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HomeMy WebLinkAboutEngineering * PsEgRoTo ENGINEERONG EXPRE:SS 0 PRODUCT EVALUATION REPORT ENOINKERING EXPRESS" EXPERT PRODUCT EVALUATION REFORM August 4,2017 Application Number: Fi-13767.1-R6 EX Project Number 15-2338 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 Evaluadon: 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 IK 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. SubstandaUng Data: PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 filled"6.8 Accordion Shutter,sheets 1-13,prepared by Engineering Express, signed&sealed by Frank L Bennardo,P.E.is an integral pad of this Evaluation Report 0 TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test reports)x{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.KA PE)by Constructio T\0sIihY?xRoration(CTC). o STRUCTURAL ENGINEERING CALCULATIONS I Valid for OYEP- Structural engineering calculations have been prepared whichgages I VhM 2 evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: A 07 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures nkU4MrKard9;* 3. Minimum Glass Separation 885 kT1q 160 SW 12TH AVENUE SUITE 106, DEEPFIELD Ewdim; 4A\ 3442 -j PHONE: (954) 354-0660 - FAX: (954) 354-t43 ENGINEERINGExPRESS.COM EXPPENGINESSGEERING August 4,2017 INK, Town&Country Industries—6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. 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). Inslalladon 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 products respective anchor schedule. Host structure conditions which are not accounted for in this products 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 ENGINEERINGExPRESS.COM VWR0�1U�MMN 5MnTM.M-�nFL*WJ MR"A=WA=G Coo,-ROJWMP�M Planning & Development Services Department RECEIVED Building & Regulations Division JUN 2 2 2018 Product Review Affidavit ST. Lucie County, Permitting Building Permit# Owners Name QortmA CA20'-,S-A-) Applicant: ArLt— tjioDow-s 4--IbsovLs- Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors T6,0 4 Hurricane Protection � � -'i s5-1 Roof Ventilation Roofing Material Revised 07/22/2014 1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: (Zo 6 0-SO 6- Signature: seal Design Prof- Cert.No. Date: 6 0 8 ACCORDION SHUNTER iRL(L BL3NRAPDO,P.E �`11111 N NNi S FOR USE WITHIN AND OUTSIDE THE HVHZ Q?�• s TABLE 1 TABLE 2 TABLE 4 _ NO PE00465 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE _ * n FOR USE WITHI THE HVIRFOR USE WITHIN THE ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY_ x LMQ HVHZ MINORUM SEPARATION SCHEDULE MINIMUM SEPAMTION �'1TEOF .`1w el $�E POSITIVE POSIfN �� EWIND HVHZ FROM GLASS NON-HVHZ FROFROMGLASS / ORIDA••.• r t�j�l pj WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE DESIWINGN WITH O WIND LOAD DE3N?! SHIRTIER INSTALLATIONS INSTALLATIONS POSI�� DESIGN SHUTTER INSTALLATIONS WSTAU.ATIONS ���/1/ N UNOLATE se ALL PRESSURE SPAN B3aABOVE >3aABDYE RECEIVED OES NEGATIVE WIND PRESSURE SPAN B30'ASOVE >30'ABOVE /N7 AL E LOAD(PSE) Q OR 31 6 Q MOUNTING (PSF) GRADE GRADE WINLOAD ALL (PSF) GRADE GRADE L 111 I t t 11 1 ■Iwo U OR ss 6 yt CONDITIONS- (IN-) (I'L) MOUNTING (W.) (ON.) L14 Fla 4 O O 293 156' 5.r as' JUN 2 2 2018 (g IXINOmoNS- 60' , a1• 1.1• 239 156' 156• 166• 60• air 1.1' SOA 156' 25A 1S4• 156• 156• ST.Lucie County,pe 30.0 t4r 158• 158' 30 B9' 30• 1.S 155• 12D• 31• 19' ;�!!y!! r4 35D 14r 150' 75r 120' 3D• 19• a" 146' 156• 5B• 3r N W t s W 6 40.0 13r 145• 158• 156• 5.r 3S SSA - 113' 60' 31' 1.1' OIn m` Com. 4SD 133• 1N• 156' �• �• 1.1' 70.0 13r or 50.0 129• 13r 156' U. 1.8' 76D 133' 40 108• 311 19' 55.0 126' 134• 15r 40 106' 301 1.8• 60.0 173• 120• 3.1' 2T 60.0 124' 131• 146' 12D• 30• 2T 17r 132• 59' 2r .+ 65.0 1218 128• 143• 132' 6.r 2s• 121• Isr 69• 4.3• H d 70.0 116• 125' 13r 14r 3r 3S D 116• s0• 31- 1.11 75.0 itr 124• 133• 60• 3' 1.1' ILE 100.0 11r or 31• 1.r BOA ttr 12T 178• or 30• i.T 105.0 11T 50 108' 31' 20• w 85.0 113• 120• 12r 50 for 3A' 2.0• 110.0 110' 1ifl• 31• 2r 120' 3a' 2r 115.0 10r 132• ar 31' BOA 117 116• 121' JE 110• 11r 118• 13r 6.T 3r 12D.0 10r 1w 63' 5z BO• 30' 1r 12s.0 103• 1.0• 3100.0 109' 115' 11r 105.0 for 11r 1180 �• 30' 18' 130.0 101• 9r 31' 1S110.0 106' 110' 110` ' �• �• 135.0 99• 80 108• 2•115.0 106' 107• tar 131' &7* 3r 140.0 or 12VT60• 30' 1T 145.0 or 148• 5.8• 5A• 1� tOl• for ;� .ro BP 30• ts' 150.0 6B•130.0 101• 093A2D• 155.0 88' 84• 1 31• 1S 135.0 - Br 12S' 6.T 3s• tso.0 83' 70 9s• 31' Is`140.0 fir fir 30• 1T 155.0 61• 121• 31• 3D'145.0Br 84' 30' 01.0 78• 137- 6.B'150.0 - 69• 89• 3D' 23' 175.0 7r W 31• 12 155D 118• w 3S• 180.0 74• w 31 1.8•' g 86• . 160.0 I13 sw 3A• 1.7 185.0 72'180-0 70' W r 1 3T 3.6' 165.0 - fir 84• 30' 19' 170.0 7r 110 w 30, 185.0 68• 121' 6.0' 3r . 175.0 78• 110' 3.3• ar I 60• 3.1• 1T 1s" - 74• s0• 30• 13• •+FOR BUILDOUT MOUNT MAXIMUM 110 B4• 31• IX � 185.0 - Tr 12D 84• 30' 19' 31' 2S 3 190.0 - 70• 10r 31• 31• SPANS AND PRESSURES,SEE - TABLE C ON SHEET 6/13 T1196,; 33• 33• 19.5.0 69• 60• 5 2000 _ 66. •+FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 120 se 31• 19• $ �� �g TABLE C)N SHEET 6/13 S9• 31• zr t R 106• 31• 1 30• SE TABLE 1 AND 2 NOTES:FLORIDA. TABLE 3 AND 4 NOTES: COUNTY FLORIDC[fiI} 1. NOUN: AS MIAMI-DADE COUNTY AND BROWARD 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN pe�l MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. fl 2. DESIGN PRESSURES SHOWN M•ACCORDION DESIGN 2-J/ �p SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN U Z DESIGN PRESSURES SHOWN IN•ACCORDION SHUTTER SPAN y! PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN 11.tY y 3. THE 6.6 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. I t,p OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF p}WLMHRRLE AW E THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. BEAM WITH THE BACK OF VE ALLOWABLEDFACING OUTWARD.FOR 15-2338 p THIS CONDITION POSITIVE ALLOWABLE OC3IGN PRESSURES 4. THE 6.0 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND N1eYm - AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSE).FOR EXAMPLE:IT pMW OBC\VImMf HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM E6 PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. ' Ot 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT ac PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. USED. \`\\\ , FlUR �NAM P.E r IICEN,pF *.: No PE0046549'. 