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HomeMy WebLinkAboutProduct Approval ira- t � Professional Regulation 011TL' SCIS Home I Loy In , User Registration I Not Topksi Submit Surcharge Stats&Facts PuP r bligtlons i FBC Sta}f j BCIS Site Map Links ! Search Honda 1 Product Approval g USER:Public User RECEIVED Product Approval Menu>Product or Application Search>ADolication Ust>Application Detail MOO JAN 17FL# FL13757-R6 Application Type PP YP Revision Code Version 2017 ST. Lucie County, Permittirg j Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engineeringexpress.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol odf FL13757 R6 COI Indep2 odf 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.odf FL13757 R6 Eauiv Eauiv2.Ddf FL13757 R6 Eauiv Eauiv3.odf 5ectlons from the code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products PL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions i Approved for use in HVHZ:Yes + FL13757 R6 II Dwg1 Ddf J Approved for use outside HVHZ:Yes I Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure I FL13757 R6 AE Evall.odf combinations and additional limitations of use. Created by Independent Third Party:Yes e 13757.2 6.8 Streamline Shutter j Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes ' FL13757 R6 II Dwa2.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A I Evaluation Reports Other: See installation drawings for allowable span/pressure i FL13757 R6 AE Eval2.Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 1 E.A. Essential Facilities Accordion ;Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. 1 Limits of Use Installation Instructions i Approved for use in HVHZ: No FL13757 R6 II Dwa3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 f Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 !Evaluation Reports Other: See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage, etc. Created by Independent Third Party:Yes azcF rest Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEo employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139S.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.s., please dick here. Product Approval Accepts: W ® hsU Credit Card Safe 6.8 STREAMLINE SHUTTER RAMKL BENKMDO,P}E. 0044549 F �...s.R FOR USE WITHIN AND OUTSIDE THE HVHZ `16 GENERAL NOTES: No PEO04654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - CODE SIXTH EDITION(_20171 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI NAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH ID IRC.THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN u o E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. sEcnoN STATE OF � 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE % '•°�ORIOp,:'% m 8 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REI REMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE JLf CI �I1 �li FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �ht 1 I'kn Ul N PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. E1886/0996/030. Z� vw u 4. DESIGN PRESSURES NOTED HERD IN EIN ARE BASED ON MAXITAS MUM TESTED PRES03 AND SURES DIVIDED BY1,5 0 EQ 6 SAFETY FACTOR, L 9 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W n IA ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PUN