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a FIAMOADIPARTMOKOr 11 �� Business A Professional a f BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats®Facts I Publications Contact Us SCIS Site Map Links I Searchdr I Florida QProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved APPROVED Comments ❑ /'4PPROVEcD. As CORRECTED Archived ❑ ❑ FREVf AND RE3U6iVe 'f ❑ FOR YOU INFORMATION AND USE Product Manufacturer Town and Country I dusns, IN"C"OMPLETE Ml,3LAi{TTAL Address/Phone/Email 400 West McNab Rod r, Ft.Lauderdale,FL 309-' NOT APPROVED (954)493-8551 tomj@tctc-alum.com Checkingis only for conformance with the design tomj@tc-alum.com concept of the Project and compliance with the Authorized Signature Frank Bennardo information given in the Contract Documents. frank@engineering preCssnormtor is resp conensio!e for dimensions to be �flimed and co, ` elated at the jou e; for information that pertains solely to the fabrication Technical Representative Thomas B.Johnstor processes or ti:t�-(.iifiique5 . Onstruction;and for Address/Phone/Email 400 west McNab Rd coordinaLen of t`1t��►Y SII trades. Ft.Lauderdale,FL 3 3309 (954)970-9999 D tomj@tc-alum.com . ••. �-`.; D^ V Quality Assurance Representative �y _ — Address/Phone/Email Z Category shuttersTACE pF �Ic• Subcategory Accordion S Compliance Method Evaluation Report from a Florida fzt i t�ced'ArcFrt�ct o�% , ised Florida Professional Engineer • � S''O N ❑ Evaluation Report-Hardcopy ReceidEtl�i�ttt�tlttttty' Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Inst t pt) Quality Assurance Contract Expiration Date 12/31/2020 n�u,E� '���� Validated By ORLANDO L.BLANCO,P.E. �'►(�M�� O Validation Checklist, r�$,co�cZi�7ed'1Y,r OVw'"�`� Certificate of Independence FL13757 R6 COI Indeo 'odP • L�C'E/+��'° 1tl FL13757 R6 COI Inder2.pdf 13®CC FL13757 R6 COI Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ '`��Q� .v 9 _ No PEOD4654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _ O ZONE,AND THE INTE ATI FOR BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH o ag ((IRC��THIS SYSTEM MEETS MISSILE LEVEL'D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O% STATE of AS'TWI E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE Bio '•ftoRIOP,.•' Q DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE1 IYA REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE wu N FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN I«I L L i L L��� PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Ze<g, 6 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. Eq 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5z SAFETY FACTOR. Im Z m a S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W 9 z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PIAN VIEW B+ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. H 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd s 1.6 WAS USED FOR WOOD ANCHOR DESIGN. c . 7, DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE Q N G DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. a S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N'w SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME j PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER � 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR O N ,q'1 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMAnnor i l THE STRUCTURAL SUBSTRATES DETAILED HEREIN. .o'o§c 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z9 DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM w Z OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE L DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAk iNG HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS e INFORMATION: TOWN&COUNTRY INDUSTRIESTYPICAL ACCORDION d g FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E18R,E1996&E330 1 SHUTTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBERTABLE 2• 1 N.T.S. EXTERIOR EO n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4'0 OR 3/16'0 5052 ALUM.ALLOY. �� I 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10'. SPAN iii 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30 ABOVE $01 ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE d !> e 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-1/4" 1-518' 2-W 158• TABLE 1: 99" 3.1/Y 1-7/8' 358' 1-7/8• TABLE 1 NOTES: 120" 41w 2' 41/4' 2' 1. DESIGN PRESSURES SHOWN IN'ACCORDION .144- 42'7/8' 6' 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE •� MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: :fa SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.POSITIVE AT EACH ERPO SHUTTER SPAN. 2. - VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-RADE COUNTY AND BROWARD COUNTY POSITIVEVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 ` SHUTTER DESIGN oEBK:N SPANS IS NOT PERMITTED.FOR SPANS �3..N0 SEPARATION FROM GLASS IS REQQUIRED FOR INSTALLATIONS IN WIND _ SPS BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". LFI IPSFI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL '. 