7 e O,n'•, STATED .moi N x F F(O RtD GENERAL NOTES: '/' /OVAL 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT ZQ p>u': CODE SIXTH EDITION 2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE I ATlOFAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE (IRC)'.'THIS SYSTEM MEETS MISSILE LEVEL'D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN !W� ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. io.SECTION W 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE : 8 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE IM 3 T REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA OP TRACK m x=a BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE ow u CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E188i/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM ED PRESSURES DIMDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ro ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL �+ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. z J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a Po VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. v¢ $$ 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ~ W DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w m 5 IINDl OADSCALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 Li❑ 29 S B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSITE pv arc 9: ES THE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ,n J =m' ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X a m PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERr 9 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. ~ = u1 i5 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w G A CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR3 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM A4 . o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. g ET 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING _b OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND 'a 6 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH.DETAIL AND JUSTIFY THE BOTTOM TRACK Q DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFTING HIS/HER APPROVAL 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS tilli!FLORIDA RODUCF APPROVAL NUMBER a 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION 12226 K.S.L14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATI0N 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. N.T.S.15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE16. 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 aarwRNmwcl eetr,00►a ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 p REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE S� 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 �3 7777171111111// jjpOW NARDO,P.E 2 874" PROJECTION VARIES 3.610' 1.994" ���`��1"• �� 4.874' MAX. . 2.782" ' 1.907' 1.825" 068" 1.825" .997" 1.825" . 1.706' �y�'_•'•lIC •, y 143" 143" :• NO _ In 100" 1.708" ,1100" N .100" 7.708" .068"��Iy 143' v I' II o 1708 ,100' 1' 0�6$gy 1• IV #- 96"N ^ 100"' a 143, II 195" r 143' m .099' 195' 195" =.1,$' - .195" I 95" 143'm Z.Lo 'o d2O6 .. ti i�•'. �TATE.062' .095" .062' to n1� . % p�0.n 630' 200" .6 2 .630' 200 .069' �.062" 62" .200" 062" 30" 62" 0' r ir 1510' .062" ,588' 630' LStd*711 717069 m 608 630 1.250" 971" .971" 09 1 8.. 095' t ,•81.069' 2.822" 2.728' o�m t. 0" 7.250" 1.200" .095" 971'• .030' �o 3.610" rn U 5.745"M X. 5.745"MAX. W p�NA tl W^ 3 LITE 2-LEG WALL 3 Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL O LITE HEADER/SILL L4 Lu SCALE'HALF SI Z SCALE HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE too WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 2.655" n 2.795 1.825' ,875' 2.195' 1.230' -I g5'1 .510' 0 588 c 2.655' 2.365' W1� .600 n , 0(;0 I `-� I .510' .460' •085' _ m L _ _ L. in M I I 01 p400" ti90' NNp1 r°�i S In895'•° •Oo ^ ^ Oi a .621' � ni v7LIDS' in I IIn.831' .105' Ai TYP a060'toy" t 230" 1.069' ^ E 621' ^ 875" TYP 3.635" _-_� I .781' � E 3 2300" 250 4.570" 2.195' * 4.510' �, 2.195' 04.510' a g m g O7 SILL Og SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL12 MID SILL ADAPTOR SCALE HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF 512E SCALE:HALF SIZE d 1.994' 4.603" .143' 143' 30.225" 314" 1.708' i7 4..140" o 258" 297" 06 .041SOR 325" a ' .030R .054" .0 2" m 3.963' n f I.57D• .510• u 1.625" .069" o N 1[ o Ni 3.410' � i. .341' 1.721' .133' 0.080' 13 TYP. 6.8 SLAT LADE 17 6.8 STARTER 682' 630 096, 0.080 1.117' IIII SCALE HALF SIZE SCALE.HALF SIZE T ^ N �� m .130' .0 2' N 2.822' 0.115 ,nD ni .621' m 4.510' 16 RADIUS CEILING HEADER/SIL N 0.096' I 7Sb WALL SILL R i 4 102.• _ .310' 1 N SCALE HALF SIZE .IBO' .080' SCALE.HALF SIZE 3 227" 630' ,080'cu m 0.080' �YIooD11NY1LIIt10WDOPE os4 15-2338 .420' ►11Q o�Rows 14 CEILING HEADER/SILL 75 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE 18 WALL SILL CLIP �3 SCALE HALF'SIZE SCALE HALF SIZE 3750 \\\11111111//// ip(LNP.E 1.950" \\\�! L,• •i .rr•125' 2.018' iu SC24 REW THUMB - &3200 ESS STEEL 'r'-'r 2Bp.. '``�r'�,1GEN• '•.'9 ✓ 10' 10 z BLY m �; E m HOLENo PEOO46549NYLON050WHEELv^o ? m _�•• F C0 r4.062' ¢ 40" �Q�•.• STATE OF m ••,<ORLOP.• L 5' MAX. L TYP AT EVERY OTHER 750 / O RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 870 ////10NAL \\\ ''1 aN .g 19 ANGLE 20 SCALE:HALF SIZE ® AND ®ONLY CYLWOER-SOLID BRASS,NICKEL PLATED t//11IIIlILt\ ?� O> 22 ROLLER ASSEMBLY HOUSING-2WCDICAST,POWOERCOATEO SCALE:HALF SIZE21 SLIDE ROD SCALE:HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB QL e SCALE:HALF SIZE TURN OPERATED INSIDE. W is 'x.250' 23 BRASS PUSH LOCK $ W 6 ? NYLON WASHER SEAT E•HALF SIZE yrxW 4 OR ALUMINUM .357' 'PJS m W u (NYLON BUSHING �',y S' 4.000' .rte OPTIONAL) '276' �O• .500' PBUSHING 14 x 2-3/4"410 HT S S CREW W/ N.062' Im mC ULTRACOTE COATING INYP TOP&BOTTOM) 2'250'WASHER: .154' ♦ .137' N u 7/16"0 x 1/2"Lal INTERIOR JOINT TOP m ,224' Cp 7/16"0 x 1"(a1 INTERIOR JOINT BOTTOMt'a e EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' - ?