VIEW w a CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 Sf4 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS,WIND In LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. o w u 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 555 SHALL BE USED, 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. m e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q a CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALIRA z d DocuMENTs. HURRICANE PROTECTION -gam 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND TRACK II o=r SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION,AS A CONDITION TO THE BUILDING OFFICIAL GRAIITING HIS/HER APPROVAL LOCKING MECHANISM,SEE 3 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRYINDUSTRIES FORT LAUDERDALE FLTYPICAL ACCORDION MISSILE LEVEL D-ASTM E3889,E1996&E330 TAS 201 202&203 1 SHUTTER ELEVATION a b FLORIDA PRODUCt APPROVAL NUMBER TABLE 2• 1 N.T.S. EXTERIOR ELEV ry 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16, ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FAGLITIEB 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. SHRITTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. S 30'ABOVE >30'ABOVE S 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE it d 1 22. SHUTTER MAY 13E INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. @ 23, SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. CW340 -114" 1.6/8' 2318' 1.6/8" TABLE 1: 1.7A1' 3.6/8• 1 2'TABLE 1 NOTES: .118+ 2' �..�_1-1/A' 2"ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 2' 6' 2" SHUTTER SPAN SCHEDULE"ABOVE ARE TAE4J:2 TES-- MAXIMUM ALLOWABLE DESIGN PRESSURES Np SPAN SCHEDULE 1. VN2:DEFINED AS IAMIM OADE COUNTY AND BROWARD CO F[ORIDA AT EACH RESPECTIVE SHUTTER SPAN. - VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY ANDD�ROWARD_ UNT1' li rtRW1IL�MYmo9t POSITIVE NEfiAT1VE 2, LINEAR INTERPOLATION BETWEEN SHUTTER FT)FLID 15-2339 sHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN PRE88URE PRE88URE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A 1P8F1 (� DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'. PAM D11111110111311nM SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE 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-S/8"WHEN>30' or 70 7p ABOVE GRADE. '-S- LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMIT�D FQ(�SPANS.BETw THOSE 9 i 120- 63 63 `INDICATED ABOVE THE SEPARATION -GLASS-FOR-THE-114 iI('FIER SPAN SHALL BE USED. 6. SEPARATION mlz' 549VTSIDE"O E HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144- 43 40 E1996-09. MN.CLASS 1i I -�L,BE9NMARDO GLASS SEPARATION 2-� v'r to PER TABLE 2 13 ' / OR ODOR - ... w GLASS OR I U... F u a DOOR -�. NOP C Z GLA55 OR MN GLASS _ X LA0. DOOR SEPARATION 'n =O: MN GLASS W W R TABLE p 1:J =r r SEPARATION O: I-w I t W j PER TABLE 2 F N I wtS�F(D o S uX _ N r �t €€ T-- 11— iux I =o° ///O�I 0.. 3 !T- - 13 Q JrcA L7 ✓I t3 =ou cog QW� _$ _ _ /2" t o Ct CONNEC 110N TYPE a j�H z X L 9 r 1/4"MAX.FROM PIN GUIDE 2B u a REFERENCE ANCHOR Ou Z ©W 22BN TO BUSHING WASHER(TYP.1 Q N SCHEDULE FOR MAX. u 6 $•a w g Z TWO 1/4'•0 WOOD SPACING LAG SCREWS U)cc r, O.C.MAX H 2'• R4 CON ANCHOR 1 0.. o w W �TR�,� Vt TMRE O CENTER OF 2x`SZUOS ACING FOR MA%. D / EMB."T• 14 SMS�1 MIDSPAN BE WEE / w STUDS FOR TRACK TO 1"x 4" PLV WOO TUBE CONNECTION / EXISTING HOST STRUCTURE \ m STUCC INISH 1"x 4"x.125" 6063-T6 ALUM.TUBE P THIS.