72' 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE, 99• 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 99 120' 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43 40 E1996.09. FPAN PROIECTION VARIES ��� K L,• rr� K 65�i9 nMWrP . } " 4' •� 4.874°MAX. �'•',... _ -I{}-0.115.115' I _� 0.062^ 0.450• °� 0.080° C*: NO PEO046S4 1.708" 0.100" 0.125 1.708° 0.100" �--1.830 0.06 0.080' 0.063' .: 0.195° __T %•S1'. 6rAre o.19s �o•o% o z,ezo•. ATp 0.060" 0.070" 0.060' 'n �. OF 0.125 0.630' 0.062•,•+., 1.908 <O to -r ^ 0.630' 1.993• i� RIDA L t 0.062' a 0.062' O'••......... 0.630' .. 0.630' -! II II-1- 1• 0.143' 0.09 -yam.: .0 �� t�0.971' (' 1. 70'-� }0.971' 0.143' N rrrrllll TTS W N i 0.200° f0.060° ,I a 0.630- 1.1120.7 I Z S S 0.062' I ' 0.200° y .. U 4 -1.069' �1•�9�1 ` / 0.630° 0.06 0.062 4. Eq 9Qu6 8 L = SUPPORT LEG OPTIONAL-//.,----, PTIONAL II O.20D' I 1.069' 0.062'00' Z� N9 5.745 MAX. 5.745'MAX. Y 1.069° 0.062' r W •+ z OWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ow� � SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE H O F WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL G ON ALL EXTRUSIONS _ .0.874°}- 2.6557' .n g ;til`• 2.1`9(5r^° 2.605.5510O•.lOiI 0.875" 2.19J5 S0.060° r. i1t.230 1.229' O0.75 Es Iogc ---2.655 ��l ,0.105' g G, �'r'2.362' __L__ 4.84' ?m 1.069° .� 0 0 of I t1 `U' si 1 'V + 31 © ry n •' j r 4.510°�0.105 n 0.105 , 1.069" i 0.105" I j `°' 0.075° ...� � i 0.075 N 6rf c t--- 4.510' .<- 1 __..��--__�__� i 0.994^.}•-0 0.044 3 0.781° -� --'- -•--..- -.-_--..-_., `1 NOL:TESTED THICKNESS OF a }----4.510' }--3.506' BARE METAL W/O PAINT IS 0.039° Fi O7 SILL O8 SILL ADAPTERgO EXTENDED SILL 1p EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLAD SCALE HALF SIZE E L SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 6h6 R 0.477. y1_�_y1 0.143' 0.143'�� 0.080'0.590 0.341' I 1.s70'�0 510° y� �� 06 0.070°__L0,245 1.708 0.143° 0.096• _ _ `.,!I 0.060° T 0.115° 0.080' 0.117' 4.753° 'f® E 0.090"�ry $ 0.096• a ep 4.510'- 0.080,N 0.080" O.OBOv I �WFKW P 0.044' 0.227° 0.682° 0.630'� 0.060' 11 `.11 O�Rt�tLBK�oRE 0 693 15-2339 NOTE:THICKNESS OF BARE 2.822° �--1.625° 0.420' gyp° METAL W/O PAINT IS 0.039' 0 006ag% 15 6.8 STREAMLINE STACK 1g RADIUS CEILING HEADER/SILL 17 6.8 STARTER Tg WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE _ SCALE:HALF SIZE w (_1 FRANK L EMNARD0 P.E \\1111111!/� �VE00/65/8 :rd c" 1.950' I\\ 1{ 0.125' 0.610' STAINLESS STEEL .280' -{ NYLON WASHER OR `���Q. --•u.' /// - . '�" ASSEMBLYTj.A Upi 0.357• 0.320"O HOLE .0 4 Ap 0.276' * NO p4 lo' a�qn 0 #10 x 2-3/4'410 HT S.S. _ p 004684 '0.680 I tS a m INSERTS SCREW W/TC ULTRACOTE }0.591° _ 0.050" WHEEL .;o O.ir 20•r INTO COATING T -�•: o N (-1.100"-}1-0.240• L� r TRACK (TYP 70P fi BOTTOM) N O.O6Y .11- ��p,•..�` op L` .r x NYLON BUSHING W/WASHER: ,j_ I ��sVo, •,.✓� I'1 T- S•MAX TYP.AT EVERY OTHER 0.870' 0.750• 7/16'0 x 1/Y 0 INTERIOR JOINT TOP 0.154'-} }-0.137• O INSIDE JOINT AT TOP. 7/16'0 x 1'®INTERIOR JOINT BOTTOM •/iqC ENG\? ZN CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ��111 1111111 19 ANGLE ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED k c SCALE HALF SIZE 22 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT (74 aug z� SCALE:HALF 512E NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE Z OR KEY/THUMB TURN OPERATED INSIDE. 7 }-}0.250' 23 BRASS PUSH LOCK W ~w SCALE.HALF SIZE 3:p R0.155° 1.978' 2.125• � R0.500' 4.000" 0.236' 1.742' 0.286" 1.603° 0.500' 0.623• 1.710' 1.224° 0.267• g F 0.790• 0.090° 0.319' 0.531° _ 0.531° m ri 0.064" 0 �^ 0. ° `?6, ^o d 09 2.250' m m 26 0.250" 't4l' o S, L-' 50.601- TIT 1 0.60T W d j 0.116' -Il} {{ a I I -� 0.224' 0. n j h n mm n a i i. N a$T---2.000' 0.060' 0. 0.240' + a + + o,2.750' 756" l 0,o.°BICcm 27 Cc ro RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476• 0160" 0222.1 r 0.240• 'UM SCALE:HALF SIZE SCALE:HALF SIZE 1.001 0.062'o,o62' 0• 0.176' 'R 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER l Ig}or SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE C 7 4.0.062' aEj Q S 13/16°WIDE }--}0.400' f•0 B •� . 5.500'x A 167• 7/16.0 STAINLESS a � STEEL NUT n _�- :16"0 _ n .. 0.125' 0.188' 'n 0". 0.438' 5/16-18x1 MACHINE SCREW • INTERNAL RSTAINLESS STEEL p�r N 0.121' �-4.500' t--}0.689' POWDER COATED,ZINC DIE-CAST HEAD STYLE VARIES 1.050' SECTION A T-LOCK ADAPTER T-SCREW INSERT THUMB SCREW 1 g@ i DELTA MODEL 2022 36 37 38 o• ,I 5 a d a INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE �` c �,0.254• 400 40b 40c u lS 35 BOX LOCK SCALE:HALF SIZE "' 0.319 SCALE:HALF SIZE 1- ENNEND STRIP 1" 149dll a �z.0oo"� 2" & 3" EXT �1.6z5°-{ }--1.500'-{ -}rp.1z5" +� I 0.125" SCALE. HALF SIZE . 