�$g 24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE o� ^ RAINGUARD i 28 DECORATIVE FLOOR TRACK Z mmd 27 SCALE.HALF SIZE -07< SCALE HALF SIZE SCALE:HALF SIZE uj 1.978' 2.125' .623' 1.742' 1.6 .236' 1.710' .286' 1.224' .267' 2.702" 2.642" E F m 1.110' 2.465" 2.405" 443' E 3 1.084' .443 ^ .090• c n m 26� m 2.289" 2.216" c S r� ^ In .284 L- n t.2o0" Tg m o 26, mo o m 1.10D'• 1.100" m m 6 N 0' ` nm o a m 190" .250" 250" 125 m 1.068' .239' N m m n n In ri o Umi .496' In n m m n m 3.443' 1.758' cru a'• 3.476' .. 125" .125" N 1901-1.1125" 55 .160' •1.001' .062' N .222'k4 .Ofi2' .176' "'• N 2g 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER o 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF S1ZE SCALE-HALF SIZE SCALE•HALF SIZE SCALE HALF SIZEAll X1`.062' ©5t 7/16"0 STAINLESS g� S STEEL NUT �; NOTE ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE t--f.400- F: END STRIPS SHALL BE 01D TORX HEAD STYLE VARIES x OR PHILLIPS DRIVE SCREWS, 5 30 W„ �b HAND-TIGHTENED ONLY. 1 a A aa 3g THUMB SCREW C, SCALE FULL SIZE .250'.r,i, x m w TF �'l c I1/4-20x1 OR 5 16-18x1 W -y�� 0 4p Mi/4 dCHINE SCREW STAINLESS po m 5/16"O INTERNAL STEEL c �a �F m p�IffpifRgllLL�NiOD►E .188' THREAD o o.x m n TYP 37 T-SCREW INSERT o � = `• 15-2338 4.500' N ' .k-}.689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE 1.050' DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER off, .254• INDUSTRIAL SYSTEMS (OPTIONAL) L 7.000' �' 35 BOX LOCK SCALE HALF SIZE N r " END STRIP 1" 93 SCALE.HALF SIZE 3g 2X7 ANGLE 2" & 3" EXT SCALE HALF SIZE a, }y•125' SCALE- HALF SIZE d v 1`111)1 I I I 1 f/ FIUFII L BENNARDO,P.E. FASTENER @ 18"O.0 per• EXISTING GLASS ��71 (USE ANY ANCHOR SHOWN' EXISTING GLA EDGE �.•' y 1G. IN ANCHOR SCHEDULE) Dom• a= _ "L:• N E004654 _ s< EMBED SILL 7 (INTERIOR) ALT DIR CTION EMBED. 77 LL <LL off' OF ANGL LEG II II III IJ �O x,x (INTERIOR) 17 ATE OF N Qi M 0 062"THICK 6063-T6 '•..0RW.t- A71 UM.ANGLE V x 1"MIN. / ONP:L Gy LL EDGE.. 0 2"x S"MAX.(ANGLE LEG 3 4 29a 29H / 111111/1 W O DIST. 29 AY BE REVERSED) Z� vulQU. 38 ASTENER @ 78"0 C (USE ANY 13 13 13 13 ANCHOR SHOWN IN ANCHOR 21;2 g 13 3 9 29b LJ Ot ml IF 13 SCHEDULE,1"MIN EDGE DIST ANCEI TO & ® Z gN 29 #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR W 839102 { fi.80"(TYP.) } OR S S SMS,3/16"0 ALUM INTO CENTERMATES 1/3 ) 8 (EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE W clW THREADED HOLE LOCATED @ MACHINE BOLT&NUT SHALL BE 3/8" O W o1 1/3 SPAN TO 2/3 SPAN FROM @ 1B"0 C MAX WIDTH . TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1"HEIGHT. NO SCALE:3"=V-0" 5 8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>B-3",ONE @ 1/3 SPAN SCALE:3­=V-0" AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR .� OF BLADE,TYPICAL.FOR LOCKING CENTER MATES USE(1)BRASS PUSH LOCK SHOWN ON RANDOM OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 SCREW I 0 THREADED MAY BE SUBSTITUTED WHEN USE WITH DETAILS INSERT (37) AT 1/3 SPAN N g LL o TO 2/3 AN FROM CENTERMATE#29 AS SHOWN,RECEIVING SEE END STRIP SCHEDULE W HOLE FOR THUMB SCREW MAY BE 7/16" w v g BOTTOM OF SHUTTER FOR MAX-SPANWHEN G RECEIVING HOLE SHALL BE 30 13 iyi USING GOa,LOD OR GOc !�-2 3/8"MAX WIDTH.UP TO �s goCL S 1"HEIGHT, rn 30 END STRIP SCHEDULEO� In PSF SP \\\ � - - _ 1•BIO(2.77 ,LR' 40 USE APPROPRIATE 72 ,00• STARTER STRIP TO m f gp gp , PROVIDE CLOSURE FOR m 13 1 80• 40 BUILDING CONDITIONS. c O 32 E g 3 62 95• E 0 3 72 8g• FASTEN STARTER (INSIDE) ® 82 8r STRIP TO TRACK W/ am 3•13/0(4.T) 62 CORSCREWS AT AT CORNER g O Z ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) �� G 13 psW.oma 1.6•x3• 45 93• SCALE:3"=1'-0'• ANY TRACK `.��, g j 1 AN0LE 57 3• W/SCREW BOSSES. o oNo I BO 81• x� 8` o Wp SILL 70 76• W ' H I I 27t3• 4s 139' a 00 O Z A 1G52 128� EXISTING GLASS , 130 7 I 30 USE 11)BRASS PUSH LDCK INSIDE LOCK(1)BRASS 5/16U 8H 30 13 73 109• Jsa SCREW 116-18 THUMB ED (INSIDE) 12 ! I THUMB SCREW INTO, 2'x4' 45 , �� a _ INSERT(371 AT 1/3.SPAN SILL 8 St 3C I ILn�ul THREADED INSERT{'lI it o,n 5'P' 1 E AT 1/3 SPAN TO 2/ x0.125' �'•'�N TO 2/3 AN FROM 67 129 x� BOTTOM OF SHUTTER SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 67 1y6+ SHUTTER RECEIVING 121 x _ HOLE SHALL BE 3/8" 64 MAXHEIGWIDTH.UP TO 1"@-, 100.CSP ANS ORIDMS• �� 'MAN HE SHOWN SHOWN IN END STRIP5 30 s TYPICAL OUTSIDE CORNER CLOSURE - - --- SCHEDULE,END STRIPS REQUIRE CCS R I'x1`A90•CLIP MGIE WD SPM 13 DETAILS WO CORNER POST 3D rrrrrroDRwxLexwora NTS 13 USOIG ANY ANCHOR ox TME s�+o�EDULE&meioT� 31 215 13 3 (OUTSIDE) 15-2338 p SILL 6�� USE(i)BOX LOCK AT 1/3 B�O�NI SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F�ink LISCC2 DETAILS WO/CORNER POST a���oY� MULTIPLE SHUTTER ASSEMBLY NTS LL N�NLLNf SCALE-3"=1'-0" 2 FASTENERS ALUM. TUBE 11 Fp//CL BENNARDO,P.E. EACH ANGLE 6063–T6 ALLOY — \ `\` L111 TTII/ 18016549 C2 CONNECTION TYPE SEE TABLE A FOR SIZE. \ REFERENCE ANCHOR EXISTING IL / SCHEDULE FOR MAX STRUCTURE �•••UG 1"x 2"x 1/8" SPACING OR T'x 2"x 1/e" C1 CONNECTION TYPE v4-20 MAQ1FEo 0046 ALUM ANGLE o ` REFERENCE ANCHOR W/NUT(ol 2';0 j ATHREE 3/16"0- 13 I SPAC NG SCHEDULE FOR MAX 1/ #14 SM�6 OTTOMI* Ld ij _w N o UM (TYP T pp POP RIVETS 1/ ' o ' �i37 OR o' 17 ALTERNATE THRU BOLT 0 STATE OF X1117 BZ THREE#12 SMS, 3/16"0 ALUM POP C1 CONNECTION TYPE I- �� •'•-;°<pRIDP,- i�,MI Typ 17 RIVET OR#12 SMS •` _ REFERENCE ANCHOR L7 an n(ORll I ��)y ` •�•��A(�) (l0 18"0 C (TYP I SCHEDULE FOR MAX, w D � ,/ O) •�•• SPACING FOR 4G/OR(16) oQ// NAL i1 W pwU PRESSURE VS ALLOWABLE LENGTH w rn� �> L ZS X1/8• MAY USE MALE OR _ I I I p 2 m lJ4Y PSF 212 N0� 3 B/0 FEMALE LOCK-SLAT) �� I �_ &FOR HVHZ 13 N o Zi.T 1511 62 130' 18B' 13 �1II - FOR NLN. i a' _ WW $�W" s GLASS SEPARATION I/! a� C, G 72 124° 179' �. / OR DOOR 3 CC3 TYPICAL CORNER CLOSURE DETAILS \ TO GLASS X m U, +`=a 82 119• 172• NTS A E w r 01111 m �^ 92 114' lbs ALLDWAB�LE SSPAN (TERN //�� H .4 o 102 110' 160' SCHEDULE FOR qjF � OR 6 OR = TABLE B(¢4) ALTERNATE THRU BOLT eUnimm MOUNF w z\ OR N 104• la' C5 CONNECTION TYPE (DETAB,F) LO a 1W 97" 131' PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR NA% MAX w o 7D0 88' 114' PSF WITH O WITH O 2 W.F.. SCHEDULE FOR MAX SHUTTER DESIGN I CI SPAN PRESSURE R CONNECTION TYPE 1•• 1/4"MAX FROM PIN REFERENCE ANCHOR GUISE BUSHING pp�1 fit 113' 166, 3251N. +/-3D1 PGF SCHEDULE FOR MAX. /' C- --1 WASHERR(TYP:) lu R lOT 1ST 1J11N. +/•311 PSF SPACING II 1" I 19 W 82 101' 147" =SIN. +/419 PSF II I I f 1251M +/-32.7 PSF ___J/ 14X3/4"SMS(ul 9"0 C N 92 9S 139' ANGLE TO TUBE CONNECTION O 1@ 90' 13Y 1121N. +/-335 PSF EXISTING / Z C m 1]D IK +/-34.ZPSF 2"x 2"x 125" 83. �. ]Q/1N. +/352 PSF CONCRETE, EMBED. 