• ETAIL TO BE USED WHEN STUD SP NG DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w EXCEEDS TME MAX.ALLOWABLE ANCHOR ACING. SCALE 3"=1'-0" SCALE 3"=1'-0" K 6 G WALL MOUNT SECTION THIS D AIL MAY I 31 SCALE 3".V-0" AL BE USED i�� AT TOP aACCORDION SHUTTERPER PRODUCT APPROVAL 0 —GLASSo MIN SEPARATION OR DOOR 13D iAAPPUCABI.EATTOP ZPERTABLE2 O N " EXISTING WOOOIG=0.421 AND OR BOTTOM Q 40. a Z TRUSS OR RAFTER Q @ 24"MAX.O.C. 2"OR 3" 0 E ua1 EXISTING FINISH d MATERIAL tl— t/.";= W'MAX.FROM PIN GUIDE 1/Y MIN. 5(1 A x 5"x GLE 6063-76 i ii uoi ! p 2175" }�-�J TO BUSHING WASHER(TYP.1 ALUM.ANGLE W/THREE �i i •E� m 8& 2'x 3'x 'x CONTINUOUS OR 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG 2'x2"x%"xcoNTINU0t16 FINISH MATERIAL SCREWS WITH 2-3/4" ee11 gxlq A 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREAD ED 0.9'MIN.THICK 6061-T6 ALUM TRACK x PENHTR "T"IN WOOD QD 5 6 �"'1/4"0 A325 GRADE THRU BOLT�7'•O.C. EACH RAFTER CIF TRUSS, ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 = OR S/16"0 A325 GRADE THRU BOLT 1&12"O.C. 24"O.C.MAX.WHERE Sig EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3'FROM ENDS GALV OR S.S. ANGLE EXTENDS BEYOND e HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN / y �_ 1/L"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO 999 Y�`0 EILO ULTRACONS AT EXISTING CONCRETE HO5i n�' S"O.C.W/1-1/4"MIN.EMB, �+ 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW 0 9"O.0 W/1-7/B" NEXT TRUSS. �W � 3'FROM ENDS AND 4'O.C. W W FOR BALANCE WITH IY1 MIN.EMB. IN WOOD SG.0.42 TO 055.MIN EMBEDMENT AND 2�` MAX.DESIGN LOAD A7 5'-0"MAX SPAMI EXISTING CONCRETE,MIN EDGEDISTANCE, t62 P.S.F. HOLLOW BLOCK OR °1 L~L77_VQ 111111 COP111pRRINRLBKNRO PE STAGGERED WITH 3'KIN• MAX.DESIGN LOAD AT 6'-O"MAXSPANI WOOD FRAMING.SEE 2"x 5•'x 1/B'•CONT. x Z Z.- SPACING,TYP. *52 P.S.F. ANCHOR SCHEO. ALUM.ANGLE(6063-761 = a 15-2339 k O BUILDOUT MOUNT BASED ON TYPE OF A HD STRUCTURE xeALapi SCALE�NTS IMAX.DESIGN LOAD x 71 P S F 1 PASS THRU DETAIL Hb SCALE,3".1'-0' O TRUSS MOUNT SECTION �l SCALE,3". 1'-0" ANCHOP�.SCHWULEITNNICRETE-`''-----�._ FRANK L DENNM q'.P E. 2.5'MIN EDGE DISTANCE LOAD Speen UD To 8'-0` Spsns up To 8'-3" Spens UpUD To t2'•0" �r ��� ••i( ANCHOR CONN TYPE CONN TYPE CONN TYPE `� •�• FU CI I C2 C3 a I C5 Cl C2 C3 I C4 CS Cl I C2 C3 I C4 CS r �� d 1/4.1TW TAPC011 OR E1CO 43 16.0"16.0" 15.0'16.0"16.0`16.0"16.7 9.0" 13.0"16.0"16.0" 93" 5.5" B.S' 14.5' ULTRACON WITH 1-3/4' S7 16.0'16.0'L0.5"343"38.D"16.0'f2.0" 7.0' 30.5"38.0"15.0" 7.5" 4.5" 7.5' 10.5 * U -b N EMBED(3192Pd MIN CONC) 62 16.0"76.0' &S' 12.5"1&0"16.0" 9.5" 5.5" B.5" 15.0"15.0" 7.5" 4.3" 7.5" 10.5' U �t 70 38.0"13.0" 7.0" 11.0"16.0"55.5" -Jr 5.0" 7.5" 11.5"15.0" 7.5' 4.5' 7.5" 10.5" - Z a" 7 /t�COMBINATIOIf,C) B7ATI 100 15.0" 7.5" 4.5" 7.5' 10.5"15.0" 7.5' 4.5' 7.5" 10.5"35.0" 7.5" 4.5' 7.5" 10.5" T 9 / COMBINATION' �^I 1/4•M I AST 43 164"16.0"15.0'16.0"16.0"16.0'16.0" 9.0" 13.5"16.0"16.0" 8.5" 5 � �•••:;YORO WITH 1-3/4"EMBED .0"18.0"11.0"15.0"[16.0"16. .0" 4.5" 7.5" 0.5`MIN CONCRETE) 62 1&0"15.0" 8. 