0.050' 0.093° 0.126 I �' MINOR 0.065• ,. S 0.125 ODrDMiRR1YKLIBIWaOrE M 0.250" g N o.oas• -0,093* 15-2339 MCMy 9R PAM MGf DOCYQ �11 O2X7 ANGLE 2p-7,000 ALT. 1" END STRIP 21 1 5"x3"x0.093" ANGLE 25 2'•x3"x0.125" ANGLE 99 39 O SCALE:HALF SIZE O SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE • ` L�ETO/ARDO�PPE �. ANY ANCHOR PER ANCHOR EDGE DIST. �// SCHEDULE @ 18'O.C. EXISTING �` '� GLAZING DIST. •1••• .� SEE END STRIR` :0 ry SCHEDULE NO E004 .ANGLE EMBED {p n SPAN WHEN%W: LEG D RECITON ! 20r 40ar 40b�R,$OC, N EMBED. 17 (INTERIOR) II I I 0x+p,I�x 1/4• OR 6.8 START. O - 17 4 0i IY 17 MAX. WITH 21 OR 2 r, "R MIN.0.062"THICK 6063-T6 ALUM. ���t� 30 ANGLE 1'x 1"MIN.TO 2"x 5"MAX. 21 2s EDGE. (ANGLE LEG MAY BE REVERSED) DIST. FASTEN ANGLE TO TRACK W/ L7 . 38 ANY ANCHOR PER ANCHOR CO!10x1'SCREWS AT / I I V�j � SCHEDULE 0 18'O.C. RNER TOP&BOTTOM,AND 5 1aa l 13 t3 t3 ATTACH 2" 6.8 STARTED W/ (p 13 t12 x 1/2"GALVANIZED OR S.S.SMS, t12 X 1/2'GALVANIZED OR Z �£ 30 S.S.SMS 3/16'0 ALUM.POP W N 6.80"(7YP.) 3/16'0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT®38'D.C. ALTERNATE END STRIP DETAIL BOLT lk NUT 0 18•O.C. (EXTERIOR) 5/16-18PUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE v3R � r INSERT(M AT 1/3 SPAN TO 2/3 SPAN SCALE:3*'-1•-0" ANY TRACK W/ o w 6 TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p 5HOLE SHALL BE 3/8'MAX WIDTH,UP TO SPA 5 SCALE.3"=V-0" 1"HEIGHT. 1'810(2.77 �• USE(1)BRASS PUSH LOCK OR(t)5/16-18 THUMB LOCKING DETAILS FOR INSET THREADED 2-BID(3.77 62 SC END ULE FOR INSERT 37 ATR/35PAN CENTER MATES ® SCHEDULE FOR MAX. W{ �� TO TO AN FROM SHOWN ON RANDOM BOTTOM OF SHUTTER. 30 DETAILS 3-BI (4.r) �u20SPAN Oa,H40b OR 40c, $� EN USING RECEIVING HOLE SHALL BE }s� I D: 3/8"MAX WIDTH.UP TO ( 13 w 62 1/4' OR 6.8 STARTER I. St 1"HEIGHT. 30 ALT. 62 10• $'R,R( AX, WITH 21 OR 25. .Zg* xo 1 9ff IC 4 40 Uj re SE APPROPRIATE -'m -•- - —-- -- — 1.6'x3• 45 93• - 4 20 STARTER STRIP E S PROVIDE CLOSURE l x0,Og3• 9 FOR 13 BUILDING CONDITIONS. "-" � �Cl 8• FASTEN STARTER STRIP (INSIDE) TO TRACK W/(2)#10x1" m ri SCREWS AT CORNER.TOP jp x0.112.6' ALTERNATE END STRIP DETAIL S BOTTOM. aSS SCALE:3"=V-O" ANY TRACK W/SCREW BOSSES. H Wit- I 0 ' zaR WFOR GREATER SPANS OR LOADS THAN 0 SHOWN IN END STRIP SCHEDULE.END g STRIPS REQUIRE A I•XI".090"CLIP ANGLE Sa V1 \ MDSPAN LSDIGANY ANCHOR EXISTING GLA55 ANCHORS 114.20 T TO END1T R 13 SCREW OR I/4.20BOLTT0 END STRIP. $q q y USE(1)BRASS PUSH LOCK 30 NU USE(1)BRASS PUSH LOCK (INSIDE) OR(1)5/16-18 THUMB t3 ¢ m OR(11 5/16-18 THUMB i II SCREW I 0 THREADED 30 r�aF SCREW 1 O THREADED °d INSERT (3'!7 AT 1/3 SPAN SILL INSERT 7 AT 1/3 SPAN z a o: TO 2/3 AN FROM TO 2/3 AN FROM g>11 a BOTTOM OF SHUTTER j I BOTTOM OF SHUTTER. (OUTSIDE) RECEIVING HOLE SHALL BE a 3/8"MAX WIDTH.,UP T 1"HEIGHT. 3 TYPICAL OUTSIDE CORNER CLOSURES �a CC1 S 3D DETAILS WO/CORNER POST -- --- — B f a NTS 13 30 owm"IMNtL6YNRCOPE 13 3t 21S 13 23 (OUTSIDE) 15-2339 SILL WPI - - 1—(1)BOX LOCK AT 1/3 �[ 1 SPAN TO 2/3 SPAN FROM n BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE" �y CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS gw SCALE:3"=1'-0" a .. FRANK L.BENW:RDLOLLe -,1 Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE SPACING Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT(1° 12"O C.OR SCHEDULE FOR MAX. ® #14 SMS @ 6"O.0 _Tr SPACING 1/2� (TYP.TOP&BOTTOM) -7.� rn bpN .7F ALUM. TUBE 1 • `p {J ~p 2FASTENERS • 0 m EACH ANGLE 6063-T6 ALLOY wl- �T'• SEE TABLE A FOR SIZE. 0 LA 5 R 6 OR 1"x 2"x 1/8" I I ALTERNATE THRU BOLT OR 2"x 2"x 1/8" I Cl CONNECTION TYPE MN.CLASS w ALUM.ANGLE o _..___ REFERENCE ANCHOR i f11 Q� "— SEPARATION 11 N IJ m SCHEDULE FOR MAX. 13 THREE 3/16"0 ALUM. ° 13 �� .�" �; I SPACING PER TABLE 2 = POP RIVETS OR - Ir I OR DO m m ac .4wsr THREE#12 SMS,TYP. ° 17 OR DOOR—yl X �'r 38 3/16"0 ALUM.POP ,. I i u Q=IxRIVE1!1 3 TABLEA(o� 77 CN18T0C (TYP OR 012 175 \.:.I`-=—_) /� ACTFRHq��\ 50 60R �2 �Q m _ 1 PRESSURE VS ALLOWABLE LENRH MAY USE MALE OR — u 21dY1/8' 3�UB° FEMALE LOCK-SLATPSF Rn N 13V 8!0 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 62 130' IBB" C5 CONNECTION TYPE Cl CONNECTION TYPE " GUIDE TO BUSHING A 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �O WASHER(TYP.) w � SCHEDULE FOR MAX. SCHEDULE FOR MAX. 3 02 119' 172• NTS \ SPACING19 K 92 114' 16V _ 14x3/4"SMS C@ 9"0 C 1- 9 g 102 110• 160' 1-' �� ANGLE TO TUBE CONNECTION l ^.! IY u0 101' 14T 2"x 2"x.125" 5 150 9T �1 TABU B(OG) EXISTING HOST EMBED. 