6063-T6 ALUM TUBE m >m 74' 109' IDSOL +/-359PSP BLOCK OR 5 CONNECTION TYPE 7013 64' j w Im IN. +/365 PSF WOOD FRAMING REFERENCE ANCHOR 1-1/2"MIN FOR CONCRETE 1011N. +/•373 PSF SCHEDULE FOR MAX 11y..u�91 3 FOR WODO AND 3/4"MIN 991N. -/-MDFSF SPACING E 3 951N. +/-395 PSF o g Cb ALTERNATE BUILD OUT MOUNT SECTION a g ASTENER @ 18"0 C 921N, V409PSF m (USE ANY ANCHOR SHOWN 891& +/•423 PSF SCALE:3"=1'-0" m N ,Q IN ANCHOR SCHEDULE). 861N. +/43.8 PSF r °1 831N. +/15A PSF BI IX +/-4665 PSF 781% +/183 PSF ACCORDIONSHUTVAL w 761N. 4495 PSF PER PRODUCT APPROVAL w m ra < 3/16 RIVET OR#12 2"x 2"x YJ�d 721N. +/523 PSF LL SMS(a 18"O C OR 090"6063-T6 m�F 70 IN. +/•539 PSF APPLICABLEATTOP vti ul RI 1/4-2f1 NUT 8 BOLT ALUM TUBE TYP + AND/OR BOTTOM a Igo" o" 17 �� 1i81N. /SSAPSF ff ITYP.1 3/16"0 ALUM POP 6 TUBE RIVET OR#t2 SMS "I^' 661N. +/37D PSF m 2.OR 3° L Sz 0 e 60fi3BE LT6 ALLOY (a 18 OC (TYP) �SoF FOR w r jm w (aaaa T. SEE TABLE B 2..z 5"x t/e" � �0,.4 ESSENl1Ai r 70 J FOR SIZE. 2 FASTENERS x CONTINUOUS ��,,, SETEA_CTRT1fE3_ t3 x O o 1/2°MIN. EACH ANGLE ALUMINUM ANGLE - ABLE 4 O m w 0 1"x2"x 093" OPTIONAL ANGLE INSIDE xFOR HtHz x z�L 2'X3'Xiy°x 2175, 6063-T6 ALUM THREE 3/16"0 ALUM ORIENTATION TYP GLASS SEE TABLE2 N 0y1� CONTINUOUS OR2°z o POP RIVETS OR 17 17 X a Z m 2°X�6 xCONTINUOUS ° ANGLE,TYP 17 OR DOOR a M<4 6061-T6 ALUMINUM i 1 THREE#12 SMS,TYP TO GLASS E 00,r li 1"x 2"x 11:"j, u w ANGLE 0.9'MIN.THICK 6061 T6 +� 13 ° OR 2"x 2" B" T ALUM TRACK FASTENED ALUM ANGLE ANGLE FASTENED TO _ TO ANGLE WITH 1/4-20 e1416 FOISTING 3 KSI / USE MALE OR FEMALE CONCRETE HOST. MACHINE SCREWS AT 3' O�]IIYUMNRL®OMPS LOCK-SLAT) - S 6C4 CONNECTION TYPE FROM ENDSAND9'O.C. m REFERENCE ANCHOR STRUCTURE WITH 13 SCHEDULE FOR MAX �°oR ULTRACoNS 2-1/2'MIN. FpRTHEeALµCE 15-2338 J=_ PACING AT 3',FROM ENDS AND EXISTING CONCRETE - ' #12 x7GALVANIZED (OUTSIDE) EDGE DIST 4.O.C.FOR BALANCE HOST STRUCTURE(3000#1 5. '•0 ALUM WITH 13/�M!NPSI MIN) TYPICAL CORNER CLOSURE DETAILS POP R , 4-20 SIDE CLOSURE OPTIONS EXISTING CONCRETE, EMBEDMENTAND2%' SEE TABLE C FOR MAX SPAN AND PRESSURES oe NTS MACHINE BOLT&NUT SCALE 3"=1'-0" BLOCK OR WOOD FRAMING MIN EDGE 93 a 18"OC OINSIDE SILL MOUNT SECTION MlN.SPAQNG,TYP.O BUILDOUT MOUNT EE SCALE:NTS � SCALE:3"=1'-0" rg • �NNjARDQ,P.EREERENCEnANCHOR EXISTING \ON TYPE11)111 /Z u FOR A SCHEDULE FOR MAX. STRUCTURE \\ FOR ASDL, ESSEN]Idl. SPACING �� GLASS FAgU1fE5 Q w> GLASS E TABLE 4 w Cl CONNECTION TYPE S"MAX 1/4-20 MA�'I�I,��i•�BOL •• OR DOOR TABLE 4 F u u_ OR DOOR &FOR HVHZ w w u m REFERENCE ANCHOR 19 W/NUT @ j4'QYt.OR h FOR HVHZ r G w m SEE TABLE 2 F x 0¢ SCHEDULE FOR MAX. #14 SMS QQ 64¢.0 NO PE00 6519 SEE TABLE 2 =w a FOR MN. 13 u m SPACING /2" (TYP TOP&.BOTTOM) *.FOR MIN. 13 w w a o SEPARATION x x r�ee SEPARATION X w w TO CLASS w o In U .• $_ 1/4"-20 TMRU BOLT W/ TO GLASS ¢_¢ #12 x 1/2"SMS Cal 12"O.C. X Z■z m w �� LOCK NUT(al 12"0 C.OR r r w m OR 3/16"0 ALUM.POP Q w 3< w w R 6 OR STATE #• rl #12 z 1/2`SMS(a1 12"O.0 E 5 ZO j E-�u a r o R�J nS•;F[OR• LL ay��1 OR 3/16"0 ALUM.POP z r r RIVETS Cd 6"O.C. OR 1/4"0 w w o h(LJ� i ` N -J a J ALUM POP RIVETS Cal 12"O C Q S 9B RIVETS(al 6"O C E S � x �/ /Q OR 1/4"I M.POP RIVETS / w 11 AND O r /1)i11 Cal 12"O.C.E.S 1/4"MAX.FROM PIN FOR A.S . w r u I^ Q 1/4"MAX.FROM PIN ASSEMB07A�41A ESSENTIAL 09 AND 00 / GUIDE TO BUSHING 1/ t/2"TYP GUIDE TO BUSHINGFACIUlIES r In w o L m o ASSEMBLY WASHER(TYP I WASHER ITYP.) SEE AB 4 2 x Zug c4191 /2" 1/2"TYP EXISTING CONCRETE GLASS In in &FOR T, ul o w J W ppay O W W BLOCK OR WOOD FRAMING "' X ' B EDGE REFERENCE ANCHOR FOR NUL Q o" 3in it1.� 4 / SCHEDULE FOR MAX. SEPARATION x a o s w 3 CONNECTION TYPE DIST. W d REFERENCE ANCHOR SPACING AS SHOWN i0 CLA4 <w ow - ,�°, / EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG 10) .i DIST. REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAX w r ///��� 3 CONNECTION TYPE IN DIAGRAM ON PG 10) Lu SPACING ALT FASTENER p (AOR 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT AND w o SCHEDULE FOR MAX BACK ANCHORS NOT REO'D 0 1/4"MAX.FROM PIN BLOCK OR WOOD FRAMI / SPACING ALT FASTENER WITH THIS LOCATION 2" / ® LOCATION FRONT AND R CONNECTION TYPE GUIDE R BUSHING / REFERENCE ANCHOR WASHER ITYP.) 91, 41 1/4"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX 19 T Y WITH THIS"PIN GUIDE TO SCALE.3"=1'-0" SPACING 5 CONNECTION TYPE o OA INSIDE MOUNT SECTION � BUSHING WASHER REFERENCE ANCHOR ' ITYP.1 SCALE.3"=1'-0" SCHEDULE FOR MAX y�'� w' / NOTE FOR DETAILS A.B.D,AND E ON THIS SHEET, EXISTING CONCRETE, SPACING g / THE BASE TRACK MAY BE INSTALLED IN SECTIONS BLOCK OR WOOD FRAMING EMBED Z'o aC \ // WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS a BUILD OUT MOUNT SECTION —m' A MINIMUM OF TWO SETS OF ANCHORS AND IS A CG 'o TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE.3"=1'-0" m 2: USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING Eu'„IJ OVER THE GAPS BETWEEN SECTIONS XISTING CI EXISTING CONCRETE, STRUCTURE E EDGE DIST. S BLOCK OR WOOD FRAMING 4 CONNECTION TYPE C2 CONNECTION TYPE W EXTRUSION 2 a e EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W%EXTRUSION m g S REFERENCE ANCHOR w SCHEDULE FOR MAX REFERENCE ANCHOR SCHEDULE FOR MAX W E E SPACING SCHEDULE FOR MAX SPACING AS SHOWN - S SPACING��,..�� IN DIAGRAM ON PG 10) 1416 1/2" (])ORO 1/2" 3 4 w a N GLASS OR DOOR A E' p Iwo N 1/2' w #12 x 1/2"SMS 9 12" SEE TABLE Z 13 = N=o FOR AMI w w w a w r"' O C OR 3/16"0 ALUM FOR MIN. z u w r o w r m SEPARATION w o In IpI 13 r In x o 0 r »,, POP RIVETS(06"OC oZm GLASS DRI o=w2� EA FOR rw�wo OR1/4"O ALUM POP a �¢a DOOR hFOR HVHZ Nr wwaaada GLASS F�RMN� 13 =x zu' RIVETS Cal 12"0C E outer FOR MIN t0aw� $ r w u xzazm 8E OR DOOR 4 FOR w o o m u SEPARATION <-a<< y�y o HVHZ SEE T ABLE 2 X w o z m TO GLASS E u o(Lr !�do 8 iC Q 1/4-20 S.S MACHINE u p a r OO AND OB 1/4"MAX.FROM PIN 4 w SCREW&NUT Cal GLASS w 1/2" GUIDE TO BUSHING f u ASSEMBLY 1/ r d 12"0 C TYP. WgSHER(TYP) 1/4"MAX FROM PIN m w o 1/4"MAX.FROM PIN yIJ X GUIDE TO BUSHING W 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING S1 C Q &R@ 2 WASHER(TYP.) iV Y WASHER(TYP) EDGE REFERENCE ANCHOR O � �� �Se EXISTING CONCRETE. 