN 5 30' N O aw (PSF) ABOVE > 30' ABOVE_ GRADE GRADE Dj U � R> Q w �c _W ¢Nfi O �X-w 0,y W ^ w z 3 w UI LL K w N O 60• 3.1" 99" 11.. 1.4• 30 120• a1" 1.9" 156' S.8" - 3.5" 60" 99' a1•' 1.5" 40 108" 3.1' 1.8" 156" 1 5.8" 1 . 4.3" 60, 3.1" I.T. 99 3.1" 1.7" 108• 3.1" 20" 50 120" 3.1" 2.5" 132" 5.8" 3.1" 60 70 149' 60" 1 5.8" 3.1" 5.0" 1.1" 84" 3.1" 1.5" 99" 3.1" 1.9" 12W 3.1" Mo. 137- 5.8" 45' 90 60" 3.1" 1.2" 84• 3.1• 1.8• 99" 3.1" 22" 120" 3.7' 3.6" 1218 60" 5.8• 3.1- 3.7" 1 2" ** FOR BUILDOUT MOUNT MAXIMUM 110 84" 3.1" 1.8" SPANS AND PRESSURES, SEE 99• 3.1" 2.5" TABLE C ON SHEET 6/13 110" 3.3" a3" 120 �• 3.1" 1.8" 99" 3.1" 2.6" 105' 3.1' 3.0" TABLE 3 AND 4 NOTES: 1. NON; HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND 'BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE �11i4 MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL y f MUNICIPALITY ADOPTS ADDMONAL CRITERIA. 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. S. 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. VISIT ECALC.10/26156 ■ ■ FRSfE SPECIFIC DEVIATIONS 'T8MORwOR ONENf"AbTECSC N OR _AN THIS OR CODE ti VISIT ENGINEER11,10 RE39. 'STORE ■ FOR ADDITIONAL PUNS, -REPORTS 6 RESOURCES I cn"20-26156 I 1 GENERAL NOTES: 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 (IRCTHIS SYSTEM MEETS MISSILE LEVEL "D". SEE PRODUCT EVALUATION REPORT FOR MORE tINF RMATION. 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 FOR ALL WIND ZONES, IN ACCORDANCE WITH ASTM E1996. IT IS ACCEPTABLE 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 7-16, 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. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE. 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 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THFSF APPROVAI nnrl IMFMTS THE RI ITI MhlN DEVIATIONLI AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS//HER APPROVAL. 12. EACH SHUTRER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FbLLOWING MINIMUM INFORMATI N: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE, FL 9LB MISSILE LEVEL D - ASTM E3886, E1996 & E330 TAS 201, 202 & 203 FLORIDA PRODUCT APPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 14. 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 1/4I 0 OR 3/16"0 5052 ALUM. ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAYBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK c*m Z W J aP4 fn F- ty W 0 F- :3 = W N J Pa E ~ W W 0 L01 TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N!T.S. f , i TRACK N W TTOM TRACK lP wN oa �a � wM of uNLL^�w WW '. WWUmOx o CO M t U009Ew U W W 2 In W ow MO 20-26156 I 0 OSILL SCALE. HALF SIZE PE# 0046549 CA#9885 PR13JECTIDN VARIES 4,874' .e .. ' N 3.610' L82427821.825" 1.907' ,9971" yy4 7.H25" 125" 1825" 1.706' " .143" 11..790086'i .099.1431.7.100101.718. . .068"'S" ' cuu 100" .3.43 '••}'• L " m iDLon62. 62' m a N,.� o a� ^� w m P"u .095" • N 200 �1.069 LL N m .062". 30" 62" .20D" 630 .200 1.510' .521 630' 062" ,�7 -1 o = Km w ro I m 608 630 50" .971" .588• 630' 1.510' 1 1 w ui U �� a -971"i- i 1.069' 2.822,. 2.728 4a ¢ w e c� 1.250" 1.200" �095" .971" • i .030' 2J48' o,� 10' z z a. 0; tea 5.745" MAX. 3.610" ,I ! ! I c0, w m.z (BUILD OUT WALL LITE 2-LEG WALL 3LLmfi J O HEAVY 2-LEG'MALL O O HEAVY HEADER/SILL O LITE HEADER/SILL m W SLw SCALE. HALF SIZE SCALE.. HALF SIZE SCALE. HALF SIZE SCALE, HALF SIZE SCALE. HALF SIZE ow �O HERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS M�Lgr 2.655' 1e2s• . •875' 2.195' 1.230'2.655'I1q�O 11.085'cc o Omtr. olN c I.105' S `o '895' 1, a.g'e to #,Dl Lo 1 GI 1jj�'cu TYP MIam1060'i)1N f^za`u .621' ,� W w �-3 2199' 4.510' 2.195' 0 4:s10' a g 3 O8 SILL ADAPTER O a 10 EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR � o Og EXTENDED SILL SCALE, HALF SIZE SCALE, HALF SIZE SCALE. HALF. SIZE SCALE, HALF SIB SCALE. HALF SIZE 30.225" ,314" .06 ,043" 325' .150R 0 2" 1.625" 069" 13 TYP. 6.8"SLAT BLADE �� 6.8 STARTER SCALE. HALF SIZE SCALE, HALF SIZE .130' .sto•' 4.10 •' .227" ,054" 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE, HALF SIZE �g RADIUS CEILING HEADER/SILL 330' o p SCALE. HALF SIZE cv I 14 CEILING HEADER/SILL SCALE. HALF SIZE 20-26156 - iCALE: .AGE DESCRIPTION: II 0 nl ' �. 5' MAX, �. 1 g ANGLE SCALE, HALF SIZE NYLON WASHER OR.ALUMINUM _ (NYLON BUSHING OPTIONAL) 2.016' cu N f*1 .062' 20 RECESS SILL SCALE, HALF SIZE OUTER SCREW ANY #14 357' SS (ANY LENGTH%HEAD 276' STYLE) 14 x 2-3/4" 410 HT S.S. '-INSERTS SCREW W/ in N.062' INTO TC ULTRACOTE COATING TRACK (TYP TOP 8. BOTTOM) -NYLON BUSHING'W/ WASHER- .154' .137' 7/16"0 x 1/2" @' INTERIOR JOINT TOP EITHER CANIBE USED ON EXTERIR BOTTOM 26 BOX CENTER INSERT n BUSHING ASSEMBLY DETAIL SCALE. HALF SIZE SCALE. HALF SIZE 29 2003 6.8 CENTER MA SCALES HALF SIZE INDUSTRIAL SYSTDE�MS 35 BOX LOCK SCALES HALF SIZE TYP. F=}.61 SECTION A i .375<d I 1.950" 24V4 THUMB STAINLESS STEEL •280" z S ASSEMBLY .3200 HOLE w• m m9. NH 02 JJ �} O N w O o I(�I w i i .050 WHEEL " o o m Fx VVVV I N TYP. AT EVERY OTHER 750" FOR USE WITH INSIDE JOINT AT TOP. .870" ® AND ® ONLY I CYLINDER-SOUD BRASS, NICKEL PLATED ROLLER ASSEMBLY HOUSING -ZINC DICASTPOWDER COATED 22 21 SLIDE PROD SCALE. HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB SCALE. HALF SIZE TURN OPERATED INSIDE, r Aso• 23 BRASS. PUSH LOCK SCALES HALF SIZE 4.000' .500' 9 o cl o ^' ZD .224' RAINGUARD 28 SCALE, HALF SIZE ' 2,12s• .286' ti -1 ml O?lr*: E ,160 ' .125",rf- L-.125" in 1,001' ,062' � .222'- -4 .062' ,176- I uu% 31 HASIZE TER SCALES o 32 FEMALE 130LF SIZEENTER 33 OUTLSIDEAL ESNTER IZE MATE MALE X STEEL NUT INLESS HEAD STYLE VARIES W 30 38 THUMB SCREW SCALES FULL SIZE 25 x 1 4-20x1 OR 5/16-18x1 v w MAINE SCREW STAINLESS n a 5/16"0 INTERNAL STEEL v THREAD o x 37 T—SCREW INSERT POWDER COATED, ZINC DIE-CAST SCALE. FULL SIZE I N Pi 36 T—LOCK ADAPTER (OPTIONAL)1 I 7.000' N SCALE HALF 612E 39 2X7 ANGLE SCALE, HALF SIZE I 4 OINSIDE CENTER MATE SCALM HALF SIZE z" 1.625"--} 0.050" 1" 0.125" 0.085" M � N 0,085" CT`ti011--2; END STRI SCALE. HALF .062, NOTE ATTACHMENT SCREWS OF END STRIPS SHALL BE 010 TORX OR PHILLIPS DRIVE SCREWS, 1 HAND -TIGHTENED ONLY. in m P2 vnn' oa .a I J WM �� H g$.. U V�LLmC1Ni1 CCia�� N w>UsOX uil 0¢w -wu o�ym§�� KNOg�iw O,u Vi UlW V ti0 W CAI 1•050, `E r 20-26156 ti SCALE: PAGE DESCRIPTION: , 2" & EXT n � .p(•.125' SCALES a F SIZE I i• FRANK BEN NARDO,PE PEa 0046549 CAa9885 ASTENER La1 18" O.G. DIST. EXISTING GLASS r �%^'•, EXISTING GLASS a �- (USE ANY ANCHOR SHOWN EDGE IN ANCHOR SCHEDULE). 71 DIST. �g EMBE 17 SILL (INTERIOR) (INTERIOR) AL .IR DCLEON II II �'' �� 'CD,'CD,N EMBED. _ � (INTERIOR) wm 17 0.062" THICK 6063-T6 a] ..I- j Elio LL awN EDG O 2" x 5" MAX. (ANGLE LEG I 3 29 29 (W oN = x DISi. 29 AY BE REVERSED) wW U swlxx 8 ASTENER @ 18" O.C. (USE ANY 13 15 ~� Q _.. ANCHOR SHOWN IN ANCHOR 13 - • �Q w z 13 13 13 21 8 3 29 29b O,C 11 9w- , ' 13 SCHEDULE, 1" MIN. EDGE DISTANCE). I TO & rc" O � G w 3 I 12 x 1/2" GALVANIZED BOTTOM 1/4-20 THUMBSCREW ( ) ON J "+ww r_ 6.80•• (TYP.) 29 EXTERIOR o w R z o OR S.S. SMS, 3/16"0 ALUM. INTO CENTERMATES 1/3 b;�^ 1/4-20x1 THUMBSCREWANTO POP RIVET,',OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE >' w ��z (EXTERIOR) LS w THREADED HOLE. LOCATED @ MACHINE BOLT &NUT SHALL BE 3/8" N w A - 1/3 SPAN TO 2/3 SPAN FROM @ 18" O.C. MAX WIDTH UP o w TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1" HEIGHY. ti O g SCALE, 3" = T-O" 5 W-3". USE TWO THUMBSCREWS : _I MULTIPLE SHUTTER ASSEMBLY ON BLADES > 8'-3", ONE @ 1/3 SPAN SCALE. 3" . 1'-O" - H AND ONE AT 2/3 SPAN FROM BOTTOM' LOCKING DETAILS FOR OF BLADE, TYPICAL. FOR LOCKING CENTER MATES USE (11 BRASS PUSH LOCK n 9! OR 11l 5/16-18 THUMB SHUTTERS, A BRASS PUSH LOCK®3 SHOWN T RANDOM 9 SCREW 110JO THREADED MAY BE SUBSTITUTED. WHEN USED WITH DETAILS i U INSERT 1s-g AT 1/3 SPAN CENTERMATE #29 AS SHOWN, RECEIVING TO 2/3 AN FROM SEE END STRIP SOIEDUU: BOTTOM OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7/16" h 9 RECEIVING HOLE SHALL BE 3D �� FOR MAX SPAN WHEN w'Gg 3/8" MAX WIDTH, UP TO 13 1= USING 40a, 40b, 40c OR 1" HEIGHT. 30 ? 40d H$ ¢ o M m J m - - - END STRIP SCHEDULE \ 40 USE APPROPRIATE �[� " z ui F 13LIF N u I o I E p Z i 4 I USE (1) BRASS PUSH 3LJJ0 LOCK OR j1j S/16-18 THUMB S``1IttEW INTO 30 13 THREADED INSERT s AT 1/3 SPAN TO 2/ SPAN FROM BOTTOM OF, (OUTSIDE) SHUTTER. RECEIVING HOLE SHALL BE 3/8" HE IGHTIDTH, UP TO 1" 3' TYPICAL OUTSIDE CORNER CLOSURE — — — — — — — CC1 DETAILS WO/CORNER POST v NNi NTS 13 SF SPAN 1" B/O (2.7-) ® 62 2 108" 00" 82 94 2 80" 32 5" 2" B/OO((3.7") 62 95" 72 88" 82 83" 3" B10 ((4.7") 62 72 82 86" 79- " ALT. !O 62 72 1 ' 102" 8 112 81" 132 75" 1.6"x3" 45 93" xO.093" 52 87" 57 60 1.. 81" ANGLE 64 8" 0 5" 3 3" 2"x3" 45 1391, x0.125" 52 129' 57 0 12T' ANGLE 64 6" 0 3 loqll '211 45 145" x0.125" 52 135" 57 60 129' 5" �NGLE s4 0 73 STARTER STRIP TO u 40 PROVIDE CLOSURE FOR \ S BUILDING CONDITIONS ) /\ E. rn a = w o 3 a og FASTEN STARTER ) ALTERNATE END STRIP DETAIL TSTRIP " TRACK W/ „^ 2TRIP lSCREWS SCALE. 3" . t'-0" (HAND-IGHTEN ONLY). j ANY TRACK W/SCREW BOSSES. 3 EXISTING GLASS c ^ gill — e l o0, a' USE 1) BRASS PUSH LOCK OR I1. 5/16-18 THUMB (INSIDE) i SCREW I 0 THREADED INSERT AT 1/3 SPAN SILL? BOTTOM OF AN ,( 30 HR-a: o g e PIPM7 30 CO,m..GNEMGEXPRESS 73 3 (OUTSIDE) 20-26156 aE TYPICAL INSIDE CORNER CLOSURE CC? O DETAILS WO/CORNER POST �4�$ a FOR THAN SHOWN SPANS OR LOADS THAN SHOWN 1N END srn1P SCHEDULE, END STRIPS REQUIRE A 1"x1" .090" CLIP ANGLE MID SPAN USINGANYANCHORON THE I ANCHOR SCHEDULE &i14014"TEK SCREWOR1/4-20BOLTTOEND USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY scALEe PAGE OFSCRIPTION• q "UQ UP NTS STRIP. SCALE. 3" = 1'-0" o ' i 2 FASTENERS EACH ANGLE — 1­x 2" x 1/8" OR 2" x 2" x 1/8" ALUM. ANGLE - THREE 3/16"0 ALUM. POP RIVETS OR THREE 012 SMS, TABLE A (co) PRESSURE VS ALLOWABLE LENGTH PSF 2"x2°xl/8° No B/0 ' 3°x3'x1/B• 1 No B/0 62 130" I88' 72 124" 179" 82 119" 172° 92 114" 16F 102 110' 160" 120 1D4" 147" 150 97° 131• 200 gg• 114° I ALUM. TUBE 6083-T6 ALLOY SEE TABLE A FOR SIZE. l — \ N, C2 CONNECTION TYPI REFERENCE ANCHOF SCHEDULE FOR MAN I \' , SPACING- Cl CONNECTION TYPE REFERENCE ANCHOF 1g SCHEDULE FOR MAX I SPACING ALTERNATE THRU BOLT 3/16"# ALUM. POP I Cl CONNECTION TYPEQb 17RIVET .0 #12 SMS O.C. (TYP.) REFERENCE ANCHOR18" ' SCHEDULE FOR MAX. PH- r �� 1 I• ' '� SPACING _MAY USE MALE OR T I FEMALE LOCK -SLAT) •. I CC3 TYPICAL CORNER CLOSURE' DETAILS \ _ I i GLASS OR DOOR - NTS \ �/ 1 o\\\ TABLE THRU BOLT ALABLEBLEB B iwouTM 7s-o...-.T .. � (CC4)ALTERNATE TA PRESSURE VS ALLOWABLE LENGTH PSF W ¢H 9%O �g WITH 18/0 62 113• 166' 72 107' 157' 82 101" 147' 92 95, 139" 102 90' 132° 120 83' 12T 150 74" 109, 200 64° 94° 3/76 RIVET OR #12 -� SMS (m 18" O.C. OR 1/4-20 NUT 3, BOLT 77 . (TYP.). 3/16"# ALUM. POP ALUM. TUBE RIVET OR 012 SMS 6063-TB ALLOY (m 18" O.C. (TYP.) 5lf FSi2E 2 FASTENERS !Ujl 1" x 2" x93"6063-T6 EACH ANGLE UM. THREE 3/16"0 ALUM. ANGLE, TYP o POP RIVETS OR 17 THREE #12 SMS, TYP. 0 0 1" x 2" x 1/8" 73 OR 2" x 2" x 1/8" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) ' 012 x CC4 TYPICAL CORNER CLOSURE DETAILS pop P NTS MACH C5 CONNEC11ON TYF REFERENCE ANCHOI SCHEDULE FOR MA; 090' 6063-T6 ALUM. TUBE TYP. •2" xS. x 1/e'• x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. VANIZE LUM. � (OUTSIDE) P16"O A 1/4-20 SIDE CLOSURE OPTIONS 8, NUT SCALES 3" = T-0" 1/4-20 MACHINE BOLT W/NUT @ 12" O.C. OR #14 SMS @ 6" D.C. (TYP. TOP S BOTTOM) Warm 1-w VI 0 = QO X41 IL W N N m Q wF Y ___ () 9" O.C. ANGLE TO TUBE CONNECTION 3ED. I 6063�T6 ALUM. TUBE ' CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE. 3"= T- 0" 13 O:m w 10 mow. APPLICABLE AT TOP N y AND/OR BOTTOM U Q Y � 2"x3"xWx w :ONTIN000S OR 2" x 1/2" MIN. 1 ' x Ys" x CONTINUOUS 6061-T6 ALUMINUM 2.175" ANGLE ANGLE FASTENED TO IXISTING 3 ° KSI 2 0.9" MIN. THICK 6061-T6 CONCRETE HOST ALUM TRACK FASTENED STRUCTURE WITH TO ANGLE WITH 1/4-20 "O DEWALT ULTRACONS MACHINE SCREWS AT 3" .(OR MILLENIUM MILLFAST FROM ENDS AND 9" O.C. W. T&C ULTRACOTE) AT 3" 2-1/2",MIN. FOR THE BALANCE FROM ENDS AND 4" O.C. EXISTING CONCRETE FOR BALANCE WITH 13/4" HOST STRUCTURE (3000 MIN EMBEDMENT AND 2Y," PSI MIN) MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES STAGGERED WITH 3" MIN. SPACING, TYP. OBUILDOUT MOUNT SCALE. NTS o a. �MSuo W J b.m uNW^lKw W o X gb.: r>Um'zw oLm ?6 U'a W R W Z 0 Lu Ul 0' o TW WO n m J W rL i o m =,5 t K P P. z�6 Za S G N 9a y- 6 a a 20-26156 C5 CONNECTION TYPE PES 0,46.4N9 ARD Wobsp85 lal. REFERENCE ANCHOR XISTING o 1 SCHEDULE FOR MAX. STRUCTURE" ; SPACING GLASS M z w > GLASS C1 CONNECTION TYPE 5" MAX. 1/4-20 MACHINE BOLT '• I OR DOOR , � u _, OR DOOR IY -i m REFERENCE ANCHOR W/NUT 12" O.C. OR '�. � � t Q z m yg ��, F w e Ix SCHEDULE FOR MAX. 19 *14 SMS @ 6" O.C. ^`' = w ¢ � SOImUIIES:' 13 p = = o SPACING /2' (TYP. TOP & BOTTOM) w SEE DESIGN 13 N w 0- FOR UK: = U (_� 1D N 1/4"-20 THRU BOLT W/ SOEDINES X m w w SEPARATION i N w " o FOR FOR 1!!. ¢ _ ¢ u #12 x 1/2" SMS @ 12" O.C. ip GULSS X z Z m w a s tg LOCK NUT @ 12" O.C. OR SEPARATION Y r w m OR 3/16"H ALUM. POP �' w I' - e w m 'or #12x1/2"SMS@12^O.C. E.S. TO GU1u pr¢ ¢-j ¢ate I o a �(6� OR uir mqu0 OR 3/16"0 ALUM. POP z -r RIVETS @ 6" D,C. OR 1/4"E I. S. E a w p . �RYP'1� of _j RIVETS @ 6" O.C. E.S. �= ALUM. POP RIVETS @ 12" O.C. �j. VNN m `(� LLN �N DR 1@/4"0 ALUM. POP RIVETS ( w 111 AND O I w 0 = g w i 12" O.C. E.S. 1/4" MAX. FROM PIN SEE DESIGN w H m j U '•= o x ¢-Z. ASSEMBLY i' z MAX. FROM PIN SO�IlES 13 F- D+ p p = ¢ w O Q9 AND GUIDE TO BUSHING 0 1/ 1/2" TYP. WASHER (TYP.) IID G FOR FOR IOEL I- w = O ary°L m ASSEMBLY WASHER (TYP.) w ! .i0 p N z N w A� 0,�., � w o / 1/2" 1/2" TYP. EXISTING CONCRETE, I SEPARATION '3 s _ CONNECTION TYPE OR DSOOR —�( -� 0 w ^ 8 z BLOCK OR WOOD FRAMING W u pzm ��"' m .EDGE REFERENCE ANCHOR ¢ ¢ ¢ ¢ 3 !+• �f o W w / CONNECTION TYPE DIs . SCHED G FOR MAN = u � r o w OZ w / EDGE REFERENCE ANCHOR CONNECTION TYPE IN DIAGRAM ON PG, 10) ¢ DINT. SCHEDULE FOR MAX. j SPACING AS SHOWN � REFERENCE ANCHOR m CONNFOR MAX. ECTION TYPE IN DIAGRAM ON PG. 10) SPACING. SCHEDULALT. FASTENER I p B REFERENCE ANCHORp 6 R - d EXISTING CONCRETE, LOCATION. FRONT AND w o h SCHEDULE FOR MAX. BACK ANCHORS NOT REO'D O ° SPACING. ALT. FASTENER BLOCK OR WOOD FRAMI 1/4" MAX. FROM PIN F WITH THIS LOCATION 2" n / LOCATION. FRONT AND :: C1 CONNECTION TYPE GUIDE TO BUSHING m / 1/4. MAX. FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECl10N REFERENCE ANCHOR WASHER (TYP.) ' PIN GUIDE TO WITH THIS LOCATION B SCALE. 3"= 1'- 0" SFACDNG E FOR MAX. 1 y BUSHING WASHER OINSIDE MOUNT SECTION RE ERENCE ANCHCONNECON OR Wd N ' (TYP.) SCALE : 3". T- 0" SCHEDULE FOR MAX. G o g \ / NOTE FOR DETAILS A. B, D, AND E ON THIS SHEET, EXISTING CONCRETE, SPACING a o, O m X / THE BASE TRACK MAY BE INSTALLED SECTIONS BLOCK OR WOOD FRAMING EMBED. a c a rt m WITH GAPS, PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION Z= < LL m ��—� TYP. SOTTO A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO M. z ui MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE, 3". 1'- 0" U USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS. \) EXISTING CONCRETE, SXISTING BLOCK "OR WOOD FRAMING EDGE IST • ON TYPE��uEFiti / c EMBED. ON TYPE CONNECTION TYPE REFERENCCONNECE ANCHOR EMBED. CONNECTION TYPE W/ EX USION 2 REFERENCE ANCHOR / TR SION1 m E SCHEDULE FOR MAX, REFERENCE ANCHOR n SCHEDULE FOR MAX. SPACING �^ w SCHEDULE FOR MAX. SPACING AS SHOWN O SPACING 3 IN DIAGRAM ON PG. 10) 1 16 .&RO I' 1/2" 3 4 �F 1/2" v'' ii. wl N o GLASS ;' I Ij' w ?= m w 0 " o 1/2' ¢ OR DOOR SEEDF9t#7 iIi 1. 13 _=o ww -W+m tea'=''� 5' w w ui r m #12 x 1/2" SMS 12" S4iF]wlFS z s g w o - 0: r w O.C. OR 3/16"0 ALUM. FOR R1710�l1 �" w caw D®(ii r w= o K o a 3 r. w 7 p m POP RIVETS @ 6" O.C. III IM mF�� 13 � r w w r m = p o OR 1/4"0 ALUM. POP X Ot? a GLASS OR gpyyl = _ _ .. GG SEE DESIGN 13 p. N = ^ ' ' I' ¢ o ¢ r DOOR N OR U 3 8 GLASS SCHEDULES FOR = RIVETS 12" O.C. ! i I S a p o y u OR DOOR--� FOR MIN. N p N @ u X z p z m z SEPARATION TO Xzpzm I Ilrlr I ¢�odF o��� 8 § 1/4-20 S.S. MACHINE ¢ a a r O7 ANDe�B 1/4" MAX. FROM PIN E U w s SCREW 8 NUT @ f u y 1/2" GUIDE TO BUSHING ¢ B 12" O.C. u i ASSEMBLY 1/ " YP. WASHER (TYP.) to sqs X 1/4" MAX. FROM PIN m o 1/4" MAX. FROM PIN x w S 9 E=a - ¢ GUIDE TO BUSHING w CONNECTION E 1/2" � 'GUIDE TO BUSHING = KW8 y OF o EDGE &RO WASHER (TYP.) � � � a 111 x: g WASHER (TYP.) � REFERENCE AN OR kg ! 5 6 in EXISTING CONCRETE, DINT. SCHEDULE FOR AX. C2 CONNECTION TYPE W�� EXTRUSI N//2 a G R a R R $ ^ a BLOCK OR WOOD EXISTING CONCRE SPACING AS SH N CONNECTION 'TYPE W/ E7C(RU N $1 COFMGW ENGWEFRWC EGRESS ® OR FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON P ..10) REFERENCE ANCHOR .20-2filSfi REFERENCE ANCHOR SCHEDULE FOR MAX. 3" x 3" x 1/4" CONT. CONNECTION TYPE #12 x 1/2" SMS @ 12" SCHEDULE FOR MAX, SPACING state: - - 6063-T6 ALUM. ANGLE REFERENCE ANCHOR . 'D.C. OR 3/16"O ALUM. SPACING. SALT. FASTENERI EXISTING CONCRETE, PAGE DESCUPTION: E (MAY BE REVERSED SCHEDULE FOR MAX. 1 POP RIVETS @ 6" O.C. LOCATION. FRONT AND BLOCK OR WOOD FRAM - AS SHOWN DASHED) SPACING I OR 1/4"B ALUM. P BACK ANCHORS NOT REO'D m RIVETS @ 12" O.C. WITH THIS LOCATION - O WALL MOUNT SECTION O CEILING % INSIDE MOUNT SECTION F WALL BUILD �94 S D SCALE. 3". V- 0" � I SCALE, 3"= 1'- 0" L� SCALE. 3". 1'- 011 ir SE DESIGN GLASS PM FOR YW w6= U 1A Q LgWIL x W to Q=O: z~F ZF Z � JN 1/4" MAX. TO BUSHIN i 1 T' INTO CENTER OF STUDS EMS. "T' 11--#14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD & TUBE CONNECTION STUCCO FINIS 1" x 4" x .125" 6062- ALUM. TUBE FS DETAIL TO BE USED WHEN STUD SPACING ED THE MAX. ALLOWABLE ANCHOR SPACING. G WALL MOUNT SECTION I THIS DETAIL MAY SCALE 3"= 7- 0'• ALSO BE USED AT TOP -GLASS OR DOE Qq kU6 OPASS THRU'DETAIL SCALE, 3"= 1'- 0" 6- EXISTING a STRUCTU d N n 9 1/4"0 ALL SET ANCHORS 0 WITH 7/8" MIN. z EMBEDMENTIN 0 CONCRETE OR w BLOCK, 3" MIN = Q1 w SPACING AND 3" MIN EDGE X DISTANCE. - E 3" MIN. ED. DIST. )M PIN GUIDE IASHER (TYP.) GLASS OR DOOR - 3" MIN. ED. DIST. �- EXISTING - STRUCTURE T. LEG`DIRECTION i 1/4-2MACHINE (2) 6063-T6'AL6MINUM BOLT W/NUT ANGLES PER BEAM END, J i . @ 12" O.0 OR SIZE PER SPAN'.TUSE 1 SCHEDULE #14 x 3/4" I' ! SMS 6" D.C. ' 1 SPAN TUBE 1 ), p PER DESIGN ACCESS HOLE , I SCHEDULE I � J o. �F 5 6 1 16 9GN SOMYM FOR FOR: SEPARA70 TO GLAS4 , ,1/4"0 THRU BOLT SEE BEAM SCHEDULE FOR �tEOUIRED�' N��MBE[ ±\ (576) m , DBEAM SI SCALE 3 ~ c 13 = u1 U) 0 X z a IL Y a ( 1/4" MAX. FROM PIN GUIDE TO, BUSHING WASHER (TYP.I 1/4" TILE (TYP.) FINISH MATERIAL 3/4" PLYWOOD, A325 GRADE THRU BOLT @ 7" O.C. OR 5/16"0 A325 GRADE THRU BOLT @ 12. O.C. GALV. OR S.S. 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" O.C. W/1-1/4" MIN. EMS. OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8i MIN. EMS. IN WOOD SG=0.42. TO 0.55. I L2" x 5" x 1/8" CONT. ALUM. ANGLE (6063-T6) i (MAX. DESIGN LOAD a 72 P.S.F.) i oW . 0xM UWO QZ- Na, ulm 3 w F¢- SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBEROFMINILENGTH NUMBER OF LE 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 2"x5'x 61" 123.B" 135.2" 2. 2 2 3 4" 7" 0.126' 96" 101.7" 106.9" 2 2 3 3 7" 7" 123" 69.9" 94.4" 2 2 3 3 7" 7" 2'x8'X 6V 129.1" 157.0" 2 2 2 3 4" T' 0.125' 96" 1 114.8" 124.1" 2 2 3' 3 7" 7" 123" 1 1028" 109.6" 1 2 2 4 4 10" 10, 60' 1 138.0" 106.9" 2 2 3 3 T' 7" n8'ri I 0.125' 96" 1227' 155.7" 2 2 3 4 7" 10" 123" 115.4' 137.5" 2 1 3 4 5 10" 13' 2'x10k' 60' 168.1 240.0" 2 2 3 4 T. 10" 0.1875' ." 140.8" 229.9" 2 3 4 e' 10" 18" 123" 1322" 203.1" 3 4 6 7 13" 19" J1. 1/4" MAX. FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: TO BUSMI G ASHER TYP. 1. S x xl 4 R x 'x "ANGLES FOR 2"x5" & 2"x6" BEAMS. 2. USE 2"xS"xl/4" ANGLES FOR 2"x8" 8, 2"x10" BEAMS. r 3. USE BEAM SCHEDULE FOR DETAIL I. :':�]�SIA' TUBE PER DESIGN 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN SCHEDULE j COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH 6063-T6 ALUMINUM W/ NUT @ 12" O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN IGLES PER BEAM END, OR #14 x 3/4" SMS @ TUBES SHALL HAVE TOP BEAM LIMITATIONS INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN EE PER SPAN TUBE HEDULE 6" O.C. THE SUM OF THE SPANS OVE AND BELOW THE BEAM. T. LEG DIRECTION ACCESS HOLE 6. 7, LAP BEAMS ARE NOT ALLOWED.AS ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. MAX. DESIGN LOAD ,N SECTION EXISTING WOOD TRUSS OR RAFTER' 1/2 @ 24" MAX. O.C-- , , EXISTING FINISH MATERIAL I" x 4" x 1/8" 6063-T6' ALUM. TUBE W/ THREE` 1/4"0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED / PENETR. "T, IN WOOD @ EACH RAFTER!OF TRUS 24" O.C. MAX. WHERE I� TUBE EXTE14DS BEYOND ( /' LAST TRUSS MORE THA -' 6", EXTEND TUBE TO b ,� NEXT TRUSS. (MAX. DESIGN LOAD w XL 15"x w5 6-T6 m ALUM. ANGLE W/ THREE iw"N Z), 1/4"0 WOOD LAG H w 0 SCREWS. WITH 2-3/4" MINIMUM THREADED l~.7 O V) J PENETR. "T" IN WOOD @ X w Itz Q EACH RAFTER OF TRUSS, 0 a 24" O.C. MAX. WHERE In ANGLE EXTENDS BEYOND ¢ LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. OTRUSS MOUNT SECTION SCALE. 3"= V- 0" w m E w L:J 'D N o ,r z �a A Wf1 SS w..ma O LLNLL$aw ° =goo Ell•�v��j �(%����jj w W u _u ° F&9W 0Q W ­6o,0m?.,z a� 4,3 -ONLU 6m U'a W Rau 3a90 O W F w � W �O I -AI 20-26156 - scALE: PAGE DESCRIPTION: I 412101 QEO N InD NnOiAATDon103o�� x IZ� ZZOOn.-1W� O-IZZCn IOA Ij om Q I I< ,'OcODO1DM� morzxz 00 ?0 cai"j0c0��; 33 Xm-I.Oc� 20 mzpDmp3. OZ -nd �ZC7nCp�DN 6W m Z • -IZ ozEXm�` p x i LI 0 mm mfApccn - 3 m(n'uc O m \ 736 Iw ID"' o M V3 VnD Mg,rizv . ..-.� _ 0 Z nODv mO� f i0 O mTno,O< '1 Am< zo N m2D ?C 2 y rn OZ -ylDA.. 7I� y3Z -iczi N p3m O A �3z - --- --_ - o - --- I 11 1 '� 0 am rm m cn WEn n' j Irf-n r O rn j ZZ3 V £ X r W iM zmom /• O I7 I UTTER SPAN SCHEDULE, TABLE I OR 3, (TYP.)_ r _ fn<=m it T 2'0( . D7m0 my c D_-"lJ m<c��71Zm �rz^ -9DO^m ofyL.C-I_ M010:4�CO�lcz :KM M! vld•/G i DX Inm 01 m O'�"Z'I Ai AN O1Zmx D ,n, DZ fCi C♦ >�c;--~-I Dm< r'R CL1 n r OO D Zmmn 30 yrj N m G1 .m C'. r- .. -I D 3 4 e'-o" s B&S pot 6 10'-0' c 67.4 paf '" '•' -I C-n X N iALLOW. t SPAN AD COMBINATIONS v z A 3 DD �c I j '0 BEYOND THOSE FIX1ND IN THIS a, w �(n- 4m O 7: REFER W DETAIL PI 3 z ro '�• Mo r i r O. �M 3- Z C I I ' I Towrt r�',Eount�y Ei�PRE88�r: INDUSTRIES Wholesale Aluminum and Bu o''ug Products CORPORATE OFFICE: 12th AVE, SUI 160 SW SUITE 106 DEERFIELD € J .roudn,acamvmm BEACH, FL 33442 (954) 354-06601 (866)396.9999 Z'Va iNf 400 WEST MCNAS ROAD TEAM49ENGINEERINGEXPRESS.COM ""•-•�""• Ny _ FT. LAUDERDALE, FL 33309 FL13757.1 ENGINEERINGEXPRESS.COM dl \rV1\{rRG � G ri O = ANCHOR ' (F � ' 2.5" MIN EDGE DISTANCE I moans Uo To 610" CONN TYPE ` Cl C2 C3 1 CA CS C6 Spans Up To 8'-B" CONN TYPE 'Cl I C2C3 C4 CS C6 Spans UoTo 13'-0" �i CONN TYPE Cl I C2 C3 I `C4 'C5 I C6' 1/4• ITW TAPCON OR EWAL ULTRACON WIIH 1- 4• EMBED (3192ps1 CONC) 16.0" 16.0" 16.0" 16.0" 6.0" 16.0" 16.0" 16.0" 30.5" 10.0' 6. ' 13 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 62 16.0" 16.0" 12.5" 12.0" 16.0" 14.5" 16.0" 16.0" 8.0" 7.0" .0" 1110" 10.0" 5.01, 4:0" 6.0" 7.0'{ 72 16.0" 16.0" 10.0" 9.S" 16.0" 12.5" 15.5' 16.0" 6.5" 6.0" 9,5" 9.0" 9.0" 8.0" 4.0" S.0" 6.0:' 110 14.5" 14.5" 6.0" 5.5" 8.5" 8.5" 9.07 7.5" 4.0" 4.5'! 6.0" 7.5" 6.0" 5.0" 200 7.5" 6.0" 16.0" wZ114 16.0" V00y, 16.0" S.0" 16.0" 7.5" 16.0" 6.0" 16.0" 11.01, 10.5" 16.0" 5.0" 14.0" 7.5" 14.5" 6.0" 14;5" 6.5" 6.0" 9.0" 5.0" 9.5" LENIUM MILLFAST WITH 1-3/4" EMBED (3275ps1 MIN CONCRETE) 48 16.0" 16.0" 62 16.0" 16.0" 13.0" 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 12.0" 11.0" 10.0" 9.0" 5.0" 4:0" 5.5" 7.5'.' 72 16.0" 1L 10,5" 9.5" 1L 13.5" 14.5" 14.5' 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" 4.5" 6.5" 110 13.0" 13.0" 6.0" 5.5" 8.0" 9.0" 8.01 7.0" 4.0" A.5" 6.0" 6.5" 5.5" 5.5" 200 6.5 5.5 5.5" 6.5" 5.5" 5.5" 6.5" 5.5': 5.5" 1/4° DEWALT CRETEFLEX SS4 W/ 2- EMBED (3350ps1 MIN CONC) I 48, 16.0" ILL 16.0" ILL ILL 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" .8:5" 12.5" 14.0" 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.0" 10.5" 16.0" 16.0" 14.5" 13.5" 7.0" 6:51' 18.011 11.0" 72 16.0" 16.0" 15.5" 14.5" 16.0" 16.0" 16.0" 16.0" 10.0" 8.5" 12.5" 14.0" 12.0" 10.5" 6.0" 5:0" 6.5" 9.5" 110 200 16.0" 10.0" 16.0" 8.0" 190. 5.0" 8.0" 1 4.0" 11.5" 5.0" 13.0" 8.0" 12.0" 10.0" 10.0" 8.0" 6.0" 5.0" S.0" 4.0" 6.0" 5.0" 9.0" 8.0" 10.011, 50.0" 8.0" 8.0" 5.0., 4.0" 5.0" S.0" 8.0" 1/4" ITW TAPCON OR DEWAL ULTRACON WITH 1-3/4° 48 _ 1" MIN EDGE DISTANCE t Cl 16.0" C2 16.0" I q 7.5" C4 7.5" I CS . 16.0" C6 7.5" I Cl 16.0" Q 16.0" C3 5.0" CA C5 4.5" 16.0" C6 S.5" Cl 15.Or" Q C3 C4 CS C6' 1S.5" z PJ EMBED g2pM MIN BED (3192ps1 MIN CONC) NC) 0 � 62 16.0" 16.0" 5.5" 5.5" 16.0" 6.0" 16.0" 16.0" 12.5" 4.0" 10.51, 9.5" 9.5" 6.0" 72 16.0" I6.0" 4.5" 4.5" 16.0" 5.0" 15.0" 15.5" 9,5" 9.0" 7.5" 4.5" 110 14,0" 14.0" as, 8.5" 7.S' 4.5" 7.5" 16.0" 9.5" 7.0" 11.5" 6.0" 11.5" 4.5" 4.0" 7.0" 200 7.0" 16.D" 6.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 36.0" B.D" 1/4, MILLENIUM MILLFAST WITH 1-3/4° EMBED (3275psI MIN CONCRETE) 48 62 16.0" 16.0" 9.0" 8.5" 16.0" 10.5" 14.0" 15.0" S.5" 5.0" 9.5" 4.0" 7.0" 7.5" 6.5" 8.0" 6.5" 7.5" 5.5". 4.5" 72 16.0" 16.0" 7.5" 7.0" 16.0" 9.5" 11.5" 11.5" 4.5" 110 10.5" 4.5" 4.0" 200 5.5" 4.5" 5.5" 4.5" 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8- EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) • 1'-1/4" MIN EDGE DISTANCE Cl C2 C3 CR CS C6 Cl C2 C3 CA C5 Cb Cl Q p CA C5 C6 48 16 16.0" 9.51, 9.5' 16.0" 10.0.' 16.0', 16.0" 6.0" 5.5" 16.0" 7.0" 10.5" 11.0" 3.5" 3.5" 6.5" 4.5" 62 16.0" 16.0" 7.0" 6.5" 16.0" 8.0" 13.5" 14.5' 4.5" 4.0" 9.0" 5.5" 7.5" 1.0" 4.D" 3.5" 72 16.0" 16.0" 5.5" 5.5" 16.0" 7.0' 10.S" 11.0" 3.S" 3.5" 6.S" 4.5" 6.0" 5.5" 3.0". 3.0" 110 10.0" 10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 200 5.0" 4.0" 5.0" 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8' EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) ,� 3" MIN EDGE DISTANCE. ClC2 q C4 CS C6 C1 Q . q p CS C6 C1 Q p CA. CS C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 13.0" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 62 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.0" 15.0 13.5" 12.5" S1.S" 6.0" 5.5" 7.0". 9.0" 72 110 16.0 16.0" 16,0" 13.0" 8.0" 12.0" 7.0" 16.0" 10.0" 16.0" 11.0" 16.0" 10.5" 16.0" 9.0" 8.5" 5.0" 7.5" 4.5" 11.0" 5.5" 12.0" 8.0" 50.5" 8.5" 9.0" 7.0" 5.0" 4.0" 4.5" 3.5" 5.5" 4.5" 8.0" 6.5" 200 8.5" 7.0" 1 4.0" 1 3.5" 4.5" 1 6.S" 1 8.5" 1 7.0" 14.0" 13.5" 4.5" 6.5" 8.5" 1 7.0" 14.0" 3.5" 4.5" 6.5" 1/4" DEWALTSS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psI MIN CONC) 2-5/8" MIN EDGE DISTANCE Cl Q C3 I C4 I C3 1 C6 1 Cl I Q 177772 ( C5 I CS IQ p CA CS C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10,0" 9.S" 16.0" 13.0" 12.0" 12.5'. 6.0" 5.5" 7.5" 9:0" 62 16.0- 16.0" 12.0" 11.0" 16.0" 14.5" 15.0" 16.0" 7.5" .6.5" 10.0" 10.5" 8.5" 8.0" 7,0" 72 16.0" 16.0" 9.5" 9.0" 16.0" 12.S" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0". 6.0" 5.5" S.0" 6.5" 8.5" 6.0" S.0" 200 5.5' 5.0" ss, 5.0'. 5.5..' 