6063-T6 ALUM TUBE 100 B8' 174' PRESSURE VS ALLOWABLE LENGLH/ STRUCTURE 5 CONNECTION TYPE PSF 2W HB(0 WI HI B/O EDGE DISTANCE REFERENCE OR HOR MAX �p g SCHEDULE FOR MAX SPACING p 62 113' 166• FASTENER 18"0 C. S Cb ALTERNATE BUILD OUT MOUNT SECTION 72 107' 1sT (USE ANY ANCHOR SHOWN 82 301• 14T IN ANCHOR SCHEDULE) SCALE:3"0 1'-0" ut 92 97 139' dflafL 102 90` 132' �c R 120 g 83' 122' w 1� 74• 309` w , 200 r w 64' 91' w r m 3/16 RIVET OR#12 SMS 090"6063-T6 H MN GLASS• 73 7 A=O 18"O.C. OR 1/4-20 ALUM TUBE TYP. wgz EPARATION i Zu B B NUT&BOLT(TYP1 17 L aP� PER TABLE In 2(A, 1111 i 3/16"0 ALUM.POP pJ a s GLASS X c z m X71 RIVET OR#12 SMS �r a O:aQ �6 ALUM. TUBE a a OR DOOR g 6063-T6 ALLOY (0118"O.0 ITYP) �n f oyr �ia12�� $gA SEE �B FOR SIZE. 2"x 5"x 1/8" U 2 FASTENERS x CONTINUOUS bst Ysl ! EACH ANGLE ALUMINUM ANGLE 66 @@ 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE �5 3 16 F THREE 3/16"0 ALUM. S6 6 ALUM.ANGLE,TYP. 17 ORIENTATION TYP. 17 w o POP RIVETS OR 5p 17 THREE#12 SMS,TYP 0 0 1"x 2"x 1/8" VA 4 CONNECTION TYPEC 13 OR 2"x 2"x 1/6" I 'gigs ALUM.ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX rf L USE MALE OR FEMALE SPACING OOIfRipiRN1ILIBNAlOOPE LOCK-SLAT EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING iGlm • (OUTSIDE) EE INSIDE SILL MOUNT SECTION rA#eo�lfanoFN #12 x 1/2"GALVANIZED SCALE;3"=1'-0" OR S.S SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS 9� NTS MACHINE BOLT&NUT SCALE:3"=1'-0" (dt 18"O.C. � I i I I FRANK L GENNAR00 P.E. tP 0/05 9 f' C5 CONNECTION TYPE 111E In•tt REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX. STRUCTURE O00> o: SPACING 1/4-20 MACHINE B06�'f�,/ ,Q GLASS o:m w"' GLASS w C1 CONNECTION TYPE S"MAX. OR DOOR w0 OR DOOR w w REFERENCE ANCHOR 19 W/NUT(al 12"O.0 DR l4 No r u Ln>• 1- >> SCHEDULE FOR MAX. #14 SMS(la 6"O.0= - j Q Z~ r w 2 w w SPACING 1/2'• (TYP TOP 8 BDTTBtp N SwQ� MN 19 =3 2 -b O MN. 13 X N N J GLASS N r m /2" , In 1/4"-20 THRU BOLT W/ GLASS Q m >f 14 x 1/2"SMS(al 12"O.C.' EPARATION X 2 z I- w r Q LOCK NUT 12"O.C.OR EPARATIO 2 Q PER (al PER M r F r OR 3/16"0 ALUM.POP TABLE 2 Q w p Qa p IA �5 OR(6]OR/ 12 x 1/2"SMS[a1 12"0 C E.S w r RIVETS(la 6"O.C. OR 1/4"0 F J M w o OR 6 J i�tS OR 3/16"m ALUM.POP TABLE 2 Z> / ls� RIVETS Lal 6"O.C. E.S. N 2 ALUM,POP RIVETS(D 12"O.C. Q w /"/1 k11�U R 1/4"0 ALUM.POP RIVETS U1 11 AND 3O w I-w 1 C 12"O.0 E S. MN GLASS CQ (� ASSEMBLY t/4"MAX.FROM PIN - SEPARATION 13 r w j Q m g 1/4"MAX.FROM PIN GUIDE TO BUSHING 2 p 7 60L 1/2"TYP. PER TABLE r O9 AND OD GUIDE TO BUSHING WASHER(TYP.) WASHER(TYP) w 2 I Z w W ASSEMBLY m GLASS N r 2-1< m W / t/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNEOULCTION TYPE OR DOOR--II X z O z C 0 W BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR u Q wi O Q y w / 4 CONNECTION TYPE DIST SPAC NGSCHEDULE FOR MAX. E uN tiO / EDGE REFERENCE ANCHOR Q gg 01ST. SCHEDULE FOR MAX. A / SPACING AS SHOWN w IN DIAGRAM ON PG.9 N 00 60R 3 CONNECTION TYPE wa 0 `i4+TI REFERENCE ANCHOR EXISTING CONCRETE, 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX FROM PIN / SPACING ALT FASTENER LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING N / ® REFERENCE ANCHOR / WASHER(TYP.) Y FROM BACK ANCHORS NOT RED'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 W WITH THIS LOCATION dd PIN GUIDE TO SCALE�3"=1'-0" SPACING � 5 CONNECTION TYPE BUSHING WASHER Oq INSIDE MOUNT SECTION REFERENCE ORANCHOR MAX y ' (TYP) SCALE 3"=1•-0" SCHEDULE FOR MAX � EXISTING CONCRETE, SPACING w�0.�'� BLOCK OR WOOD FRAMI EMBED Z` \ / CD BUILD OUT MOUNT SECTION TYP 00TTOM EXISTING CONCRETE, SCALE:3"=1'-0" BLOCK OR WOOD FRAMINGE EDGE IST EXISTING g NOTE:FOR DETAILS A,B.D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE SF THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS m SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND ISA m EO SPACING SCHEDULE FOR MAX RMINIMUM OF 72"LONG THE SILL OR CEILING TRACK w _ 5 6 SPACING 14�I'1 S USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 N OVER THE GAPS BETWEEN SECTIONS. 1 R 2 w � r M r a 1.OI p GLASS w 1-7 0: ORAMIN GLASS 13 N w w w w w 012 x 1/2"SMS(00 12" EPARATIO 2 Z u �-w]D w w F D.0 OR 3/16"0 ALUM. PER ul m ul I p q 89P9P r w D POP RIVETS(a1 6"O.C. TABLE 2 X CIZ� GLASS OR KN p,A 13 =Z him y���¢ � e r =w Z OR 1/4"0 ALUM POP Q Q DOOR V7 r z"m i7 'MIn. RIVETS 12-OC Y $a u40Q M7WRAMING GLASSN r ZO N of @) w:! PER TABLE 2 X w 0 Z I- SEU' - Q £J p Q zozr r a Q wo:Q OT ANDOB " FROMPIN '-'wSCREW&NUT LaIHINEF�OwASSEMBLYHING2"O.C. YP. WASHER ITYP.)GLASS1/4"MAX.FROM PINOR DOOR MAX.FROM PIN m w O W 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING E TO BUSHING WASHER(TYP)HER ITYP) EDGE REFERENCE ANCHORTING CONCRETE, DIST. SCHEDULE FOR MAXCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 1$-2339 MING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. "x 3"x 1/4"CONT 3 CONNECTION TYPE #12 x 1/2•"SMS Lal 12" SCHEDULE FOR MAX SPACING �A6l GEMI�F10711 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING ALT.FASTENER EXISTING CONCRETE, LOCATION.FRONT AND AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 9 6"O.C. BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION �9 D ORIVETS Cal 12"0 C. O O WALL/BUILD OUT WALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION SCALE:3"=1'-0" SCALE:3"=1'-0" SECTION 00 SCALE:3"=T-0•' MN GLASS G16KL SENNARDO,P.E. w .. .. .111 YPEOOJq'�g GLASS SEPARATION z lf, OR DOOR PER TABLE 2 -@-a 0 �� •• O= /' GLASS OR r�U DOOR No ' Q P D4654 ' Z :7f Z w Q DOORS OR MN GLASS �I N w SEPARATION _ro • E�-•F= r ix PER PER TABLE 2 � v Q=K rPER ASS STA TION 0: 1 jmwLE 2 ® •N S Ftof I y Os q IA VI za to In 2 V� J_ 13 ¢ w¢z 13 _ ZOO+ ' 1.45 I/2" 1 u z C1 CONNECTION TYPE Q J D:`^ L 2X m {— - 1/4"MAX.FROM PIN GUIDE 28 u u REFERENCE ANCHOR E 0 ZN I TO BUSHING WASHER(TYP.) a s SCHEDULE FOR MAX u a W u"In TWO 1/4••0 WOOD 250•• SPACING ¢N %E.. LAG SCREWS()24•' C4 CONNECTION TYPE -1 .250" ow O C.MAX WITH 2" REFERENCE ANCHOR I� w W THREADED PENETRATION o SCHEDULE FOR MAX. N� •'T'•INTO CENTER OF 2X STUDS /m SPACING A N 18 86 _ EMB."T' 14 SMS Col MIDSPAN BETWEEN /E E GE 'STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD& TUBE CONNECTION STUCCO FINISH 1"x 4"x 125" 6063-T6 ALUM TUBE P ODECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w49 = THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=V-0" SCALE:3"=1'-0" Kk{{ g EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. 8 G � OWALL MOUNT SECTION THIS DETAIL MAYZ o SCALE+3"=1'-0'• ALSO BE USED TI' AT TOP se ACCORDION SHUTTERW Ix PER PRODUCT APPROVAL-\ -GLASS WF. o m MN GLASS OR DOOR I SEPARATION 13 = to PER TABLE2 EXISTING WOOD IG=0.421 �. APPLICABLE ATTOP z Z TRUSS OR RAFTER `�I�s�,( AND/OR BOTTOM X a X Q [a1 24"MAX.O.C. 1-1/2'9-1/2" F to 2'OR3° E N EXISTING FINISH MATERIAL 1/2'MIN 5 6 1/4"MAX FROM PIN GUIDE- 2"x S•'x 1/8"6063-T6 8 O TO BUSHING WASHER ITYP) ALUM ANGLE W/THREE S 2'x 3'x%1 x CONTINUOUS OR 2.1 ' 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG G 2"x 2"x Ye'x CONTINUOUS ° FINISH MATERIAL SCREWS WITH 2-3/4" I I w !e 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR "T"IN WOOD @ 5 6 1 0.9'MIN.THICK 6061-T6 ALUM TRACK X 1/4'•0 A325 GRADE THRU BOLT(o)7'•O.C. EACH RAFTER OF TRUSS, y) 9 ANGLE FASTENED 70 FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT Cul 12"0 C 24••0 C.MAX.WHERE �!I e MACHINE SCREWS AT 3'FROM ENDS GALV OR S.S. EXISTING 3 KSI CONCRETE - - AND 9'O.C.FOR THE BALANCE ANGLE EXTENDS BEYOND HOST STRUCTURE WITH EM p 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN ¢ C V40 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB 6". EXTEND ANGLE TO w Ipg 1 3'FROM ENDS AND 4'O.C. 2-1/2•MIN. STRUCTURE(3000 PSI MIN) OR 1/4'•0 LAG SCREW(l0 9"0 C.W/1-7/8" NEXT TRUSS. FOR BALANCE WITH 1)4 MIN EMB IN WOOD SG=0 42 TO 0.55 MIN EMBEDMENT AND 2S4' MAX.DESIGN LOAD AT S•-O'MAX SPAN: EXISTING CONCRETE. 13 = MIN EDGE DISTANCE, 162 P.S.F. r z u m STAGGERED WITH 3'MIN, HOLLOW BLOCK OR / M o w Q croPlwnRlwwt4rBelNmorE MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE X z 0 z r SPACING,TIP. f 2"x 5"x ANGLE CONT. m ¢ 52 P.S.F. ANCHOR SCHED. ¢� 15-2339 �• ALUM ANGLE 16063-Tb) •D, BASED ON TYPE OF BUILDOUT MOUNT E u n - HO STRUCTURE a PA04 eescpmn l s SCALE:NTS IMAX.DESIGN LOAD_72 P S F) Hb PASS THRU DETAIL 99 SCALE 3••=1•-0•• O TRUSS MOUNT SECTION @w SCALE:3"=1'-0" 8 EXISTING HOST ALT.LEG DIRECTION fLWIxL BBJNAR00,f'�E STRUCTURE 1/4-ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN !'Q-2 �9 'M65(.9'II%j"�16r�x 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2° SPACING,AND 3°MINIMUM EDGE DISTANCE ',p / 6063-T6 ALUMINUM TOP OR BOTTOM - I AX (ANGLES PER BEAM END,SIZE 0 6549 O '- I 1/2' PER SPAN TUBE SCHEDULE Tf EMBED. SPAN TUBE PER - T DESIGN SCHEDULE EDGE OF ACCORDION ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 SHUTTER BLADES 12'O.0 OR 014 x 3/4•SMS 6'O.C. :��'• •. $gj 7YPIMCAL - 1/2'MAX. ,� ''psis �,ii • 3'MIN 3 16 H rg M 2.875.0 HOLE(TO RECEIVE D15TANCE '�U)~ Z =m x MIN.GLASS 13 Z ROUND WINDOW ASSEMBLY) S MAXIMUM OF 3 WINDOWS EXISTING Il SEPARATION( o W PER EVERY OTHER BLADE G�DO00. O N D�: b i LIGHT-N-VIEW WINDOW s s EDGE 1/z°MAXW too B 8 N.T.S. EXTERIOR ELEV _ DISTAN In In &w� 5 6 Y 00 3 16 1/40'MAX.FROM PIN GUIDE �1+ ''ryy W d TO BUSHING WASHER ITYP I PI 13 £¢� 1/4-20 MACHINE BOLT W/NUT 0 w w ESS N T 1/2" ACHO12 'O.0 OR#14 x 3/4'SMS 6'O.C. 2.875.0 HOLE TO SPAN TUBE PER RECEIVE ROUNDti EMBED. I DESIGN SCHEDULE WINDOW ASSEMBLY Fx Y 1/2' (2)6063-T6 ALUMINUM L"d G IMAX. ANGLES PER BEAM END,SIZE 0 EXISTING PER SPAN TUBE SCHEDULE p g ce d HOST x/4.0 THRU BOLTS SEE BEAM Z STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN g EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM ^ FF 0.125' 0,125' SPACING,AND 3'MINIMUM EDGE DISTANCE {� C 0.032' 0.032' MAX.DESIGN LOAD 3 SPAN TUBE SECTION 0.196" / \ 8 N.T.S. VERT SECTION O 4 4Se ,1 SPAN TUBE SCHEDULE gFi \1 i—S-PA-N TUBE NUMBER OF ANCHORSNUMBER E MNU MANGLE ROUND TUBE SL4RTER TNRU410LT3 ANGLE LENGTH + WINDOW SIZE SPANOTTOMTOP BOTTOM TOP BOTTOM TOP BOTTOM ASSEMBLY TUBE TUBE TUBE TUBE TIRE TUBE TUBE aig i 60" 36.7 2 2 2 3 4' r98' 08.9' 2 2 3 3 r r �0.+26' 123• W.