01ST SCHEDULE FOR MAX C2 CONNECTION TYPE W/EXTRUSION #2 ORYRORfibWlLelMRLOlE a E m BLOCK OR WOOD EXISTING CONCRE q CONNECTION TYPE SPACIINGAS AM ON PG SHOWN O) REFERENCE ANCHOR ON TYPE W/EXTRUSION #1 FRAMING BLOCK OR WOOD FRAMING 15-2338 ® OR REFERENCE ANCHOR SCHEDULE FOR MAX - 3"x 3"x 1/4"CONT 4 CONNECTION TYPE 012 x 1/2"SMS Cal 12" SCHEDULE FOR MAX SPACING �8 6063-T6 ALUM ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT FASTENER EXISTING CONCRETE, (MAY BE REVERSED SCHEDULE FOR MAX POP RIVETS Cal 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING SPACING OR 1/4"0 ALUM P BACK ANCHORS NOT REO'D AS SHOWN DASHED) RIVETS @ 12"O C WITH THIS LOCATION ' Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION M�C LL BUILDOUT SCALE.3"=1'-0" SCALE:3"=V-0" TIDNL-E \1111 1// LBENNARDD,RI FOR ASN ESSENTIAL `\\ EA47UllES SEE TABLE 4 FOR WVHZ SEE TABLE 2 LL EXISTING : \-.• •"•,•y GLASS OR MIN.SEPARATION TO z 7 a STRUCTURE ALT LEG DIRECTION MACHINE QP NS p DOOR �� t3¢w (2)6063PER ALUMINUM BOLT W/NUT �' No PEO ANGLES AN Ca _*; 0465 9 1 wow .i SCHEDULE EPERE PAN TUBE #142x 3/4" 1/4"#ALL - j¢Z Q POINTS SOLID SMS 6"O.0 SPAN TUBE SCHEDULE �O 2 w¢ 0 SET ANCHORS SPAN TUBE N Nlwa WITH 7/8"MIN ALLOWABLE7IBTE NULIBL3L OF NIA03H2OF � >E X m m z EMBEDMENT IN PER DESIGN ANCHORSPER M $� ¢ 0: l7 CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER SPAN THR�OLTS ANGLE In 0 BLOCK,3"MIN SIZE SPAN / �••.•••••• fJ .1 Nw w rIt w SPACING AND m TOP BOTTOM" TOP BOTTOM TOP BOTTOM 7Gf) Om LL E -- Z 1- 0 3"MIN EDGE TUBE 'TUBE TUBE TUBE TIRE TUBE TI7BE/// 1 1 Im i88f J �N Q DISTANCE. N} o? �x 61'• 1238• 1352' 2 2 2 3 4' T Z¢ ew uQ rv- F r 5 6 o p D.125 �' 101.7 108.8` 2 2 3 3 T T A 3"MIN 1416 o= 173' �.5 84.4' 2 2 3 3 T TED DIST uu W' 128.1' 157.0' 2 2 2 3 4' T RFOR AS71A ESSENTIAL FAQUIE5 13 uw 0 Y 86' 1149' 124.1' 2 2 3 3 T T V W�� z 1/4"MAX FROM PIN GUIDE TABLE 4 k FOR HVHZ SEE ¢z 0'125' 1Zi' 1029' 1099' 2 2 4 1 10' 10' DO C TO BUSHING WASHER(TYP) GLASS TABLE 2 FOR WIN.SEPARATION GV 1389' 1889' 2 2 3 3 T T Nd'Esz 4 I OR DOOR TO�� 'A✓L mk 88' 1227 155.7 2 2 3 4 T 10' O W � TW0 1/4"0 WOOD 1/4"0 THRU BOLTS 3 DM< 0.17•' LD O LAG SCREWS @)24" SEE BEAM rwr 123' 1168 1375 2 3 4 5 10' 13' ,4 0 C MAX WITH 2" 3"MIN. SCHEDULE FOR Z� 2k10�c 80' 158.1' 740.0' 2 Z 3 1 T 10'" 'THREADED PENETRATION ED.DIST. w p BB' 140.8' 279.8' 2 3 4 B "T"INTO CENTER OF STUDS EQUIRED NUMBER = 0.1875 123' 1322' 7031• 3 4 6 7 13' 19' 5 6 m EMB "T' 14 SMS @ MIDSPAN BETWEEN 416 1/4"MAX FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: N STUDS FOR TRACK TO 1"z 4'• TO BUSHING WASHER ITYPI "X3'xO 4'ANGLES FOR 2'x5'&2°xfi'BEAMS. „ PLYWOOD 8 TUBE CONNECTION 1/4"0 ALL 2. USE 2wxl/4'ANGLES FOR 2"1L8'&Z'x10'BEAMS. rt STUCCO FINISH POINTS SOLID^+ 3. USE BEAM SCHEDULE FOR DETAIL]. m°moi E 6 x 4"x 125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP Ek BOTTOM BEAMS MAY BE USED TOGETHER OR IN W�� 6063-T6 ALUM TUBE WITH 7/8"MIN SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. F Ln THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH N m$ n EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACINGI BLOCK,3"MIN W/NUT 12"0 C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 7Fb O SPACING AND 3" '1: (2)6063-T6 ALUMINUM �O TUBES SHALL HAVE TDP BEAM LIMITATIONS(INCLUDING SPANS, G� MIN EDGE 'I ANGLES PER BEAM END, OR#14 x 3/4"SMS(a ANCHORS,ANGLES AND BOLTS7,WITH THE SHUTTER SPAN TAKEN a m O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER SPAN TUBE 6"O.0 b _m< AS THE SUM OF THE SPANS AB VE AND BELOW THE BEAM. SCALE 3"=1'-0'• ALSO BE USED SCHEDULE c EXISTING 6. LAP BEAMS ARE NOT ANGALLOWEO. Y AT TOP ACCESS HOLE m STRUCTURE ALT LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. E EMBED. � MAX DESIGN LOAD=s 72 PSF j It Oj BEAM SPAN SECTION m g A —GLASS 1- o SCALE:3"=1'-0" m FOR ASTM ESSENTIAL OR DOOR r o FACRITIES SEE TABLE 4& 13 7 ;D FOR HVHZ SEE TABLE 2 FOR MIN.SEPARATION TO M ° EXISTING WOOD GLASSTRUSS z X Q a 24" RAFTER (la MAX OC 2' F m EXISTING FINISH 5 6 MATERIAL �I i� i 1/4"MAX FROM PIN GUIDE i i �� O�f 1"x 4"x 1/8"6063-T6 r�' Li 1T. w 1� 16 TO BUSHING WASHER(TYP.) li m I - ALUM TUBE W/THREE qq 1/ISMM MATERIAL SCREWS WOOD LAGii FINISH MATERIAL SCREWS WITH 2-3/4" i I p7" E1TN/'TE 1 / 3/4"PLYWOOD MINIMUM THREADED 1/4"0 4325 GRADE THRU BOLT(ol 7"0 C PENETR."T"IN WOOD EACH RAFTER OF TRUSS OR 5/16"#4325 GRADE THRU BOLT(Nl 12"O.C. 24"0 C.MAX WHERE r 5 6 \ d 'ALV OR 5 5 TUBE EXTENDS BEYOND EN 1/4"m ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 5"0 C W/1-1/4"MIN EMB 6", EXTEND TUBE TO t-w 2"x 5"x 1/13"6063-T6 tly YYYLLL IC y OR 1/4"0 LAG SCREW 1@ 9"O C W/1-7/8" NEXT TRUSS wwr m ALUM ANGLE W/THREE MIN EMB. IN WOOD SG=042 70055. o 1/4"0 WOOD LAG jraa � 1/4-20 S S MACHINE SCREW(al 13 7 M= SCREWS WITH 2-3/4" BRtN4IL®NAIODPE / 12"0 C.IN BETWEEN TRUSSES ==z v MINIMUM THREADED EXISTING CONCRETE. IAr 1S-2336 ' HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE 0S I7 0 PENETR."T"INF TR (nl a WOOD FRAMING SEE 2"x 5"x 1/B"CONT BACKSIDE A TUBE OR N14 SMS X Z❑z m EACH RAFTER OF TRUSS, �JLLt+ A ANCHOR SCHEID BASED ALUM ANGLE(60fi3-T6) [a1.6"O.C.MAX.IN BETWEEN ¢w O a 24"CC MAX WHERE [�Im ON TYPE.OF STRUCTURE E J m ANGLE EXTENDS BEYOND - Q LAST TRUSS MORE THAN (MAX DESIGN LOAD s 72 P S F I 6 EXTEND ANGLE TO L13O PASS THRU DETAIL (MAX DESIGN LOAD s 72 P.S F) NEXT TRUSS H SCALE-3"=1'-0'• O TRUSS MOUNT SECTION SCALE.3"=1'-0" •• L BHINAR00P.E GLASS OR DOOR FOR ASTM ESSENTIAL '� :4(/ FACILITIES SEE TABLE *; NO EOk6 GLASS OR Z GLASS OR 4&FOR HVHZ SEE I I - DOOR DOOR m TABLE 2 FOR MIN. FOR S w Y FOR 0: SEPARATION TO GLASS m ____ ___ ___ ____ p G CV wo r FSS w ir w f Q I I 0'. J ,{ u- war I I T'- ST 4@FOR f Mm TAB 4k FORtn wH 2 FOR MIN. iwQx 2 OR MIN. N=m xZwO: SEPARATION TO v{w a D SEPARATION TO M r LO 0 4"MIN GLASS X IA m" GLASS x x Z 73 Z O M A/ t �. 13 F~ m X o i o w i J a RADIUS HEADER MOUNTED At! �> ` L'f,a t3 G w x C1 CONNECTION TYPE a PARTIAL ELEVATION �� S w a r- �o N REFERENCE ANCHOR ¢�n QN m n �x � SCHEDULE FOR SCALE:3'= 1'-0" Z �a O m0E 20 N 28 GQ SPACING 250" W _ .250" .250" 0. 