13.0" 16.0" B.5' b.5" 9.7 13.5"13.5" 7.0" 4.5" 7.5" 9.5" C3 //s/ �-70 16.0"12.0" 7.0" 11.0" 14.0" 7.0" 4.5" &0" 10_S"I&S" 7.0" 4.5" 7.5" 9.5" 111111 �>U 100 13.5" 7.0" 4.5" 7.S' 13.5" 7.0" 4.5" 7.5" 93" 13.5' 7.0" 4.5" 7.5" 9.S" a& a1/4'ELCO CRETEFLEX SS4 43 16.0"16.0"16.0'16.0" 16.0'16.0"13.5'16.0"16.0"16.0"12.5' 8.0" ]3.0"16.0' Y iYJ1NW/2•EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0" 16.0"16.7 10.0"15.5"16.0"16.0'10,0" 6.5" 11.0"14.0"CONC)p..�.�����«. 62 160"16.0"12S• . 0'10.0' 6.5" 11.0"14. uj11--•wW�x_ 70 16_0"16.7 10.5'16.0" 36.0"10.5" 7.0" 115"150"160"100" 65" 110"14,0" H100 16.0"10.7 65" 14.0• ow iJ 1"MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. c1 c2 n a _Cl c2 n u 6. 6. a © u C5 SPACING DIAGRAM FOR C2 Q C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ElCO 43 16.0"16.0 7.5" 0.01,116-01 16.0'16.0' 5.0"15.5-116.V 16.0" 9.7 3.0" 4.0" 14.0" 4Cp�p�11 Ip` EMBULTED ON WITH IN CO 53 16.0"16.0 5.5" 6.5" 116T4.0"12. CIE 0" 4.5" 16.0"14,5' 7,5" 10.0' _ CJ.'�ON NEC N Y TYPE USING PIECE WITH N TYPE USINGOUT ENDED(3192pd MIN CONC) 62 16.0"15.5" 4.5" 5.5" I. 9.0" 4.0" 14.5 14.5" 7.5" 10.0' Its` 70 16.0"12.5" 4.0" 5.0" .0' 73" 11_0"14.5• 7_5' 10.0' OUTSIDE ANCHORS ONLY y 100 14.6 7.b" .5' 7.5" 10.0"14`5' 7.5" 10.0' K 1/4•MILil:NIUM MBLFAST 43 18.0"16.0"11,0"13.5" 6.0'13.0' 8.5" 9.5" 1&O"130" 7.0" 4.0" 6.5" 10_5"WITH 1-3/4"EMBED(3275PR 53 18.0"164" B.0" 1I.0" 6.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES'MW CONCRETE) 62 1&0"11.5" 6.0" 9.0" 3.5' 7.0" 4.0" 6.5" 115. 10,5" 5.5" 5.5" 71, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING701& 9.S' S.5" 0.0" i.S" 5.5" 5.5` 8.5" 10.5" 5.5" S.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE100 103" S.S' S.S' 0.5" 5.5" 5.5" 7.5 10.5' S.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg l). 1/4'ALL-POINTS SOUD•SET 1-1/4'MIN EDGE DISTANCE •4��s5 d ANCHOR W/7/8'EMBED 6 C3 C2 tl C4 CS Cl C2 C3 G/ CS Cl C2 tl C4 C5 2. ENTER ANCHOR SCHEDULE BASED E, THE EXISTING STRUCTURE MATERIAL, =d1 Y 1/4.20 SS MACHINE SCREW 43 1&0"16.0" 8.5" 10.5"16.0"16.0"12.0 5.5" 7.5" 18.0"12.5" 6.5" 3.0" 5.0" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 3000 MIN CDNC EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ( PU I 53 1&0"15.0" 6.5" B.0" 16.0"16.0" 8.5" 4.0" IS& 15.5"10.0• 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E •� 62 !1:0'; 11.0" 5.0'• 7.0" 16.0"12.5' 6.5"1.3.5"15.01- 10.0"IO.d' 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 70 194" 4.S• 6.0'1 16.0"10.5 S.5" 7.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" 100 10.0' S.0' 4.0" 7.0' 10.0" 54' 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 1/4'ALL-POINTS SOLID-SET3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/1'EMBED 0. Cl C2 C3CA CS Ci C2 d CA cb Cl C2 tl CA f5 CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4.20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"116.0"116.0"111.5"16.0"16.0"10.0"11.0• 7.0" 11.0"16.0" CONNECTION TYPE. b (3000Ps1 M01 CONC) 53 16.0'16.0 13.5 16.0"16.0-116.0"1144' 8.5" 13.5"16.0"16.0" B.S' S.