{• 2 2 3 3 r r �• ( 129.1' 167.0• 2 2 2 3 4' T S \ / 0.125 714.6• 124.1' 2 2 3 3 r' 7' � 123• 1 1028' 1 109.6' 2 2 4 4 1D' 10' — 10.188* 60' 1380• 1 198.9' 2 2 3 3 r02.875' 03 9B• I 122r I t66.r 2 2 3 4 r 10•.250' yg g ' 123' 1 116.4' 1 1375 2 3 4 6 10- 13' 60' 1881' f 240.0' 2 2 3 4 r 10' s / 2k10k W. 140.8• 228.8' 2 3 4 \ / 0.1876• 123' 1322• 203.1' 3 4 6 7 13' 10' 29 LIGHT-N-VIEW WINDOW \ / OC/fINYBLMM(LB48ISOfE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTESI x x x x 4'ANGLES FOR 2'xS'&2•x6'BEAMS. 15-2339 • .2. USE 2'xS'xl/4'ANGLES FOR 2'x8'&2"x10'BEAMS, scAm 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(LNCLUDINGSPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM 0 7. AAL.L BEAM AND NOT ALLOWED. TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE ))I) t046r r. 2.5'MIN EDGE DISTANCE ,� :....•/`/ Spans UO To 6•-0" Spans Up To W-3" Signs UO To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE �•• v= ANCHOR (Psf) Cl C2 I C3 C4 I CS Cl C2 C3 I C4 I CS Cl C2 I tl I CA 1 S *::• No PE004 d 1/4•ITW TAPCON OR ELCO 43 16.0'16.(Y-115.0-16.0'•16.0'1 16.0"16.0" 9.0"113.0"116.0"36.0' 9.T' 5.5" B.S' 145' ULTRACON WITH 1-3/1' 53 16.0"16.0"10.5'14.5"16.0'16.0'12.0" 7.0" 10.5"36.0"15.0' 7.5" 4.5" 7.S' 10.5' C N EMBED(3192pst MIN CONC) 62 16.0"16.0" 8.5" 12.5'116.0"16.0' 9.5" 5.5' B.5" IS.O"15.0" 7.5 4.5" 7.5 10.5' x) 70 160"13.0' 7.0" 11.0'•116.0'15.5' 8.0" 5.0" 7.5" 11.5"1S.0" 7.5'• 4.5' 7.5" 10.5' 7 / 8 COMBINATIOf%0, STATED Z 253 $ ' cl 100 15.0" 7.5 4.5" 7.5" 10.5"15.0" 7.5' tl�6 5" 10.5•'15.0' 7.9' 4.S' 7.5 10.5' 2 x S(TYP. 9 / 10 COMBINATIOFY� �(ORID 1/4'MILLENRM MILLFASi 43 16.0"16.0"15.0'116.0"16.0"16.0'•1fi.0" 5"16.0"16.0" 8.S' S.5" 9.0" 13.5' �i ss ••..... IN CONCRETE)WITH 1-3/4-EMBED(3275ps1 62 16.0"15.0" 8x5 113.0"16.0"16.D"18.5" 0",USS"13.5" 7_0" 4.5" 7.5" 9.S' O ' /� A� _ 7u70 16.0"12.0" 7.0" 11.0"16.0"14.0".60 7.0" 0" 10.5'13.5" 7.0" 4.5" 7.5^ 9.S' ff1111 100 13.5' 7.0" 4.5 7.5" 9.5" 13.5' 7.0" 5" 9.5" 13_5' 7.0" 4.5" 7.5" 9.S' 1.1 1/4•ELCOCRETEFLIX554 43 16.0"16.0"16.0'16.0"16.0"16.0"16.0"1 .0"16.0"16.0"12.5' B.0" 13.0"16.0" 1 x 5(TYP. 2 x 5(TVP.) WIV/2-EMBED(3350ps)MIN 53 16.0.16.0" '1 "160"160'16.0"1 .5'•16.0'16.0"10.0" 6.5" 11.0"14.0'CONC) 62 16.0"16.0"12.5'16.0"16.0"16.0"ILS" .0•'16.0"16.0"10.0" 6.5" 11.0"14_0"70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" .5"15.0"16.0"10.0" 6.5" 11.0"14.0" ul IK C=u 100 16.0"10.0" 6.S" 11.0"14.0-116.0-10.0" 6.5'111.0`1114.0"116.0-110.0" 6.5" 11.0"14.0" ow 6i 1'MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING .wig a n tl er C5 I a Q tl 1 u I CS a a tl u CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'IIW TAPCON OR ELCO 43 16.0'•16.0"17.5" 8.0" 16.0"16.0"16.0'• 5.0"I 5.5"116X 16.0'• 9.0" 3.0" 4.0" 19.0" _ C2 CONNECTION TYPE USING PIECE ® WITH OUTSIDE ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5 6.5•' 16.0"16.0"12.0" 4.5" 36.0"It.S M7.5-' 10.0"l .0" ANCHORS ONLY EMBED(3192psl MIN CONC) 62 16.0'•15•S' 4.5" 5.5" 160'16.0" 9.0" 4.0'• 14.S"14.S" .0" - C4 CONNECTION TYPE USING PIECE®WITH 70 16.0"12.5' 4.0" 5.0" 16.0'15.0" 7.5" 11.0"14.5 0.0" OUTSIDE ANCHORS ONLY100 14.5' 7.5" �/ 100"I4,S' 10.0"14.5 0.0•1/4'MILLENIUM MIU.FAST 43 16.0"16.0"11.0'•13.5'16.0"16.0"13.0' 6.5 9.5' 16.0"13.0" 0.5"WITH 1-3/4•EMBED(3275p5 53 Ifi.O"16.0" 8.0" 11.0'16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5' .5 ANCHOR NOTES: MIN CONCRETE) 62 16.0'11.5 6.0" 9.0" 16.0"13.5' 7.0" 4.0'• 6.5' 11.0"10.5 .5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~ -�. 70 16.0" 9.S' S.5"18.0`1 16.0"13.5' S. S.5" 8.5" 10.5' S.5" 5.5'• 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ' 100 30.5" 5.5" 5.5' 7.S' 10.5' 5.5 5.5" 7.5" SO.S' 55" S.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). lag a: Z 1/4'ALL-POINT5 SOLID-SET 1-I/4'MIN EDGE DISTANCE S ANCHOR W/7/B'EMBED BNCl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 tl C4 CS 2• ENTER ANCHOR SCHEDULE BASED E. THE T DESIGN G STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW16.0'16.0" 8.9' 10.5"16.0"16.0"12.0" S. 7.5 16.0"12.5 6.5" 3.0" 5.0" 10.0" UAL 70 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ppp (3000p51 MIN CONC) 16.0"15.0" 6.5" B.0" 16.0"16.0" 8.5 4.0" 6.0" 15.5 10.0" 5.0" 4.0 7.0" OR EQUAL TO SHUTTER SPAN. 16.0"11.0' 5.0" 7.0" 16.0"12.5" 6.5 3.5" 5.0" 30.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 16.0' 9,0" 9.5" 6.0" 16.0"10.5 5.5 3.0" 4.0" 8.0" 10.0" 5.0" 9.0" 7.0"100" 5.0" 4.0" 7.0" 10.0" 5.0' 4.0•' 7.0" 10.0•' 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY R CONCRETE ASTM SCH NOLLOW CONCRETE BLOCK R T WOOD FRAMING.REFERENCE ING STRI SCHEDULE FOR PROPER3•MIN EDGE DISTANCEAN ALL-POINTS SOLID-SET ANCHOR TYPE BASED E TYPE OF I.N DETA STRUCTURE AND APPON OF TE ANCHOR W/7/B'EMBED ACl C2 tl C4 CS Cl C2 tl C4 C5 C1 C2 tl CA CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4.20 SS MACHINE SCREW 93 16.0'16.0"16.0"16.0"16.0"16.0"16.0' 11.5'16.0"16,0"16.0"11.0" 7.0" 13.0"16.0" rQ .o0 (3000psl MIN CONC) 53 16.0"16.9 13.5'16.0"16.0"16.0'14_0" e_5" 13.S'16.0"16.0" BS" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 14lBr.l s 62 16.0"16.0"10.5'16.0"116.0"16.0'11.0" 7.0" ll.d'16.0"16.0" 8.5" 5.5 9.5" 12.0" ONLY. l 1 14 •yam 70 16.0'15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13:0"16.0 B.5" 5.5 9.5 12.0" p"`.o 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" B.S. 5.5" 9.5"112.0'16.0' 8.5' S.5" 9.5" 12.0"16.0" 8.5" S.S' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT it 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4•POWERS 55 DROP-IN FINISHES. . W/1/4-20 SS BOLT AND Cl %4.W C4 1 CS Cl cz tl u C5 Cl C2 tl 04 CS 1"EMBED(3000p51 MIN 43 16.0" 6.0"16.0"16.0"14.0" 8.0" 12.5"16.0"14.0' 7.5" 5.0" 8,0" S1.S' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS $$ CONC) 53 16.0" 14.0"16.0'16.0" 9.5" 6.0" 10,0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" MEMBER$NOTPLYWFY 000.FASTENERS TO PL1MI�D I*�UACCEPT�ABDEONrILIY WR 62 16.0" 12.0"16.0"19.5' 7.5' S.0" 8.5" 11.5"I1.S' 6.0" 4.0" 7.0" 8.0^ s •� 70 16.0" 10.5'16.0"12.0" 6.0" 4.0" 7.5" 9.0'• 11.5. 6.0" 4.0'• 7.0" B.0" STDE CLO�URE PIECES. tq q rJ q '�� 100 11.5. 7.0" B.0" 11.5' 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER R K U K 3-1/2•MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2•x 4•(MIN. WOOD SND.3 4- si 1/4•POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMWCa. UG SCREWS SHA L u W/1/4.20 SS BOLT AND Cl C2 tl C4 CS Cl I C2 I C3 C4 1 CS Cl C2 C3 C4 I CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. F� 1'EMBED(3000PS1 MIN 43 16.0"16.0'15.0"16.0"16.0"16.0"14.5" 9.0'• 13.5•'36.0'•15_0• 7.5" 5.0" 9.0" 12.0'• 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1//2ENGAGEMENT OF THREADS IN 5 CONC) 53 16.0"16.0"10.5 15.0"16.0"16.0"10.0" 6.5"LOS"16.0"12.0" 6.0'• 4.0" 7.5 8.5•' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER a �� • 62 16.0"13.0" 8.0" 12.5"16.0"1S.0" B.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5•• HEAD(SIDEWALK BOLT),U.O.N. @. y 70 16.0"10.5' 7.0" 11.0"16.0"12.5 6.5' 4.S" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5• 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ffffii 100 12.0" 6.0" 4.0" 7.5 8.5" 12.0" 6.0"14.0- 7.5" 8.5" 12.0" 6.0" 4.0" 7.5 8.5 T MIN EDGE DISTANCE DESIGNATES ESSIGNNUT OR WASHER ANCHORS NHO S WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, ' �Q •325M5 W/2'EYEWALL Cl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 C4 CS 0WY? flML@NYi00P8 ARMOR INSERT W/2-EMBED 43 16.0"16.0-1114-114&'16.D"16.0-116.0" 7.5" 10.0"16.0"16.0' 9.0" 4.5" 6.5 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 1.52.339 (2000ps1 MIN CONC) 53 16.0"16.0" 8.5'• 11.0'16.0"16.0"11.5' 5.5•' 8.0" 16.0"14.0" 7.0" 3.5' S.5' 10.0" _ { 62 16.0"15.0^ 7.0" 9.S' 16.0"16.D" 9.0" 4.5 6.S' 14.0"14.0" 7.0" 3.S' S.5 10.0' 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALES - R o C� DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL vASe oesCSear3oMS 70 16.0"12.0" 6.0"16.0" 16.0"14.5" LS" 4.0" 6.0" 10.5 14.0" 7.0" 3.S' S.5 10.d' CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.S' 10.0'14.0" 7.0" 3.5" S.5" 10.0"14.0" 7.0" 3.5'• 5.5 30.0" 612 SMS W/2.75'EYEWALL 43 16.0"16.0'•16.0"16.0"16.0"16.0"16.0"10.0•'14.0"16.0"16.0'11.5" 6.0" 9.5 16.0" w ARMOR INSERT W/2.5' S3 16.0"1fi.0'•12.0"16.0'•16.0'•16.0•'15.0' 7.5' 11.0"16.0"16.0" 9.0" S.0" B.0" 13.0' 9 EMBED(2000ps1 MIN CONC) 62 16.0"1, " 9.S' 13.5 16.0"16.0"I1.S' 6.5" 9.S' 16.0"16.0' 9.0" 5.0" 8.0" 13.0" 70 16.0'16.0" 8.0" 11.5 16.0"16.0" 9.S• 5.5" 8.5 14.0"16.0' 9.0" 5.0" 8.0" 13.0" 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" Spam Up To 6-V' Spans Up To IMP Spans Up To 12"" % • �► NMI MMMMEMIM, 34/8 MIN- ;l EDGE DISTANCE CONN I CONN TYPE CONN TYPE ®rrim. IF M., EMM������m�EL� ®EE51MIN CONIC) rrwgFxu am M! Nunn" Fro mmm MOMMOR no Vail WE// r"' M MIN ©CONN TYPE CONN rfPE 1 m /;;!;/;/ % /;moi i M/// , , ® ;/;; %,;;;, will 1-1/4'E14BED m V//////"//// ii�IIIA,ia150/1 - muiAiAAAii Ai®AiiiA//v// iiAaiaiii iAi�iaa%iaaaaAa,aai /.�m�Aiiaii�iAiA,�9M/00/7Wi WOMM ///// / ////,iA//////////////i/////iA/////////%i////�%//// i.//////r,��� /.%//, m%////%//// ®®�®®�E��%////IMS®%//////////Ai%A/ t : . m %/ %/®�®jj jj m%��/j/i j [ Ail ® ®l/%/%/%/%®®®/ / %%%/%%%%/% e aI ��/// m��/ii/��®%// /////%/////.////A��i////////////%i//////////% mm'///////.'////�%%%//%////m%/%//%///////.%/%%//%////mMffimmm �/%/%/%%////%///A�/% • .: �m000mm0©0©m®m0m�00©0000 ©00® ®MMm�® MMP2®ZMU202 EMM"MUMMEW110/11M, COMO �m000©mc�oo©mo©oom�©moommoom© MIN /��i�i/m/MOniiii i m% ii/////j% aa/ ,.�� ■®©o©m©oo©mo©oomc�m©000mom0000 m��A//��////�M��////A//////Wo�///���///%///��A//A/////A/A///�c M �EME M a W/A a K aEM0W/////�M00/0AA� ///, %//j Em ME / /. %//////////////// %/� � � %//A,i///A�i/////////� i% //// // //AiiA/i%%//// •.• 10 'FRANK 4fiENNARDDANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK P.E. 2-MIN EDGE DISTANCE •• `` Spare Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'•0" • LIC 1 � r CONN TYPE CONN TYPE CONN TYPE (� _ ANCHOR � Cl I C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS =* No"E004654 132 SMS W/2"EYEWALL 43 16.0"16.0" 7.5' 9.0" 16.0"15.5' 8.5' 4.5" 6.S' 15.5" 8.5" 4.5" 4.0" 7.0" 3 ARMOR INSERT W/1-1/4- 53 16.0"10.5' S.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.S' 3.5" 5.0" = * _%o N EMBED 'A •• O♦ _ QQ���� 62 14.0" 7.5" 4.0" 6.0" 14.5' 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5' 5.0" .i =m 9� 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.S' 3.S' S.0" %D,p STATf OF m OO OO 100 7.0" 3.5"r11Z11A 3.5"15.0" 7A" 3.5" 3.5" 5.0" 7.0" 3.S 3.S' 5.0" %(dip -.40RIOP. ANCHOR SCE: WOOD (G=0.55) yz HEDUL ` � 3/4-MIN EDGE DISTANCE _ LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" c r CONN TYPE CONN TYPE CONN TYPE UP H _ ANCHOR (P� CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl I C2 I C3 C4 CS 8-1�r�r d 1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"16.0"16.0-116.01:17.5- 9.0" 16.0"16.0"14.5-14.5-16.0" 16.0" �+g S MIN THREAD PENETRATION 53 16.0"16.0" 8.5' 10.0"16.0"16.0"16.7 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" 13jL a W 62 16,0"16.0" 7.0" 8.5" 16.0"16.0"14.5' 5.0" 6.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" O W 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5' 4.0" 5.5" 16.0"16.0"11.5" 4.O" 5.0" 16.0" 100 16,0"11.5" 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0"16.0"I il•S' 4.0" 5.0" 16,0" u 7/16"WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5' 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED®1/4-20 53 16.0"10.5" S.S' 8.0" 16.0"11.0" 6,0" 3.S' 5.5" 11.0" 7.0"13.5" 4.0" 5.0" V SS MACHINE SCREW 62 14.0" 8.0" 4.5 6.5" 14.5" 9.0"14.5' 3.0" 4.5" 7.0" 7.0"13.S" 4.0" 5.0" o •d✓mm 70 12.0" 6.0" 3.S' S.5' 12.5' 7.5" 3.5" 4.0" 5_9' 7.0"1 3.5" 4.0" 5.0" I:Ci O �aa�p� 100 7.0" 3_5" 4.0" 5.0" 7.0"13.S' 4.0" 5.0" 7.0" 3.5" 4.0" K.F. 3 314 SMS OR 314 WOOD- 43 16.0"16.0" 14.5"16.0"161_7'16.0" S. 10.0"16.0" 5.0" 7.0" 16.0" !� SCREW WITH 1-3/4"MIN 53 16`0"16.0" 9.0" 11.5'16.7'16.7'15.0" 6;0" B.0" 16.0"IN 9.5" 4.0" 5.5" 13.0" W !� 3l THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" 16.0"16.7'11.5' S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" �rYi Fa 100 16.0" 9.5"14.0 S.S. 13.0"16.7' ce ANCHOR SCHEDULE: WOOD (G=0.42) Z�1-11 3/4-MW EDGE DISTANCE f �j Spans Up To V-W' scans Up To 813" Spans Up To 12'-0" o rn LOAD CONN TYPE CONN TYPE CONN TYPE -` 6 _ ANCHOR (Psn CI C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 I C3 C4 C5 1/4"LAG SCREW WITH 1-3/4 43 16.0"116.0- 9.0" 10.0--116.0"16.0"116.0" 5.5" 7.0"1 16.0"16.0-19.5" 3.5" 4.5" 15.0" m MW THREAD PENETRATION 53 16.0-116.0" 6.S" 8.7' 16.0"16.0-112.51 4.S' 5.5' 16.0-.15.0- 7.5" 3.0" 4.0" 11.0" r 62 16.0"16.0" 5.5' 6.5" 16.7'16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" "� 70 16.0"13.5' 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 100 15ri 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0- 7.5" 3.0" 4.0" 11.0" G314 SMS OR 314 WOOD 43 16.7 16.0" 8.5" 10.5'16.0"16.0"12.5' S.5" 7.0" 16.0"13_0" 6.5" 3.5" 5.0" 10.5" SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.7' 5.5' 16,0"10.5" 5.5" 2S" 4.0" 7.5' 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 65" 3.7' S.0" 10.5'10.S" S.5" 2.5" 4.0" 7.5" ngg0� 70 16.7' 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 7.5' 8§ 100 10.5' S.5' 2.5" 4.0" 1.'. 7.S' - ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a � 4"MIN EDGE DISTANCE Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 32'-D" LOAD CONN TYPE CONN TYPE CONN41,21-011 TYE 999 TS $ rp s ANCHOR (P� Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ggg G 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"116.0"16.0"116.W 15.0"16.0"116.0 16.0"115.0" 9.0" 14.0"116.0" 9 6tl 2-1/4-MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.5" 12.0"36.0" di CDrYg 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0" 12,0"16.0" 4 yi 70 16.0"16.0"11.5'16.0"16.0"16.0"12.5' 8.0- 12.5'16.0"16.0"12.0" 7.5" 12.0"116.0" 100 16.0"12.0" 7.5" 12.0"16.0"16.0"112.0" 7.5" 12.0"16.0"16.0"112.0" 7.5" 12.0"116.0" 5/16"ELCO ULTRACON W/ 43 16.0"16.7'10.5"14.0"16.0"�7.5" 9.S'116.0" 9.0" R O 2-1/4-MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0" 7.5"113.5"11.01, 6.5" COilAORRDN(LBMAROpPE m 1 2 16.0"10.7' 6.0" 9.0" 16.0" 6.5" 9.0"' 9.0" 6.5" 15-2339 70 216.0"16V " 5.0" 8.0" 15.5" 5.5" 7.0" 9_0" 6�5" SCAM - 0 100 5.4 6.5" S.5" 6.5" 9.0" 6.5" PAC!PROMPTIOM, 2"MIN EDGE DISTANCE C3 C4 CS C1 C2 C3 C4L-Y C1 C2 C3 C4 CS 312 SMS W/T EYEWALL 43 " 9.5' 11.5"16.7'16.0"14.0" 6.0" 8.0" 14.5" 7.5" 3.5" 5.5' 11.5'ARMOR INSERT W/2'EMBED 53 0" 7.0" 9.0"116.7'16.0" 9.5" 4.5" 6.S' 11.5" 6.0" 3.0" 4.S' 8.5" 62 0" S.5" 7.5" 16.7'14.5' 7.5" 3.5" 5.5' 11.5' 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 70 5" 5.0" 6.5" 16.7'12.5' 6.5" 3.0" 4.5" 9 FOR ANCHOR NOTES. 100 " 3.0" 4.5" B.S' 11.5' 6.0" 3.0" 4.5"