0 Im-1m / 1/4"0 TAPCON(1° 24" C6 CONNECTION TYPE w r B w O C WITH 1-1/4" MIN REFERENCE ANCHOR In l 8� o w m EMBED SCHEDULE FOR MAX w 3 - ti SPACING m EXISTING CONCRETE OR / EXISTING \ BLOCK ONLY WOOD / DIS i0 STRUCTURE \FRAMING 8 WOOD ANCHORS / EXISTING HOST STRUCTURE •C10T ACCEPTABLE / EXISTING FINISH E rn OO WALL MOUNT SILL DETAILMAT TING W 1/4"MAX.FROM PIN \ SCALE:3"=1'-0" GUIDE TO BUSHING DIST \\ O DECORATIVE FLOOR TRACK DETAIL sDRQ6 CUT IN 4-INTERVALS WASHER(TYP.) W 6 TO FORM U E(SEE SCALE:3"=1'-0- u R O RECESS SILL DETAIL \\ - DETAIL P1 FOR ADDITIONAL F zc Fa g SCALE:3"=1'-0" INFO) TYP TOP 8 BOTTOM _ ¢z \ FASTENER @ EACH 4"CUT � ^„ m-a -�•5�°K n EE ANCHOR C4 CONNECTION 1/4- TO ULE ON mr�mm �o'G zmt'i 1/4"MAX FROM a <ri N .H r a VERIFY ANCHOR SPACING - n oa" v PIN GUIDE TO m m n m IS ACCEPTABLE y o BUSHING WASHER v' I a . v v v v o m w E g ggggqge,,, ITYP.I I w 'n•e•nmmb LL - a \ az m °ulorc E 3� \ / LA J yvavva omr a o0 `q MAX.FROM PIN GUIDE TO m 6 TYP. BOTTOM "' 1/2" TO BUSHING WASHER(TYP.) 6 - EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/NUT(1 2"OC 19 CUT AT INTERVALS T EXISTING FINISH ORM CURVE(SEE DETAIL P�Q 1 MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR • SCHEDULE FOR MAX 333 SPACING(FASTENER e = 1"x1"x1/8"8 1"x2"x1/B" @ EACH 4"PIECE !a f° 6063-T6 ALUM ANGLE CUT TO I"xt"xt/8"a 1'x2"x1/8" a���a ¢ 11 MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO �p CURVED TRACK SECTION DETAIL ' pSSS I'VII I'S CUT SHUTTER EXTRUSIONS MATCHAND PROVIDE SUPPORT SCALE.3"=1'-0"ONT AND BACK.WHERE OFCUTSHUTTER EXTRUSIONS ONT OF EXTRUSION IS FRONT AND BACK.WHERE / S!NOT REQCONTINUOUUIRED CONTINUOUS, FRONT RELINFORCEMENT ON IS PZ ppp IS NOT REQUIRED Pi X19 - L3 OO ' 9Ei _>: •E i APPROVED MOUNTINGo MB CONDITION,MIN OF TWO PER MB - APPROVED MOUNTING ' PIECE CONDITION,MIN OF TWO PERFWNRLI�FE PIECE 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND TWOCFAS FASTENERS PH A ER CUT TWO TWO FASTENTH ERS MINIMUM CUT OF PIECE PIECE i TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS P1 SCALE:3°= 1'-0' P2 SCALE:3"- 1'-0' -- g ANCHOR SCHEDULE: CONCRETE 9"""°°P� 2 x 5 ITYP.1 2 x 5(�OUTSIDE \\\\71111 TOP FLANGE ANCHOR(SEE SPACING LS"MIN EDGE DISTANCE SECTION X) \�p�` '✓ 7 �� Scans UO To 6'-0" Scans Uo To 8'-8" Spans Un To 13'-0" O �C''' 1JCENS� Ci CONN TYPE CONN TYPE CONN TYPE O��cc ANCHOR x G7 ( Cl C2 C3 C4 CS C6 C7 C2 C3 C4 CS C6 Cl C2 C3 04 C3 C6 ` _*: NO PE0046549 .d 1/4"ITW TAPCON OR ELM 48 ULTRACON WITH 1-3/4' 62 16.0"16,0" LE 12.0"16.0°14.5'16.0"16.0" 8.0" 7,0" 13.0"10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0" -I1 1f N N EMBED(31920 MIN CONC) 72 16.0"16.0"10.0" 9.5 16.0"12.5'15.5'16.0" 6.5" 6.0" 9.5 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 z 5(TYP.1 1 x S[[n�1 INSIDE 3)OR n4 HEADER7$LL a g 110 14.5'14.5 6.0" 5.S' 8.5' 8.5 9.0" 7.S' 4.0" 4.5 6.0' 7.5" 6.0 5.0" BOT FLANGE gNCHOR(SEE SPACING ,.C7'••-• STq ;111 W Vin Bz ♦ SECTION X) SOF n 200 7.5 6.0" 5.0" 7.S' 6.0" 5.0° 7.5 6.0" 5.0" � wl� $� SIDE CLOSEST TO OPENIN lS '•.,ORIOA. •-' D J 1/4"MIILENIUM MILIFAST 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5'16.0"14.0"14.5'34.5 6.S' 6.0" 9.0" 9.S' �LL • 1111...• WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16.0"15.5 16.0"16.0" 8.0" 7.0" 12-o"11.0"10.0" 9.0" 5.0" 4.0" S.S' 7.5' /, ONENMIN CONCRETE) 72 16.0"16.0"IO.S' 9.5 16.0"13.5 14.5 14.5 6.S' 6.0" 9.0" 9.5 B.5 7.0" 4.0" 4.5" 6.5 NOTE. "S••INDICATES ANCHOR SCHEDULE SPACING 11111111111177 Zg;V i 2 110 13.0"13.0^ 6.0" 5s' 8.0" 9.0" 6.0" 7.0" 4.0" 4.5. 6.0" 6.5 s.5 5.5 SPACING DIAGRAM FOR C1 CONNECTION TYPE: 200 6.7 5.5"V11111011111=1111A 5.9' 6,5 5.5 5.5 6.5 5.5" S.S' C7 CONNECTION TYPE USING PIECE Q OR Q t 1/4•ELCO CRE7EFIFIC 554 48 kl&G"160'16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"ifi.0"16.0"16.0"1 " B.S' 12.5'14.0"W/2-EMBED(335Dpsl MIN 62 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" 6.5' 8.0" 1LEWCONC) 72 15.5 14.516.0"16.0"16.0"16.0"10.0" 8.5 12.5 14.0"120"10.5' 6.0" s.o" fi.5 9.5 7 / 8 COMBINATION i'r1r. Z 110 9.0" 8.0" 11.5 13.0"120"10.0" 6.0" 5.0" 6.0" 9.0. 10.D" 8.0" 5.0" 4.0" 5.0" 8.0" lA 2 z 5(TYP. 11 / COMBINATION 111 200 5.0" 4.0" 5.0" B.0" 10.0" 8.0" S.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0 4.0" 5.0" 8.0" O W uN 1"MLI EDGE DISTANCE 9 / 0 COMBINATION too A 1/4'ITW TAPCON OR ELOD Cl C2 © Q4 C:6 Ll C2 O C4 C6 ASYZY' C2 O C4 CL O ULTRACON WITH 1-3/4' 48 16.0.16.0" 7.5 7.5-116.0- 7S' 16.0"16.0" 5.0" 4.S' 1.0 5.5 5.5 .5- EMBED(3192p!1 MIN C1TNC) 62 16.0111 fi.0" S.5' 5.5 16.0" 6.0" 16.0.16.0" 12.5' 4.0" .5 6.0" •! `BED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5 4.5' 16.0" S.0" 15.0"15.5 9.S' .5' 4.5'110 14.D"14.0" 8S' 8.5 7.5 4.S .0" 1 x 5 TYP. 2 z 5 ITYP.1200 7.0" 6.0" 7.0" 6.0" 6.-7 NOTE- "S"INDICATES ANCHOR SCHEDULE SPACING1/4'MIIIBNDIM ID11FA5T 48 16.0"16.0"13.0"13.0"1fi.0"13.5 16.0.16.0" B.0" 7.S' 16.0" 9.5 IS' 4.5 4.0" 7.0" 6S'WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0'• 9.0" 8.s' 16.0"10.V 14.0^15.0^ s.5 s.o" 9.5" 7.5 .5 a.s' s.o^ SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: Ir•�ggMIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5 11.511.5 4.S' 4.0" 7.0" 6.5 .S' 4.S' - C3 CONNECTION TYPE USING PIECE QO WITH OUTSIDE110 10.5'10.5' 4.5 4.0" 6.0" 6.0" 6S' S.5" 4.0" .5 ANCHORS ONLYo200 5.5 4.5 5S' 4.5' .5 - C4 CONNECTION TYPE USING PIECE Q8 OR © WITH 75�K1-1/4-MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY 0�11/4'ALL-POINTS SOLIo-SEf ANCHOR W/7/eEMBED& CI C2 O C4 CS C6 Cl C2 C3 CA CS C6 C2 C3 CA CS C6 ANCHOR NOTES: 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5 9.S' 16.0"10.0" 3.5. 3.S' 6S' 4S' S (3000ps1 MIN CONC) 62 T. 16.0" 7.0" 6.S' 16.0" 8.0" 13S'14.5 4.5 4.0" 9.0" 5.5 7.5 7.0" 4.0" 3.5- 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING E 72 16,0"16.0" 5.5 5S' 16.0" 7.0" 10.5"11.0" 3.5 3.5 6.5 4.5 6.0^ 5.5 3.0" 3.0- ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE w0 LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). 0 10.0"10.0" 3.5" 3.0" 6.0" 4.5 6.0" s.0" 3.0" 3.0° 5.0" 4.0° 11 3 200 .-..1.-0. SA" 4A" 5.0" 4.0' 2 ENTER ANCHOR SCHEDULE BASED ON THE LEIQSTING STRUCTURE MATERIAL, O ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATERTHAN OR a. g 1/4'ALL-POINTS SOLID-5E1• 3'MIN EDGE DISTANT EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/8•F?IBED& *160' O CS C6 Cl C2 C3 C4 CS CS C3 C2 C3 G4 CS CIS THAN OR EQUAL TO SHUTTER SPAN. .