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE n 62 18.0"16.0" I&0`16.0"11.0" 7.0" 11.0'16.0"16.0' 8.5" 5.5" 9.5" 12.0' ONLY. F •� 70 16.0'15.0" 9.0"114.0-116.0"116.0"19.0- 6.0" 10.0'134"16.0" 8.5" 5.5' 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED A 100 16.0-18.51 S.5" 9.5" 12.0"16.0" 8.5" S.S' 9.5" 12.0^16.0" B.S" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2.5/8'MIN EDGE DISTANCE Ip"POWERS SS DROP-IN LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W11 SS BDLT AND Cl C2 tl G4 CS Cl C2 C4 CS Cl C2 tl C4 CS I FINISHES. I-EMBED(3000pe1 MW 43 16.0'16.0'14.0"116.0"116.01160'114.0"l B.D"112.5"116.0"114.0"1 7.5" 5.0" 8.0" ll_S T WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS s¢ , s CONC) 53 16.0"16.0" 9.5•' 14.0"18.D"16.0' 9.5" 6.0" 10.0'16.0"11.5" 6.0" 4_0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING a B e 62 16.0"12.5" 7.5" 12.0 16.0-114.5-17.5 5.0" B.5" 11.5"11.5" 6.0 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOO.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 70 16.0"10.0" 6.5" 10.5"116-011112.0-16.0- 4.0" 7.S' 9.0" 1t.5' 6.0" 4.0" 7.0" B.O" SIDE CLO�URE PIECES. 6 aHt�d� � 100 11.5" 6.7 4.0" 7.0" 8.0" 11.5" 6.0" COY 7.0' 8.0" 11.5" 6.0 4.0 7.0" 0.O" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 1/4"POWERS SS DROP-IN 3.1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4'(MIN.)WOOD MO.3/4- W/ DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL d d W/1/4-20 SS BOLT AND CI C2 C3 C4 CS Cl C2 C3 GI C5 Cl C2 C3 Of CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1"EMBED(7000ps1 MIN 43 18.0"16.0-115.0-:16.0"18.0"16.0"14.5" 9.0" 13.5 16.0"15.0" 7.5" S.a' 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN e CONC) __53_f6.0"16.0'105 15.0"18.0"16.0.100. 6.5" 10.5'16.0"12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PM MEAD,TRUSS HEAD,OR WAFER "� 62 18.0"13.0" 6.0" 12.5"16.0"15.0' B.0" 5.0" 9.0" 12.0"12.0" 6.7 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. U 70 16.0"t0.S" 7.0" 11.0"16.0"12.5" 6.5" 4.5" B.0" 6,0" 4.7 7.5" 8.5' DESIGNATES ANCHOR CONDITIONS WHICHARE NOT ACCEPTABLE USES. 100 12.0" 6.7 4.0" 7.S 8.5' 12.0" 6.0" 4.0" 7,5" 8.5" 12.0" 6.0 4.0• 7.5" B-5• Y MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, i12 SMS w/2"EYEWALL CI H3 tl GI CS CI C2 tl C4 CS CI C2 t7 CA CS NUT OR WASHER WINGNIfT. MP/RIRRRKLH11BR1�OPE ARMOR INSERT W/) EMBED 43 16.0"16.0"11.5'14.0"16.0'16.0"11 6.0" .5" 10.0"16.0"1&O" 9.0" 4.5" 6.5" 13.5' 11, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16.0 8.5" 11.0"16.0"16.0' .5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5' 10,0" 62 16.0'15.0' 7.0" 9.5" 16.0"16.0' .5" 6.5" 14.0"14.0" 7.0" 3.5" 5.3" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCAM- - 70 18.0"32.0' 6.0" B.0' 16.0"1q.S' .0'• 8.0" 10.5"14.a' 7.a' 3.5" S.S' 10.0' DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL [A�_ 71l4NtCONCRETE SCREWS TO HOLLOW BLOCK100 14.0' 7.0" 3.5" 5.5" 10.0•'14.0" .5" S.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" s12 SMS W/LYS"EYEWALL 43 16_0"16.7 16.0"16.0"16.0"16.0" 0.0'14.0"16.0"16.0"11.5" 64" 9.5" 10.0"ARMOR INSERTW/2.S 53 16.0"16.7 12.0"16.0"16.0"18.0' .S' 11.7 16.0'1&0' 9.0" 5.0" B.0" 13.0"EMBED(2000pd MIN CONC) 62 164`16.7 9.5" 13.5"16_0"1&a' .5" 9.5" 16.0"1&D" 9.0" 5.0" 8.0" 13.0" 70 16.0"16.7 8.0' 1I.5"16.0"16.0' .5^ e.s14.0"3&0. 9.dS.0" 8.0" 13.0" 100 16.0' 9.0" S.7 B.0" 13.0"16.0' 5.0" 8.0" 13.0"1&0" 9.a' S.0" 8.0' 13.0"