1/4' DEWALTSS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000ps1 MIN ODNC) c� 3-1/2" MIN EDGE DISTANCE Cl I Q C3 I C4 I CS .1 C6 I Cl I Q I q I rA I CS I C6 1 Cl 1 Q Ip C4 C5 C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 50.0" 16.0" 14.0" 13.0" 13.0" 6.5" 5.5" 8.0" 62 56.0" 36.0" 13.0"11.0" 9.0" 8.0" 5.0" 7.5" 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5" 13.0" 13.0" 200 6.0" 5.0" 5.5" 1 6.0" 1 2" 5.0" MIN EDGE DISTANCE #12 SMS W/ 2' EYEWALL ARMOR INSERT W/ 2" EMBED (2000ps1 MIN CONC) Cl FC2 7c-3 C4 C5 --C6 I Cl I Q C3 I C4 I C5 C6 Cl I C2 I C3 C4 C5 C6 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.S" 16.0" 16.0" 8.0" 7,5" 16.0" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" 62 16.0" 16.0" 9.5" 9.0" 16.0" 10.5" 16.0" 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" '9.5" 3.5" 3.5" 5.5" 5.0" 72 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" 110 4.5" 4.0" 8.0" 6.0" 8.5"7.0" 1 3.5" 3.5" 7.0" 5.5"3.5" 6.0"14.0" 3.5" 7.0" 16.0" 5.5" 16.0" 7.0" 6.S!' 3.5" 11.5" 3.5" 9.5" #12 SMS W/ 2.75' EYEWALL ARMOR INSERT W/ 2.5° (2000ps1 MI CONC) 48 " 16.0" 16.0" 16,0" 16.0" 16.0" 16.0" 62 W13.5"" " 13.5" 13.0" 16.0" 15.5" 16.0" 160"6,0" 104.5"4.5"200 11.0" 13.5" 12.0" S.5" 4.5" 7.5" 7.5EMBED 72 110 " " 11.0" 6.5" 10.5" 6.0" 16,0" 10,9.9.5"5.5"3.0!' 13.5" 16,0" 16.0"1.5"9.5"11.0" 9.5" 4.5" 4.0" 6.0" 4.5" 6.0" 5.0" 200 " 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" .5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 1 FRANK BENNARDD, PE 2 x $ TYP.) TOP FLANGE 2 x S @) OUTSIDE ANCHOR (SEE SPACING PE*0046549 CA#9885 ""er °'•.. SECTION XCD I O ✓ j O O O 1 xTS (YPis S INSIDE 3 OR (Z4 HEADER / SILL BO. FLAN TiE AANCHOR (SEE SPACINGp y� !'� O SECTION X) SIDE CLOSEST TO, OPENING ar „� m ; uo � oLL $ w N > ° N o � NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. = s SPACING DIAGRAM FOR Cl CONNECTION TYPE: g¢ W eE - Cl CONNECTION TYPE,USING PIECE m OR Q Or to ��-z 7 / BQQ COMBINATION 2 x 5 (TYP. 11 /j COMBINATION U •"� W ilggz 3 0. I z ul ow w 9 / 00 COMBINATION � p O I x S (TYP.) 2 x S (TYP.) ri m NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. u SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: W C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ANCHORS ONLY • C4 CONNECTION TYPE USING �•$ o ® PIECE ® OR WITH OUTSIDE ANCHORS ONLY ANCHOR NOTES: E o3 a 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING u ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE f a coo O LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE'(Pg 1). F ` E W w 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR '? 3 j o EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER a o Jc THAN OR EQUAL TO SHUTTER SPAN. 3. SEEMOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. � d 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. _ S. ALL •CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE u, a a t a o x ' sx ONLY. 6. THEiCONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED ? o e IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, EMBEDMENT TH{ES SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER If FI I U ii C'i'�U LL 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING x z'o: uy� TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, q 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4° (MIN.) WOOD STUD. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL` s a 58 HAVE PHILLIPS PAN HEAD OR HEX HEAD. a 5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER COPYRIO MGNEERNGENPRE66 HEAD (SIDEWALK BOLT), U.O.N. 20-26156 scALE• DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ® DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Pace oescuPrloN: NUT OR WASHER WINGNUT. 30. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. "94' 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK. 12. ALL �MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. O mm� R SCHEDULE: HOLLOW CONCRETE BLOCK'(CONT.) 1.1Spans Up To 6k'!-:Ou Spans Up To 81-811 CSI Spa j�kT-0" w C3 C4 1 CS i r i EMBED MR/no ANCHOR SCHEDULE: WOOD (G=0 55) Ci G oc o xrn ANCHOR LOAD (Psf) 3/4" MIN EDGE DISTANCE $Darts Up To 6'-0" CONN TYPE I CS C2 C3 C4 CS _Spans UD To 8'-8" CONN TYPE CS C2 C3 C4 CS _Spans Uo To 13'-0" CONN TYPE Cl I C2 C3 C4 I CS 1 4" LAG SC REW CREW WITH 1-3 /4 MIN THREAD PENETRATION 4 8 16.0" 16.0" 11.5" 11.5" 16.0" 16.0" 16.0" 7.5" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" 62 16.0" 16.0" 8.S' 8.5" 16.0" 16.0" 16.0" 5.5" 5.5" 16:0" 16.0" 15.5" 3.5" 3.5" 9.5" 72 110 200 16.0" 16.0" 11.5" 16.0" 16.0" 7.0" 4.5" 7.0" 4.0" 16.0" 13.5" 6.0" 16.0" 14.0" 11.5" 16.0" 12.0" 9 ' .5' 4.5" 3.0" 2.5" 4.5" 2.5" 2.0" 15.0" 7.5" 6.0" 14.0" 11.5" 11.5" 12.5" 9.5" 9,51' 3.0" 2.5" 2.5" 3.0" 2.0" 2.0" 7.5" 6.0" 6.0" u� c �j o 3 7/16° WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW .� 48 16.0" 16.0" 9.5" 9.5" 16.0" 13.0" 13.D" 5.5" 5.0" 13.0" 62 14.5" 14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" 1.0 " 5.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" 110 1 7.0" 7 0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" 200 3.5" 3.0" 13.0" f3.n" tr_m' 3.5" ten^ 3.0" tc m• a c• a n. ,� a•..� "• .� ".. ".... _ _.. ._ _.. S145MS, aR14 WOOD SCREW 48 16.0" 16.0" (9 ID N 0 o wWu soic �¢wewu � o,Cm�wz � a KryOS�� +FF+l7yy'� O 3LL�OW NW O W O lz ut n M u' to w � cc o� m J zT� z Lau a a a' �3 O a � yarv�o i�{^]O5� COPyr"ff BiGPlEB= EXPRESS 120-26156 . SCALE: PAGE DESCRIPTION, of f O.032" 10.125" � I1 0.032"-{� L _ 'I 0.196"� �i ��♦ 45° 1 I I I 1 . 02.875. ` -4 I-O.388" 03.250" �LIGHT- -VIEW WINDOW A N.T.S. SABIC PLASTICS SLX1431T-UL-94HB //////''''''''''''RECTANGULAR / WINDOW ASSEMBLY ��EDG(E OF ACCORDION SHUTTER BLADES . T— z f00 Q 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) 3.5" MIN. I 111 r IRECTANGULAR WINDOW TYPICAL r----1 ASSEMBLY (1) BLADE W/ RECT.-WINDOW S3 N.T.S. EXTERIOR ELEV ROUND WINDOW I ASSEMBLY 7 EDGE bFiACCORDION SHUTTER BLADES �i f k 1 12" MIN FROM EDGE OF SHUTTEI I TOP OR BOTTOM EDGE OF ACCORDION SHUTTER BLADES 3.5" MIN TYPICAL J 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE 2 LIGHT-N-VIEW WINDOW ( S3 N.T.S. EXTERIOR ELEV I 12" MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADES 0 0 0 0 r 0 3.5" MINL1.500" x 6.000" OLE (RECEIVE RECTANGULWINDOW ASSEMBLMAXIMUM OF 3 WINDOPER EVERY OTHER BLAD., 3 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR:ELEV B" (INT.) RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 0.075" MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161". ATTACH H TO BLADE WITH (6) #4 SS SCREWS OR BOLTS WITH NUTS. RECTANGULAR WINDOW i ] 3 N.T.S. EXTERIOR ELEV � t ACCORDION SHUTTER SYSTEM I 69" MAX SLAT iC, i SPAN (2) ANCHORS= O PER SIDE, SEE DETAIL 3/14 NOMINAL WIDTH PER SCHEDULE 1 TYPICAL ELEVATION (OPTION 1) 3 14• 'N.T.S. EXTERIOR ELEV 14 I ACCORDION SHUTTER SYSTEMI �r 69" MAX SLAT C SPAN O I ;ALTERNATE MOUNTING OPTION DESIGN SCHEDULES . I C ! O d OPTION 1 1 2x3x0.25 ANGLE 6063-T6 I OPTION 2 2 2x3x0.125 ANGLES 6063-T6 NNOIIMUTM ALLOWABLE DESIGN PRESSURE I NOMINA WIDTH I ALLOWABLE DESIGN PRESSURE POSITIVE + NEGATIVE - POSITIVE + NEGATIVE - 42" 151 psf 200 psf 1 42• 80 psf 173 psf q6• 131 psf 200 psf 145• 69 psf 151 psf 4B• 116 psf 177 psf i 46"- 61 psf 132 psf 519 102 psf 147 psf 151• 54 psf 117 psf 54" 1 91 Psf 124 psf 64• 48 psf 105 psf 67" i 82 psf 106 psf I Ur 43 psf 94 psf 60° 1 74 psf 91 psf 60• 39 psf 85 psf 63, 67 psf 78 psf '63- 35 psf 77 psf 66' 61 Psf 68 psf 66" 32 psf 70 psf . 69" 56 psf 60 psf 69" 30 psf 63 psf 72" 51 psf 52 psf ,1" 27 psf 56 psf 76" 46 psf 46 psf , 76' 25 psf 49 psf 76° 81• 41 psf 37 psf 41 psf 37 psf ; 76• ; 61• 23 psf 21 psf 44 psf 39 psf ANCHORS--- . NCHORS II PER PER SIDE, SEE O DETAIL 4/14 /I NOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR ' NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. PER SCHEDULE - SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE PERMITTED IN DESIGN SCHEDULES. 2 TYPICAL ELEVATION (OPTION 21 14 N.T.S. EXTERIOR ELEV SHUTTER SYSTEM I I R SYSTEM ` 2"x3"x0.25" 6063-T6� I 2°x3'x0.125" 6063-T6� / CONTINUOUS ANGLE I CONTINUOUS ANGLE SUPPORTING SHUTTER TRACK ! SUPPORTING SHUTTER TRACK i N �" LAG SCREW WITH 2• g 1+" LAG SCREW WITH THREAD PENETRATION 1O THREAD PENETRATION 1O N AND EDGE DISTANCE AND" EDGE DISTANCE � TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD, CENTERED IN LEG OF CENTERED IN LEG OF 2"x3"xO.25" ANGLE 2"x3"xO.25• ANGLE G=0.42 MIN. WOOD G=0.42 MIN. WOOD •i HOST STRUCTURE HOST STRUCTURE ' j CEILING HEADER CEILING HEADER It ANCHOR NOTE: }° MILLENIUM MILLFAST SCREWS W/ i T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG 1/4-20 316 SS THRU-BOLT SPACED j 1/4-20 316 SS THRU-BOLT SCREWS CALLED OUT ON THIS SHEET UTILIZING THE 12" O.C. MAX OR #14 316 SMS OR S SAME CRITERIA. PACED 12. O.C. MAX OR #14 Y4" LAG SCREW WITH 2"/ SDS SPACED 6" O.C. MAX. FASTENER Y/4" LAG SCREW WITH 2" ,' 316 SMS OR'SDS SPACED 6" THREAD PENETRATION SHALL BE LOCATED 1" FROM ENDS. THREAD PENETRATION O.C. MAX. FASTENER SHALL BE AND 3/4" EDGE DISTANCE AND" EDGE DISTANCE LOCATED 1" FROM ENDS. TO G=0.42 MIN. WOOD,' TO.G-0.42 MIN. WOOD, CENTERED IN LEG OF/ / 2"x3"x0.125" 6063-T6 ALUMINUM 2"x3,"x0.125" 6063-T6 CENTERED IN LEG OF ANGLE, 2" LONG, ONE PER END 2"x3"x0.125" ANGLE ANGLE 2"x3"�0.�25 �ANG�E OF2"x3"x0.25"ANGLE. SUPPORTING SSHUTTER TRACK 3 TYPICAL END ATTACHMENT TYPICALIEND ATTACHMENT s • (OPTION 1) %41 (OPTION 2)' 14 N.T.S. VERT SECTION 14 N.T.S. VERT SECTION �N �f5i o a �a E W os F M $ W O r V U UNLL��h wWU�t�a o W $wZ o' uw O O•: W F IL aZo 3 W EA O LL �O E2.41 1 20-26156 I