@ 4-2055 MACHINE SCREW D"16.0" .0"16.0"16:0"16.0"16.0"14.0" .0"16.0"16.0"16.0"16A" 8.5 ILD"120^(3000ps1407I CONC) .0"16.0"15.0"16.0"16.0"16.0"3 " " " "13.5 125 11.5 6.0" 5.5 7.0" 9.0" 3. SEE MOUNTING SECTION DETAllS FOR IDENTIFICATION OF CI)NNECTION TYPE..0"13.0"120"16.0"16.0"16.0"16.0" B.S' 7.5' 11.0"120'•10.5 9.0" 5.0" 4.5 5.5' 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE0" 8.0" 7.0" 10.0"11.0"10.5' 9.0" 5.0" 4.5" 5.5 B.0" 8.5" 7.0" 4.0" 3.5' 4.S' 6.5 BLOCK OR WOOD FRAMING.REFERENCE kaOR SCHEDULE FOR PROPER "� ANI IHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 0" 4.0" 3.5-14. 6.5 8S' 7.0" 4.0" 3.5" 4.5 6.5' 8.5 7.0" 4.0" 3,5' 43" 6.5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4'POWERS SS DROP-IN 2-5/8-MLN EDGE DIBTANC E CONNECTION TYPE. W/1/4-20 SS BOLT AND. Cl I C2 I C3 I C4 I CS I C6 I C1 I C2 I f3 I 01A CS 06 1 Cl I C2 I C3 I C4 I C3 I C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE I-EMBED(3000ps1 MW 48 16.0"116.0-116.0-116.0"116.0-16.0"16.0"116.0-110.0" 9.5" 16.0"113.0"112.0-1 12.5' 6.0"1 S.S' 7.5 9.0,11 ONLY. ■�tlg@ CONC) 62 16.0"16.0"12.0"11.0"L6.0"14.5'15.0"16.0" 7.5 6.5" 10.0"10.5 8.5 B.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 72 16.0 16.0" 9.5 9.0" 16.0"12.5'120"125 fi.0" 5.S' 7.5" 9.0" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT fs "LiNL� 110 11.0"13.0" 5.5 5.0" 6.5 8.5 7.0" 6.0"rV1,AWgV1,M 6.0" 5.5 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER ¢ 200 S.5" 5.0" 5.5 5.0" 5.5 5.0 FINISHES. / 3-1/2"MIN EDGE DLITANCE f �� 1/4'POWERS SS DROP-IN 7. WHERE E7(LSTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS W/1/4-20 SS BOLT AND C1 CZ C3 04 CS C6 C1 C2 C3 C4 C5 C6 Cl C2 O CA C3 C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING !E 1'EMBED(300.Opsl MIN 48 16.0"16.0"16.0"16.0"16.0^16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6.5 5.5- 8.0" 9.S' MEMBRN NOET PLYWOOD.FASTENING TO PLYWOOD LS ACCEPTABLE ONLY FOR E� S. CONC) 62 16.0"16.0"13.0"12.0"16.0"15.5'L6.0"16.0" 8.0" 7.0" 10.5'11.0" 9.0" 8.0• 5.0" 5.0" 7.5 ,MEe 72 16.0"16.0"10.5' 9.5 16.0"13.5'13.0"13.0" 6.5' S.5" 8.0" 9.5" fi.5" U. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER _ 110 120"11.5" 6.0" 5.5' 7.0" 9.0" 7.5' 6.S' 6.5" 6.0" 5.0" 5.5' SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN.)WOOD MD.3/4" iz 12 N 200 6.0" S. 5.5 6.0" 5.0" 5.5' 6.0" 5.0" S.S' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. tp T C j 2-MIN EDGE DISTANCE 312 SMS W/2'EYEWALL 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 112°ENGAGEMENT OF THREADS IN CS C2 © C4 CS C6 Cl C2 C3 CA CS C6 C1 C2 C3 04 CS C6 M p}Yl®RCRWCL6MIWTE ARMOR INSERT W/2'f3NBEI) BASE ANCHOR AND MAY HAVE EITHER A PAN MAD,TRUSS HEAD,OR WAFER ARMOR I MIN CONC) 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0",9.5" 14.5 15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 62 1fi.0"16.0" 9.5" 9.0" 16.0"10.5'16.0"16.0" 6.0" 5.5" 12.5' 7.S' 10.5' 9.5 3.S' 3.5" 5.5" 5.0" _ 72 16.0"16.0" 8.0" 7.5" 16.0" 9.5 14.S'15.0" 5.0" 4.5 9.0" 6.5 8.S' 7.5 3.0" 4.5-14.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 6CAIh - 110 13.5 13.5 4.5 4.0" 8.0" 6.0" 8S' 7.0" 3.0" 4.5" 4.0" 7.01 5.5 3.4' 3.5 a DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, SAGto�mpl 200 7.0" S.S. 3.5" 3.5" 7.0" 5.5" 3.5 3.5" 7.0" 5.S' 3.5" 3.5" NUT OR WASHER WINGNUT. *12 SMS W/2.75•EYEWALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5 11.0"16.0"14.0"16.0"16.0" 7.0" 6.5" 11.5' 9.5' 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. °p ARMOR INSERT W/2.5 62 16.0"16.0"13.5'13.0"16.0"15.5'16.0"16.0" 8.5" 8.0" 16.0"11.0"13.5'120" 5.5" 4.5" 7.S' 7.5' 13 110 9.0" 0'" 17.5" 3.5' 3.0" 4..5 5.0" 9100' 7.S' 3.S' 3.0 4.5 5.0 9.0" 7.5 3.5 3.0" 4.S' 5.0" DRILL INTO HOLLOW BLOCK NOR SSDS DRILLS SHOULD NOT BE O INSTALL O EMBED(2000Ps1 MIN CON 72 16.0"16.0"11.0"10.5'16.0"13.5'16.0"16.0" 7.0' 6.5' LLS'. 9.5" 11.0" 9.5" 4.5' 4.0" fi.0' 6.0" 1 CONCRETE SCREWS TO HOLLOW BLOCKBLOCK LD IMPACT SHOO BE USED TO INSTALL L 2110 MNN TYPE MNN TYPE CONN TYPE �►�,'1�p � I I CS C6 C3 04 mm®mL�lmm�mm�lmm�®mmmm�®mmm®�®mmm®�m�mmF.��1, I�i -.r ,� -- mmmm - ���F�m��®�[�Imm�m�lm%/////.mm�El�➢�m�®®��1®m��m®%//%imp i mmm®%///mmm®%////mmEMm ■mOOClOmmmOOmmmm000mm0Ommm00mmmmmoomDD m mmmmmm ®%///ZOWN%////////mm,%///G,%///%%//%/////%imEmmmmmmmm''////%immmm%///%%//%mm - ////: V///%�//// �//�////o 0'/////,'/////%%////,rl///,'%///'/////%////////V///%/////%W//j//////,W//'/WONrl///'///////V//////////,V,'/////%//%//////%/////.''%///%/////%'/////�'///////:''/////i/////%%////%//// SON mmmmmmm%///%'////%%///%'////%'///////.%//%'/////%////mmmmm®m/////%%//%/////%%////%///%%////'///////, .. . mKmm%////'//////%/////.'%////i%///%%////%/////,"%///%///%/////, //%%////,/V///iImm%////%///i%/////,U11/i%///%%//%%/////.%////%/////,"%//%%///%%///%///i MENEM 0�mm�mm%///%%//% ©mm%///%////mm®%/////Y FOR%///%%///i%///%%//%%///%////mmmmmmmW///%////%///%%////%///% mm0BFORV/////%/////,WO%///%////%//////%%///i%///O=111,%///%%///imm%/////:///%///%////%////,W//%////.%///%'//////,%////'/////i%///%%//% i 111110 Emo©MORN moom©moomom000©moom©moom© R. •.� ���iia/aam�aiii/ii ii/�iai iaiiiai is%i/ii is ��®��®moi/iii/i�iii�®i//ilial/a m m=111 V/////, m///// i/i.i/ WO//ilialhail///mmm m//mmm ilii//ilii//K m® �m000mmoomom000®mr-�omom000000nm© SUN V/00 i/hail// /ii/ii/ilii////iii/iii//� i i/i,EMmm®EMEME E E Rmm®mmmioim - ©/ail ////loll/i�iai _ �m0000m0000mm000©0000©0000moom© - ::� �'� MUNEMEWm® ➢®®V//%/a/.m///V///V///V/0/nW//EMQ�Im��®®m➢mm®®V///tea//W/// mmm//a:/ai m®i/ii i///ii/i ii%%ONV/%ii///mEMmmmmm/i/a/mmi/ii////i// mm2m/i /m ///i/ii////://i/i /i//.i/iii//®®mmm®®//i//110/11//iii/iii/ai/iii/i mama hail/ii///,loll i/iiiai///iai iii i/iiiai ii/iiai i/iimmi/i i/i/loll ii V/////,//i ii//a iia/// loll/a iia/ VONOWi i//i/ii/a,iai aio,iaii�ai%iia///a/i//, - 11 ' AAAll 1111 449 NMo0,P.E �•"� UCE � �.' No PE >f: oa4ss4y ':0- _-u -A OyN� ANCHOR SCHEDULE: WOOD (G=0.55) 'ocA STATE OF Wol _ ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) MIN EDGE DISTANCE N 9/4'MIN EDGE DISTANCEral F CE �j Spans Up To 6'-0" Spans Up To 8'-B" S relu `j Soars Up To 6'-0" Spans UP TO W-B" Spare Up To IT-O' tj O �AD CONN TYPE CONN TYPE CONN 11" A OLOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 tl C4 CSOANCHOR Cl C2 tl fA CS CI C2 tl (:4 tl Cl C2 C3 C4 C51/4'LAG SCREW WITH 1-3/4 48 16.0" 16.0"16.0"16.0" 7S" 7.0" 16.0"16.0.16.0" 4.5" 4.5" 15."1/4'POWERS TAPPER+W/ 48 15.5"15S' 6.5' 6.5" 15.5'10.5"10.5^ 4.D" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATMN 62 16.0"16.0" 8.5" 8.5" 16.0"16.0"16.0" SS' SS' 16.0"36.0'15S' 3.5" 3.5" 9.5"1-1/4"EMS 62 12.0°12.0° 4.5" 4.5" 12.0" 7.5" 8.0"' 5.0" 4.5" 4.0172 16.0"16.0" 7.0" 7.0' 16.0"16.0"16.0" 4.5" 4S' 35.0.14.0"129' 3.0" 3.0" 7.5" 72 10.5"10.5' 4.0" 9.0" 6.0" 6.0" 110 16.0"16.0" 4.S" 4.0" 13.5'14.0"IZO" 3.0" 2.5" 7.5" 11.5" 9.S' 2.5' 20" 6.0" rL 130 5.5" 5.S' wee • a Z � 200 11.5" 9.5" ZS' 20" 6.0" 11.5' 9.S' ZS' 2.0" 6.0" 11.5' 9.S' 2S' 20' 6.0° „ i 200 N 7/16'WOOD BUSHING WITH 48 16.0"16.0" 9.S' 9.5" 16A"13f 13.0" 5.5" 5.0" 13.0" 7.S' 7.5" 3.5" 3.0" 4.S' �W � >m#12 SMS W/2-EYEWALL 48 16.0'16.0" 8.5" 8.5' 16.0"13.0"13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" ,i 1.13"MIN EMBED 6.1/4-20 62 14.5"14.5" 6.S' 6.0" 14.5" 9.S' 10.0" 4.0" 3.5' 6.5" S.S' 5.0" ZS" ZO° 3.0" 't 3n ARMOR INSERT W/1-1/4' 62 14.5'14.5" 6.0" 6.0° 14.5' 9.5" 10.0" 4.0" 3.5' 6.0" S.O. 4.5' 3.0" O 55 MACHINE SCREW 72 12.5'12.5" 5.5' S.0-111.0' 7.5" 7.5" 3.5" 3.0" 4.5' 4.5" 3.S' 20" 2.0" p EMBED 72 12.5"MS' 5.0" 4.5' 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.S' 3.5" p .� 110 -7.0" 7.0"'3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 20" 3.5' 3.0" = 310 7.0 7.0" 3.0" 4.0" 4.0'.3.5" 3.5" 3.0" p I�nD 200 3.S' 3.0" 3.5 3.0" 200 3S' 3.0'1 3.5" 3.0" 3.5" 3.0" 3 314 SMS *14 WOOD 5 48 16.0"16.0" 3.01116.0"16.0"16.0" 8.5" 8.0" 16.0.16 T 16.0" 5.0" 5.0" lZ0' Ci OR 1/433POWERS�/ TM0.D 62 16.0"16.0" 9.5' 9.S' 16.0"16.0"16.0° 6A" 6.0" 16.0"13.5'12-Y 4.0" 3.S' 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PEIIETCNTIGN 72 16.0"16.0" 8.0" 7.5" 16.0"16.0'16.0" 5.0" 5.0" 120"ll.s 10.0^ 3.5" 3.0" 6.D" 110 16.0"16.0" 5.0" 4.5" 10.5°11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 25" 25" 4.5' pj 4'NIN EDGE DISTANCE 200 9.0" 7.S" Z5" Z5" 4S' 9.0' 7.5" Z5' Z5" 4.S' 9.D" 7.5' 2.5" 2.r 4.5" d Spans Up To 6'-0" Spans Up To B'-8" Spans Up Tp 13'-0" A pp Iil0 LOAD CONNTYPE CONN TYPE CONNTYPE fOr>, Q^ ANCHOR (est) Cl C2 0 C4 C5 Cl. C2 C3 C4 C5 Cl C2 C3 C4 I CS ANCHOR SCHEDULE: WOOD (G=0.42) ' tE 5/16'IIW TAPCON TCL W/ 48 16.0'16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5" 9S' 15.5'2-1/4'MIN.EMBED 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"1ZS'1LS'16.0"16.0'16.0" 8.0" 7.0" 10.0" - 3/4"MIM EDGE DISTANCE 72 16.0°16.0'16.0"35.5'16.0"16.0"16.0"SO.S' 9.S' SS.S'14.5'IZS 6.S' S.5" B.0" Spa'L5 Uo To W-0" Spare Up To 8'-8" Spays Up To 13'-0' x 110 16.0'16.0"10.0" 9.0" 14.0"14.S'1ZS' 6.5' S.5" 7.5" 120"10.0" 5.S' 4.5" 6.0" riles �� CONN TYPE CONN TYPECONN TYPE 200 1Z0"10.0" S.S' 4S" 6A" 12.0"10.0" 5.5" 4.S' 6.0" 1ZO"10.0" 5.5" 4S' S.0" O ANCHOR (p5f)= Cl C2 tl C4 CS Cl C2 O C4 C5 Cl C2 C3 CA CS5/16'ELCD ULTRACON W/ 48. 16.0"16.0"13.5"13.5'16.0"16.0"16.0" 8.0" 7.4' 16.0. 9.5" 9.5' 6.0" 1/4'LAG SCREW WITH 1-3/4 48 16.0.16.0" 9.0" 9.0" 16.0"16.0"16.W' 6.0" 5.5" 16.0"16.0"16.0" 3.5' 3.S" 10.0" c 2-1/4'MIN.E14S D 62 16.0"16.0" 9.5" B.5" 16.0"12.0"12.5' S.S' S.0" 8.0" fi.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.4' 6.S' 16.0"16.0"16.0" 4.S' 4.0" 13.5'31.5"10.5' 2S' 25" 6.072 16.0"16.0 7.5" 7.0" 14.0" 9.S' 9.5" 6.0" S.S' 72 36.0"16.0" S5" 5.5' 16.0"16.D"1fi.0" 3S' 3S' 10.0° 9.5" 8.0' 2S' 20" 5.0"110 8.5" 8.5' S.0" 5.5' 6 110 15.0"14.5' 3.S' 3.0" 9.0" '9.0' 8.0" 2.0" Z0" 5.0" 7.S' 6.0" 20" 4.0" b O 200 I 200 7.5' 6.0" ZO"M ILA- 7.5' 6.0" 2.0"=4.0" 7S' 6.0" ZD" 4.0" G 2'MIN EDGE DISTANCE I14 SMS #14 WOOD 48 16.0°16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" SS' 16.0"11.0"ALS' 3.5' 3.5° 7.0" 5 OR 1/4'BOWERS TAPPER+ Cl C2 tl 04 CS Cl C2 O CA CS Cl C2 tl C4 C; 00 WILH 1-3/4'MIN THREAD 16 D"16.0" 7.0" 6.S' 16.0"14.0"]5.0" 4.5' 4.0" 9.S B.0" 7.0" ZS" ZS" 4.S' #125N5 W/2'EYLINALL 48 16.0"16.0"10.5"10.5'16.0"16.0"16.0" 6.5" 6.5" 16.D"12S'1ZS' 4.0"' 3.S' 7.5" 3 Pf31EfRATION 72 16.0°16.0" S.S' 5.S' 1fi.0"11.0"11.5' 3.5" 3S" 7.0" 6S' SS" ZO" 20" 3S' ARMOR INSERT W/2'EMBED (� 16.0"16.0-17.5- 7.S" 16.0'15.5'16.0" 5.0" 4.S'110.5-19.0- 8.0" 3.0" 5.0" 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" S.S' ZD" ZO" 3S' S.0" 4.S' 20" 2S' 72 16.0"16.0-16.5" 6.0" 16.0"12.5'12.5" 4,0" 3.5' 7.5" 7.0" 6.5' 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" ZO" ZS" 110 ILS'11.5" 4.0" 3.4" 7.011 7.0" 200 6.0" S. 3.0" a ANCHOR NOTES:SEE SHEET �1•f61TTBNICL@MVDDPE 10 FOR ANCHOR NOTES, 15-2338 z swr>: - - .e ID_-rTIa- z 9� S .. ``�� ,�ppCIF 649 KAR00,P.E ASSEMBLY ROUND WrnDOW `� L, BE EDGE OF ACCORDION 12"MIN FROM :LLQ,. No PE004654 - "--- SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION 0.125 `TOP OR BOTTOM SHUTTER BLADES 1 -{}0.125• '0•• - m n 0.032° 0.032•�F •' STATE OF o p 1—I' 'I �df iiO•��S•.,FLORIOP..: . �m �S woo wu 0.1%' O O NwOa 3.5•MIN ZQ >� O 0 2.0750 HOLE TO RECEIVE ROUND 111afff Q �� i w F• WINDOW ASSEMBLY TYPICAL Z�C gN 9 1 1-1 IMI Al x J __ W ° � 02.875` - {r 0.188' 2 875.0 HOLE(ID RECEIVE 3 03.250• ROUND WINDOW ASSEMBLY) Hal u MAXIMUM OF 3 WINDOWS ow ii �1 LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE N SABIC PLASTICS SUU43IT-UL-MHB E� ROUND WINDOW z LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV V 1 12'MIN FROM -2 n. EDGE OF SHUTTER, EDGE OF ACCORDION rn TOP OR BOTTOM SHUTTER BLADES 7.G v RECTANGULAR `• // z �' WINDOW ASSEMBLY .o 1 BLADE W1 ROUND WINDOW � E� EDGGEF ACCORDION 13 N.T.S. _f EXTERIOR ELEV D 0 r c Q 2.210' E o' pYpt— 0.145" 1.210• 0.145° 0 3.5'MINa a o o e g !3_ TYPICAL A OO I Vill 11 11 110 oo R1y� 1.500'x 6.000' OLE(TO yi RECEIVE RECTANGULAR hh11 c WINDOW ASSEMBLY) 1.500°x 6.000•HOLE(TO RECEIVE _ ri .161• MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE 093° 020° t RECTANGULAR WINDOW 3loll �� O o 0 13 N.T.S. EXTERIOR ELEV yyqq qq e0 DIA. aE 0.500° 0.500' o n So i Q -SL l l F� 3.5•MIN. RECTANGULAR WINDOW n RECTANGULAR WINDOW NOTES: axlf5 TYPICAL or---iASSEMBLY A (�') , 145 1. THE RECTANGULAR WINDOW SHOWN IN igy� 1 i 5/13 IS MADE FROM GE X110 LEXAN WITH o 0 0.355 0 c /' 0.075•MINIMUM THICKNESS. 2. F ��R FRAME FOR RECTANGULAR WINDOW MAY 0.145° i/ BE NYLON 6 OR POLYCARBONATE WITH A :/ MINIMUM THICKNESS OF 0.161•.ATTACH KLOWAaDPE I I TO BLADE WITH(6)#4 SS SCREWS OR 15-2338 CD LJ@ 1.056° 0.177° .355 BOLTS WITH NUTS. _ 97- SECTION A-A A�p�toeTv L �1 BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW r1313 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV