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01/11/2018-12:06pm Internl VAPro)ectsl Master Plan Sheet StorelWindows-Doors-Shutters1400 Wind Charts) ReferenceX2017 Windload Charts References12017_b FBC WIND CHART.dwg 6th EDITION- FLORIDA BUILDING CODE 20-17 ASCE - -- - - --- = 150 MPH MRH <_ 60' WIND VELOCITY 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 1 BASED.ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH MEAN ROOF HEIGHT INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW) _ INSTRUCTIONS FOR TABLE USE: 2 Mean DESIGN PRESSURES(PSF)-ZONE 4 - _ Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING i IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE ` Roof Area of Opening(Sq of Area of Opening(Sq Ft 3 URE BELOW LEFT OR INFOR ONP Y THERS. - Height 10 20 30 40 5. fight 1.1. ANY QUESTIONABL TO D THE MORE CRITICAL(EXTERIOR)ZONE 10 20 30 40 50 5. "1 2.IDENTIFY THE BUILDING M VE_ T FROM THE LOWEST GROUND ELEVATION.IF 0-15 ft "31.9 -30.6 -29.8 -29. ( � L 15 ft "39.4 -36.7 35.2 -34.1 -33.2 IQ MEAN ROOF HEIGHT CANN f PEAK(HIGHEST)ROOF HEIGHT. +29.4 +28.1 +27.3 +26. 14;2 . +29.4 +28.1 +27.3 +26.8 +26.3 2.1. ALWAYS ROUND UP F LE VALUE. 2. VALID FOR ALL ROO E EE AN ENGINEER FOR REDUCTIONS. 33.2 -31.8 -31.0 -30.,V `�� -40.9 -38.2 -36.6 -35.4 -34.5 3.CALCULATE THE TRIBUTARI4 _ $TION AS THE GREATER OF(HEIGHT 18 ft err +30.6 +29.2 +28.4 +27.8 +27.4 '` 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 3.1. OR SEETHE AREA BETSPAN LENGTHWEE STRUCiU "OPENINGS ONLYHEI vF WIDTH FTHIS CL DES A 1/3 THE HEIGHT REAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +31.3 +29.9 1+29.0 +28.4 +28.0 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft Q4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +32.8 +31.3 +30.4 +29.8 +29.3 +32.8 +31.3 +30.4 +29.8 +29.3 IN ACCORDANCE WITH CODE. -36.9 -35.4 -34.5 -33.9 -33.4 -45.6 -42.5 -40.7 -39.5 - 8 5._ S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6P43. NERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE W1IyTH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft G T)IE CRITERIA AS OUTLINED HEREIN. +35.2 +33.6 +32.7 +32,0 +31.5 35 ft +35.2 +33.6 +32.7 !CTI DE DESIGN IS BASED ON THE 3 SECOND GUON 2.4.1 AND CHAPTER 30 PART 1 OR ST(WIND VELOCITY)OR THE WIND VELOCITY&EXPOSURE SPECIFIED. WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 39.2 37.6 36.7 -36.0 -35.5 -48.4 -45.2 43.3 \2,1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +36.2 +34.5 +33.6 +32.9 +32.4 40 ft +36.2 +34.5 +33.6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37.1 +35.4 +34.4 +33.2 5 HVHZHIGH VELOCIITY HURRICANE FACTOR)WITH LOCAL BUILDING DEPARTMENT. 50 ft -41.1 39.4 38.4 37.7 -37.2 50 ft -50.8 -47.4 -45.4 43.9 42.8 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +37.9 +36.2 +35.2 +34.5 +33.9 +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 40.2 -39.2 -38.5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING TABLES AND CORRESPONDING WIND VELOCITY, NG DEPARTMENT AND PER&OTHER MIT HOLDER.NO WARRANTY TS LISTED HEREIN SHALL FOR 60 ft -42.7 -41.0 -39.9 -39.2--38.6 -=.fit -52.8 -49.2 -47.1 -45.7 -44.5 APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. 10. THIS SPECIFICATION DOES NOT FFER-A V D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 +37.6 +36.6 +35. +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH L� STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T ; CCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT `E-_. ANCES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID ICR -'CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE04 , EXTERIOR GHT EXPLAINED LEAST HORIZONTAL c IA m w z N v m��- . 1A zx0H00r=21+p DIMENSION m�'GT m G1 A m F"mn l a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M I�ROOF PEAK ROOF Z Z C 3` N HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 if m o O 3-1==�1 m Tn x HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. p 0 D D Z 9>m C 2 M z 0 CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN Ln In,r z-4 La r- D A a'n -p O X REQUIRED. ROOF 2 5 ® i O z(4 O n z m-2 m z-1 rn -1 3 MEAN 2 FAVE HEIGHT 'T'�-1 z m m"'1 3 D O m�l=I .nl a a ROOF ROOF '�..nDDzp�OyzP0 'M O D z r z r GI 0 I� ' I HEIGHT HEIGHT In z O�m O n z Gl ti.,= n W 11 Q O 0 90 In�mPtiivzDGlmnm D rn Q O 55 -1mz0-n0"_F_zM'-� 0 C Z (/I 5 ® 5 ® 4 �'a PLAN VIE' 1\0 G�z�=(n =i{icm m � nn 0 Til 1 a 5C p0'IrG1mD In 171 D COMPLEX m m;= z- r z (A T Z r ELEVATION '�,� ISOMETRIC CORNERSO p �+o IA aITT ;, o 0 o REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE __ ENGINEERING -O Z m� D O INIT ISSUE GSS TSB 03/05/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09!12 20 17 EXPRESS @ Z m \ rn, -D z REV 2014 FBC DGM TSB 06/10115 ` ch r UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: Z w m z m 160 SW 12th AVENUE, SUITE 106 n z :.j I1 m - DESIGN LOADS FOR COMPONENTS&CLADDING A- n in v DEERFIELD BEACH, FL 33442 0 n 1Z I� 1 A THIS DOCUMENT Is THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z m J �--+ - pV AND SNAIL NOT BE REPRODUCED IN I'i',JIE^,R PMT WITHOUT CERT OF RUTH#9885 0 -a�; 1.•.;\ ;; m WRITTEN CONSENT OF ENGINEERING E.tPn`c$$.ALTERATIONS, - in 6 d m ADDITIONS. OTHER MARK NGS TO THIS DOCUMENTMENOT ASCE 7 O E:HELLO@ENGINEERINGIXPRESS.COM Oz m e PERMITTED AND INVALIDATEouRCFR1TFICATION. ENGINEERINGEXPRESS.COM 2/26/2019 Florida Building Code Online x�x t BCIS Home I Log In i User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links. Search F Arida WIN{//► Product Approval 1 USER:Public User fT G Rr1 Product Approval Menu>Product or Application Search>Apoliwtion List>Application Detail 4. ® FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved I , 1 ` Comments Archived i 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 Bennardo 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 I Category Shutters Subcategory Accordion i 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L. BLANCO,P.E. 1 Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indep .pdf FL13757 R6 COI Indep2.pc�f FL13757 R6 COI Indep3.W I , 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 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKgqkMAsTBN9A%3d%3d 1/2 2/26/2019 Florida Building Code Online F� Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauro" Equivl.pd FL13757 R6 Eauly Eauiv2.pdf FL13757 R6 Equiv Ea,uiv3.pdf Sections 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 f Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.pdf 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 Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6,8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ;Yes FL13757 R6 II Dwg2,pdf 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 Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.p-if combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation•Instructions Approved for use in HVHZ: No FL13757 R6 II Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 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,pdf anchorage,etc. Created by Independent Third Party:Yes Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atatement::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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), I 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 emaiis 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 click here. Product Approval Accepts: M am 119 Z '��' �t�t31t Card https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2 6.8 STREAMLINE SHUTTER ////FPANK L.BENNARDO,PME. FOR USE WITHIN AND OUTSIDE THE HVHZ \�� GENERAL NOTES: I�:: No PE004654 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 INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE �uNLIMITED WIDTH IRC.THIS SYSTEM MEETS MISSILE LEVEL"D°AN INCLUDES ESSENTIAL FACILTRES AS DEFINED IN ,O'•. STATE of �a= E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '�� s'. <ORIOP,.•' ' w,, 8= DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE LL Pt REEQQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE / IIJbi FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. _ 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E3996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 -u S. 9$ z g S. THIS STEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND Z rcN FYI 1,CDfI ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W "w A CRITERIA 1S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N w 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zw LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a c w r 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE V) DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR RR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 uL'i SHALL BE USED. v z B. .THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N a r^ SITE. �w 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 a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. =a d 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 r a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 09 o 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. HURRICANE PROTECTION zm` �ggg 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM SEEAALED BY A LICENSED ENG N ER T SITE ORREGISTEDOCUMENTS ED ARCH BE ECfR PREPARED, DETAIL AND JUSTIFY THE TRACK DATED AND DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS ] INFORMATION: TOWN&COUNTRY INDUSTRIES $ FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1889,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203rQ a R FLORIDA PRODUCE APPROVAL NUMBER S N.T.S. EXTERIOR ELEV 11.A"rT,1 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16.0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL x'^^ Q BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a e 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. BE 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHATTER 1(e 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE i 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE +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" 1-5/8" 2-018" 1-518' r 99" 3-112" 1-718" 3.5/8" 1-7/8" TABLE 1: TABLE 1 NOTES: 120" 41/8" 2" 4.1/4" 2" 9 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 47/8" 2' 5' Y ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE e > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: �¢ SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED N D AS L LO COUNTY AND R THAN D COUNTY FLORIDA. f�RmRTTuw Le9rrlmoPE 2. ROA=1iVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCORI67� POSITIVE NEGATIVE 15-2339 DESIGNE SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3..N0 SEPARATION FROM GLASS IS REQQUIRED FOR INSTALLATIONS IN WIND - ' SPANBETWEEN THOSE INDICATED ABOVE,THE .. ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A scum - PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAW DESCV47MM (PSF) IPSFI 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 1-5/8"WHEN>30' - _ ABOVE GRADE. o� L 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM yul 144" 43 40 E1996-09. FRAN .. \\\\\1 L• /��AVC-0KLBE9NNARDO�P.E.a. PROJECTION VARIES \� 2.874° 4.874'MAX. }0.115" •SP i 0.062' 0.450' 0.080• =*:• NO AE004654 $ 0.125" FP 1.708' 0.100' 1.830" 0.062" 'V >f •�_ 1.708' 0.100' -T- 0.080' 0.063' 0 0.195' 0,096' L 0.195" o r 2.820" p N 1 �-- rt 0.060" 0.070 O.o6o° ry �'•., of .+� 0.125° 0.630° 0.630' 0.062"ti �1.9D8' •�ORIDA T t in "i 1.993'-{ '�i� / iJf'i to 8 0.062° 0.062" ,^. �- I 0.630 0.630" 0.143' 0.. �/�/ G /n p .�•+ --1--' �069'-f j-I,0.971 }0.971'{ 0.143" 1I 111111 1�\ WV, �N -�-1- �T'1' obso• i••o70"4 nW o =$G 0.062' x0.200' 0.062' �p.200' �f �1 0.06P' i 0.630' 0.06° " 00062' Z`� >V" 1.069' QQ 1.069' 3 _� �_ ; t �� Z LS.745"MAX. SUPPORT LEG OPTIONAL r1.069'4 0.062" 1 1.069' 0.062' 0.200" WN 9,., _ 5.745'MAX. $lid Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL cw�• SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE CI N WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"�- 1I--2.655" 0.875' a 2.195" I }--}0.510' {---2.195' 1.230 :I1.229' I I 0.105" 0.060' I H Nn O 'i �-O '�(��0-fi,.ai 1O-05J'�S�Cn°y�J • _Nof _I'II }I-} _I:.II O10 Mrn ON J'III:I 1I�'.'_O9° ^ I';.iiI' ti II/�I'IS_f�n 2.36L02L.�_J1I•I^ E ON mcacrc- e p3K �"ru mF 0.105'0.7 `t' 2.655' 7D.105 4.84'- -1069 .831' � ' 4.530' w 69' E1.0 0.075" SV j 0.105" 0.075' 4.510° 0. 4' "1 0 4.510' NOTE:TESTED THICKNESS OF 3.506° BARE METAL W/O PAINT IS 0.039 SILL SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/BLAD SCALE:HALF SIZE OOSCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 3 A SCALE:HALF S1ZE fuwL� 6 R LF SIZE d Sig. . ry 'ri 0. �0.180D.4'77" bN ••I(:1.570' 0 510 * T a,L-2 0.143" 0.143" 0.341' 06 1.708'� 0.143' 0.096"" 10590" 0.070' 0.245" L 0.060' 0.115" ®0.080• 4.753^ 1 0.117" 0090 ff 0.096" 4.510' 6-1 MOW" +C� gFF�� �MIMINE � �e 0.080° 0.044" 0.227' 0.682° 0.630• 0.060" �RRUWL9*10 RE 0.693° 15-2339 NOTE:THICKNESS OF BARE 2.822' �--1.625'-� }--Y 0.420' "�'I SCMA, I- METAL W/O PAINT IS 0.039• N�i�lr:olD�/ �. 15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER t8 WALL SILL CLIP 18b WALL SILL • SCALE:HALF SIZE - - - - --- ---- - SCALE.HALF SIZE__ _ _ _ _____ SCALE:HALF SIZE SCALE:HALF SIZE _ _ _SCALE.HALF SIZE FRANK L HEN SRW,P.L 1.950' ````lllllllll// SPED046549 3;•4_7w NYLON WASHER OR � �'rp,ItK P� t -j}0.125" 0.610" STAINLESS STEEL 280" 4 0' ALUMINUM ASSEMBLY 0.357•0.320.0 HOLE cw 0.050' 0.276° NO�' a O N RI !10 x 2-3/4"410 HT S.S. C;A;• X654 _ 0.880 0.05 WHEEL "u 0.120" INSERTS SCREW W/TC ULTRACOTE �-' 0.591" 1 ° INTO COATING m = 10 pNp n -1.100'-i X0.240' r TRACK (TYP TOP®BOTTOM) N 0.062"-tt- '�•.•�`2q 0p W I'I Y I l TYP.AT EVERY OTHER 0.750 7�//6 0LON x1/2'@ INTERIORSHING JOINTTOP/WASHER: 1- -1- �ii���'�R1DA --5'MAX. � INSIDE JOINT AT TOP. 0.870" 7/16'0 x 1"0 INTERIOR]OINT BOTTOM 0.154' -0.13T /�Nq� ENG LJ �� CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /11111 1111�� ° '_ 19 ANGLE HOUSING-ZINC COATED ZR jus 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT (� aug � SCALE HALF SIZE SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE Sg IN 8 OR KEY/THUMB TURN OPERATED INSIDE. SCALE:HALF SIZE SCALE:HALF SIZE W 1(fo7J � 222 N J T� t }o.2so• 23 BRASS PUSH LOCK $ W SCALE.HALF SIZE N W ssu R0.155 1 97g° 2.125' p ry R0.500" 4.000' 0.236" 1.742' 0.286° 1.603" 6R 1.710• 1.224 0.267" 0.500^ 0.623' 8 F 0.790' 0.090" 0.319• 0.531' - 0.531• m 0.064' n 0.2 X26. o o 2.250°� 0.09 _ c 0 6 r 0.60T 0.607" m 'N{ Y 0.250' I 0.1 81 ,��-0.224' O Nd 0.239" N vO1i n�m m n a j I u'^i• ry F e Q I {---2.000' 0.060" 0.4%' 0.240• 1 a�99 2.750•-'t 1.758• '1 1. M.F. $-. 91 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476° o.zao• zm 0.160• 0.222" I - SCALE.HALF SIZE SCALE:HALF SIZE 1.001° 0.062' r Y 0.062• 0.062' 0.176' 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER m s� SCALE:HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE p 0.062• E }--}0.400' .. ;ao• a 5.500"x 13/16°WIDE InIgg A 167• 7/16'0 STAINLESS 3 STEEL NUT R v�ypp' � 3D 0.125° N" 0 0.438• 'i 0.188" 5/16-18x1 MACHINE SCREW TYR 5/16"0 INTERNAL STAINLESS STEEL tt r~�i, 0.121' �f0.689° POWDER COATED,ZINC DIE-CAST THREAD 0 a.soo• _ SECTI ON A HEAD STYLE VARIES m v 1.050.4 3 g =B DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW -1 @ a a !3 INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE c -•0,254• 400 40b 40c ii 11118 35 BOX LOCK SCALE:HALF SIZE I "0.319 END STRIP 1" 10dd c SCALE:HALF SIZE 2000• X1.625" ~ 2" & 3" EXT l.soo^ Yro.12s° 6 0.125 SCALE: HALF SIZE d 0.050• 0.093° 0.125' 6 0.085" 0.125" ftP1AORPRNKL®MV✓flOPE c 0.093° m 0.250' g n 0.085' 15-2339 m SCAM - PARR OLi Fn M. 7.000' _ _ _ O2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE BENNAADO,P.E, ANY ANCHOR PER ANCHOR EDGE Dom' / SCHEDULE 0 18"O.C. EXISTING DIST. +..• GLAZING ` SEE END STRIFC SCHEDULE FOR IIA NO E004 ' .ANGLE EMBED SPAN WHEN.USI*G: t7 (INTERIOR) LEG D RE—N OR 408,TA kjq M EMBED. it II pp,,RIx� 1/4^ OR 6.8 STAR -R,N. � � O 17 .. MAX. WITH 21 OR 2fr� •. O ,7 MIN.0.062"THICK 6063-T6 ALUM. g 30ANGLE 1'x 1'MIN.TO 2'x S'MAX. 21 25 _ >i$i EDGE (ANGLE LEG MAY BE REVERSED) ri DIST. (F�A)STEN ANGLE TO TRACK W/ I z € 38 ANY ANCHOR PER ANCHOR ry1 Rx,'S R BOTTOM;AND S>aU q 3 SCHEDULE 18"O.C. ATTACH TO 6.8 STARTER W/ � 5 M m z 13 312 x 1/2'GALVANIZED OR S.S.SMS, 312 x 1/2'GA ED OR Z qa aa CCC111 13 +3 30 13 S.S.SMS 3/16'0 ALUM.POP W 6.80"(TYP.) i 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET Ori 1/4-20 MACHINE �"�LU" US (1)BRASS PUSH LOCK OR(1) MACHINE BOLT®NUT 0 18'O.C. ALTERNATE END STRIP DETAIL BOLA NUT 0 18'D.C. 3:v m (EXTERIOR) 5/1-6-18�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE yw°sw INSERT" AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-O" ANY TRACK W/ 01y ui TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .40 HOLE SHALL BE 3/8"MAX WIDTH,UP TO SF S SCALE:3"=T-O" 1'HEIGHT. 1'810(2.7' 62 108' 72 100' 182 84 USE(1)BRASS PUSH LOCK -4) OR(11 5/1612 -18 THUMB LOCKING DETAILS FOR 132 7 SV SCREW I 0 THREADED 2'8/0(3.7-) 82 95" SEE ENDSTRIP .6INSERT 37 AT 1/3 SPAN CENTER MATES ® 72 88' 0+.-8 TO 2/3 'N FROM SHOWN ON RANDOM ° SCHEDULE FOR NG BOTTOM OF SHUTTER 30 DETAILS 3'810(47) 62 ^� SPAN WHEN USINGdo- RECEIVING HOLE SHALL BE 13 72 78' 1/4" OR 6.8 20, 8STOARTER b OR � poft IL 14EIGHX WID7H,UP TO ap,IK Mql( WITH 21 OR 25. 1' HEIGH131 ALT•I-B/0 62 110' Ypi lC ` v 112 1" \ 40 40 USE APPROPRIATE 1.55G1' 45 3" 40 20 STARTER STRIP TO < PROVIDE CLOSURE x0.ow 52 BT FOR 857 83.0 81" BUILDING CONDITIONS.23 2+ FASTEN STARTER STRIP NSIDE) TO TRACK W/(2)4410x1"SCREWS AT CORNER.TOPALTERNATE END STRIP DETAIL BOTTOM.ANY TRACK W/SCREW SCALE 3"=1'-0" BOSSES. LLJ iN¢ 3 0 /-SILLg a W FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END V) O STRIPS REQUIRE A 1'x1'.090'ODP ANGLE ' (n MID SPAN USING ANT ANCROR ONTHE EXISTING GLASS � �' �I O Z ANCHOR SCHEDULE B 414.3/4'T" o fill v 13 SCREW OR 1/4.20 BOLT TO END SIRP. �ry him �!a USE(1)BRASS PUSH LOCK 30 Ia� USE(1)BRASS PUSH LOCK INSIDE OR(1),5/16-18 THUMB 13 aam OR f1}5/16-18 THUMB 'INSIDE) SCREW I 0 THREADED 30 �o:F SCREW I 0 THREADED INSERT 7 AT 1/3 SPAN i n INSERT 37 AT 1/3 SPAN SILL TO 2/3 S N FROM w w TO TO AN FROM l/ BOTTOM OF SHUTTER. (OUTSIDE) u+a BOTTOM OF SHUTTER §As RECEIVING HOLE SHALL BE 6A 3/8"MAX WIDTH,UP T S 'h 1"HEIGHT. 23 Tj OTYPICAL OUTSIDE CORNER CLOSURE 4 CC1 DETAILS WO/CORNER POST - - - - ---- 35 30 �A NTS 13 30 OODI'fe]RRU/[LB1WmPE 3 23 13 37 215 (OUTSIDE) 15-2339 SILL USE(1)BOX LOCK AT 1/3 • - SPAN TO 2/3 SPAN FROM 3Aa0B CF7ONL BOTTOM OF SHUTTER -TYPICAL INSIDE CORNER CLOSURE �r� _ • CC2 DETAILS WO/CORNER POST 6<` MULTIPLE SHUTTER ASSEMBLY NTS gw„a, SCALE-3"=1'-0" wa FRANK L BENNAROp P.E. CONNECTION ANC OR EXISTING HOST tR§BPr�a�eYIT/� REFERENCE SCHEDULE FOR MAX. STRUCTURE Q �•• SPACING i l ^ Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT Cal 12"O.0 OR No / \ SCHEDULE FOR MAX. I� ® #14 SMS Cal 6"O.0 SPACING 1/2' (TYP.TOP&B TTOM) -� 'n1 O 7f !J O N • ALUM. TUBE + O 2 FASTENERS 1 �O ~In EACH ANGL6063-T6 ALLOY SEE,TABLE A FOR SIZE. N 5 OR 6 OR/ OR 6 1"x 2"x 1/8" ALTERNATE THRU BOLT 0 j /// OR 2"x 2"x 1/B" j 1 C1 CONNECTION TYPE 0 0 ALUM.ANGLE •,' REFERENCE ANCHOR MN GLASS W O I SCHEDULE FOR MAX. SEPARATION 13 u u] U 13 j I� j SPACING PER TABLE 2 THREE 3/16"0 ALUM. ° �N9 POP RIVETS OR 1 I GLASS w W a m W 1°�'4w = ra THREE#12 SMS,TYP. ° 17 / OR DOOR X vI N F r 3/16"0 ALUM POP- E WW RIVE TABLEA(cm) 17 @18TO C.OR 4412 SMS � _ / q�TFRNq�\\ _ ctu SOR60R g?7 cO W l;/ J= PRESSURE VS ALLOWABLE LENGTH _`i F \�0I w MAY USE MALE OR l7 M PSF 2No4p 3 W1/B' FEMALE LOCK-SLAT w p 130' IBB"0 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 62 C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING 72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR it -� WASHER(TYP) rA .A CC'J SCHEDULE FOR MAX. E 82 119' 17T NTS SCHEDULE FOR MAX._ SPACING _ y. g 92 114" IfiS _ j I/ 14x3/4"SMS(al 9"0 C 102 1 110" 160" - / ANGLE TO TUBE CONNECTION OM �.E t p n [] 120 104' 14T TABLE BCao) EXISTING HOST EMBED. 6063�T6 ALUM TUBE O�1 C 5 200 83" 114" PRESSURE VS ALLOWABLE LENGTH 151 31 STRUCTURE 5 CONNECTION TYPE ?$� L 2.1125[1(B' 3YiY EDGE DISTANCE REFERENCE ANCHOR f PSF WnH�O WITH SCFJEDULE FOR MAX bbbr SPACING 9 113 $fCl 62 " 166' 3 n IDT LST rJrFASTENER Cal 18"0 C. Cb ALTERNATE BUILD OUT MOUNT SECTION . g S (USE ANY ANCHOR SHOWN a 82 101' 14T IN ANCHOR SCHEDULE) SCALE.3 1'-0" m 92 9S 13V 102 90" 132' � 110 83" N 150 Pr 109 w � fi4' 99' w r m _... r25 t0'3- =a0 3/16 RIVET OR#12 SMS BE T MN GLASS 13 w18"O.C. OR 1/4-20 17 BE TYP. vl� EPARATION L @NUT&BOLT ITYP I iPER TABLE N S?A3/16"0 ALUM..POP ¢¢ 2 GLASS ALUM. TUBE RIVET OR#12 SMS aOR DOOR ¢ ¢¢ 6063-T6 ALLOY 16"O,C.(TYP.) gN agOu N~SEE TABLE B FOR SIZE. 1/8"2 FASTENERS UOUS EACH ANGLE M ANGLE 1"x 2"x.093"6063-T6 L ANGLE INSIDE3 16 THREE 3/16"0 ALUM.ALUM.ANGLE,TYP. ION TYP 17 0 6 gS�j1 o POP RIVETS OR 1O 17 THREE#12 SMS,TYP. 0 1"x 2"x 1/8'• B pitll - 4 CONNECTION TYPE 13 OR 2"x 2"x 1/8" EDGE DIST REFERENCE ANCHOR ??? �•E ° ll ALUM.ANGLE SCHEDULE FOR MAX USE MALE OR FEMALE SPACING LINYRCiRRiWIL6WA00PP LOCK-SLAT - EXISTING 13 13 BLOCK ORCWOOD EFRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION rAu onaFvrmN, #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 NTS MACHINE BOLT&NUT SCALE 3"=1'-0" Cnl 18"O.0 � I 6 FRANK L BENNARDO,P.E. C5 CONNECTION TYPE • 1o1'549 F rte REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE O a SPACING 5••MAX 1 GLASS D: � GLASS w C7 CONNECTION-TYPE 1/4-20 MACHINE B06�'f�,•' •.Q w o a REFERENCE ANCHOR W/NUT @ 12"O.C.DR lk OR DOOR u OR DOOR w w r 19 ND r w N} r w>> SCHEDULE FOR MAX. #14 SMS @ 6"O.C.=-t .. _ j¢Z 13 j N w SPACING 1/2•, (TYP.TOP 8 BOTTBMI 2w¢W MN. =IZ u --0 O 13 VI w 0- GLASS r u m /2" _ '•~ - MIN. X N m EPARATION N 2 N¢ W 01 1/4"-20 THRU BOLT W/ GLASS m #14 x 1/2"SMS 12"O.C. z Z r P7 LOCK NUT Cal 12"D.0 OR EP pERTION L F w OR.3/16"0 ALUM.POP TABLE 2 Q w u wo vri 5 OR 6 OR! ���'•.• 6 �� N 12 x 1/2"SMS(al 12"O.0 E.S TABLE 2 Z r RIVETS Cal 6"O.C. OR 1/4"0 E J M o 80R�—/ OR 3/16"0 ALUM.POP J7 ALUM POP RIVETS Cal 12"O.C. Q D: /// SL' RIVETS(al 6"O.C. E.S. R 1/4"#ALUM.POP RIVETS / m 11 AND 3O 1/4"MAX.FROM PIN MN GLASS w F 4 sQ W i D� CCD 12"O.C.E S. 1 1/4"MAX.FROM PIN ASSEMBLY GUIDE TO BUSHING SEPARATION 73 r m o Z 8r z / 1/2"TYP PER TABLE2 r. iW.7 ��.m31 O9 AND OO GUIDE TO BUSHING W WASHER(TYP.) �=1°=w W pN9^ WASHER(TYP) 2 Z u co 9` W 8Z ASSEMBLY m GLASS m r o m / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR 0 Z r U)ce z o BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR Q o Q¢ �� �u m / _ SCHEDULE FOR MAX. E m cw of w 4 CONNECTION TYPE DIST SPACING v N %D REFERENCE ANCHOR Q h / EDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWN I', 3 CONNECTION TYPE IN DIAGRAM ON PG.9 In ci (0 6RREFERENCE ANCHOR EXISTING CONCRETE,SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX FROM PIN SPACING.ALT.FASTENER GUIDE TO BUSHINGLOCATION.FRONT AND R CONNECTION 6 / REFERENCE AN1/ WASHER(TYP.) 1/4'MAX FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION SCHEDULE FOR 19WITH THIS LOCATION SCALE:3"=1'-0" SPACING PIN GUIDE TO 5 CONNED LECTION TYPEBUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR S(TYP.) SCALE:3"=1'-0" EXISTING CONCRSPACNG SCHEDULE FOR MAX. Mm C� CBLOCK OR WOOD FRAD. 2� BUILD OUT MOUNT SECTION W TYP BOTTOM EXISTING CONCRETE. SCALE:3 1'-0" BLOCK OR WOOD FRAMING p EDGE DIST EXISTING a g d NOTE:FOR DETAILS A,B.D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE g THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE 6 WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS m E E SPACING SCHEDULE FOR MAX. f'. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 �., q OVER THE GAPS BETWEEN SECTIONS. 1/2" ``'l''RO rD 0: L7 N � w - � w rw w o GLASS r j MIN OR DOOR GLA55 13 r =0^ w - #12x1/2"SMS Cal 12" EPARATIO = m=.� Iw.w�7 ao o: r O.0 OR 3/16"0 ALUM. PER N o w a 13 r m w` 9 w>> POP RIVETS Cal 6"O.C. TABLE 2 X 0 Z r GLASS OR a MIN GLA 0 2 Z u J 1� �Fg r N N pw OR 1/4"0 ALUM POP Q o¢ DOOR P N o N Q !7i 13 X_ � RIVETS Cal 12"0C E w PER TABLE MN GLASS NrZ m u Xw�2 �51652�� i] SEPARATION Z o m F E u w a Z a 1/4-20 S S MACHINE PER TABLE 2 Q J O¢ O AND OB 1/4"MAX.FROM PIN ¢N E 6 E a ASSEMBLY 1/2" GUIDE TO BUSHING gM 1/2 TYP. WASHER(TYP.) r a ,y SCREW 8 NUT(al "I/I 12"O.0 1 GLASS w w 1/4"MAX.FROM PIN Y OR DOOR 1/4"MAX.FROM PIN m o gg X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2"`O GUIDE TO BUSHING G t e i > REFERENCE ANCHOR WASHER(TYP) WASHER ITYP I EDGE [r, 5�°l: EXISTING CONCRETE, DIST SCHEDULE FOR MAXOORI✓aRRVML6iMimOPE m BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE NG AS SHOWN 2 TIANCHON YOR PE iS'2399 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. �twtrd OR SCHEDULE FOR MAX SPACING PAas DescawRD1U x 3"x 1/4"CONT, 3 CONNECTION TYPE #12 x 1/2"SMS(al 12" SPACING ALT.FASTENER 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM EXISTING CONCRETE, SCHEDULE FOR MAX..- POP RIVETS 6"O.C. -- ___ LOCATION.FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED -- - SPACING U° - - —BACK WITH THIS HORS NOT REO'D - --- ----- -- - - 55HOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION - �9 D RIVETS(al 12"o C. CEILING / INSIDE MOUNT SECTION WALL MOUNT SECTION O F WALL/BUILD OUT w O SCALE;3-=1'-0" SCALE.3"=1'-0" SECTION SCALE:3"=1'-0" MIN GLASS �pAry K L BENNAROO,P.E. GLASS SEPARATION 1111 �Ii®Of��K9 t� OR DOOR PER TABLE 2 13 ��P' •• wo= ' GLASS OR �``�• 1 .v . r u N DOOR IC: No Pt 0048 N w a DOORS OR MN.GLASS _� _ X N N SEPARATION =�C I11N- tt MNGLASS K w PER TABLE 2 IJ E I=-F SEPARATIONr m STA Z 0 _ r PER TABLE 2 Z 7 �¢'••• �11� I $ung FOOw =� 's,O'III�I W= N Tl_I1 _ 0-m yr w �'Q4 Y, 13 Q w¢ 13 N z Q oo+ u Saa1�E D$ /2" F J z ClCONNECTION TYPE JAL' 1 QLm = -- 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR F ou z WW ary9 d� TO BUSHING WASHER(TYP.) a In SCHEDULE FOR MAX '-'a. 8-da z TWO 1/40 WOOD .250" - SPACING aln u31d (3 LAG SCREWS Cal 24" .-C4 CONNECTION TYPE ' .250" w O C.MAX WITH 2" REFERENCE ANCHOR lr G W ui THREADED PENETRATION SPACING NG SCHEDULE FOR MAX. /�N M B Bb ~C "T"INTO CENTER OF 2X STUDS w EMB "T• 14 SMS Cal MIDSPAN BETWEEN /w E �w O STUDS FOR TRACK TO 1"x 4" /. S in EXISTING HOST STRUCTURE PLYWOOD& TUBE CONNECTION ei STUCCO FINISH p•x 4"x 125" 6063-T6 ALUM,TUBE ODECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL wig THIS DETAIL TO BE USED WHEN STUD SPACINGG. SCALE;3"=1'-0" SCALE:3"=1'-0" EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACINcT O1 OWALL MOUNT SECTION THIS DETAIL MAY 0-3 o SCALE:3"=1'-0" ALSO BE USED 2� K AT TOP _g< 6 � s 'g ACCORDION SHUTTER PER PRODUCT APPROVAL F o —GLASS o m MIN.GLASS OR DOOR r I _ 'a SEPARATION 13 7 in m VI PER TABLE = EXISTING WOOD(G=042) R APPLICABLE AT TOP Z M Z TRUSS OR RAFTER 5 .� AND OR BOTTOM Q a X a Cal 24"MAX,O.C. r' n- 2'OR 3" N f IA EXISTING FINISH I I MATERIAL I I 1/4"MAX.FROM PIN GUIDE o k 9 1/2'MIN. 5 6 A x . x ANGLE 6063-76 � Q�l TO BUSHING WASHER(TYP) ALUM.ANGLE W/THREE ii li ii m 8Q S 2"x3"x�/e x CONTINUOUS OR 2.175' 3 1/4"TILE ITYP.) 1/4"m WOOD LAG ii ii ii w G 2'x2"x)'e xCONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" 6061-76 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR "T"IN WOOD(al 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK X 1/4"m A325 GRADE THRU BOLT(al 7"O.C. EACH RAFTER OF TRUSS, ANGLE FASTENED TO FASTENED TO ANGLE WITH 3/4-20 OR 5/16"m A325 GRADE THRU BOLT(al 12"O C. 24"O.C.MAX.WHERE o MACHINE SCREWS AT 3"FROM ENDS GAL V.ORS S EXISTING 3 KSI CONCRETE AND 9"O.C.FOR THE BALANCE ANGLE EXTENDS BEYOND e MOST STRUCTURE WITH En 0 1/4"m ELCO ULTRATN TO CONCRETE/CMU LAST TRUSS MORE THAN tx aa d )'4 0 ELCO ULTRACONS AT 6", EXTEND ANGLE TO W i EXISTING CONCRETE HOST 5"O C.W/1-1/4"MIN,EMB. K 3'WM ENDS AND 4'O.C. NEXT TRUSS. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW Cal 9"O.C.W/1-7/B" r w j 7 tt Q FOR BALANCE WITH 13L" MIN.EMB. IN WOOD SG=O 42 TO 0.55 r�^v2i w w ¢m ��� MIN EMBEDMENT AND 2Yi" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, 13 =_ _� td a e MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR / N N Q COPlIMMN:LMNLINCOPE STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT V-0"MAX SPAN: WOOD FRAMING.SEE X z O Z r r x 5"x 1/5"CONT. a W(x a 15-2339 SPACING,TYP. f 52 P.S.F. ANCHOR SCHED ALUM.ANGLE(6063-T6) o a ' ObA�,hU ON BUILDOUT MOUNT STRUCTURE HO TYPE OF 4 ul :Dno111 SCALE:NTS (MAX.DESIGN LOAD_72 P S F) } --- - PASS THRU-DETAIL . - . - Hb K TRUSS MOUNT SECTION SCALE 3"=1'-0" �y O SCALE:3"=1'-0" EXISTING HOST ALT.LEG DIRECTION POINTS OLID SET ANCHORS t►BOVt6v j ':q" 12'MIN FROM EDGE OF ACCORDION STRUCTURE /'MB D I 1/4-ALL ONCRETE OR HOLLOW BLOCK,3 MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE ASSEMBLY � MAX/ TOP OR BOTTOM UMINUM ANGLES)6063-T6 ER BEAM END,SIZE 6-1-C4004_6549 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER DESIGN SCHEDULE 0 p N � EDGE OF ACCORDION i Z OLE-- ACCESS H 1/4-20 MACHINE BOLT W/NUT 0. R&E F~ SHUTTER BLADES x a Sr O.0 OR 314 x 3/4"SMS 6'O.C. i��s• p A 3.5'MIN TYPICAL m - 1/2'MAX. 3'MIN -+- 3 16 Sm �QUi EDGE z3 �SQug 2.875'0 HOLE[TO RECEIVE DISTANCE MIN.GLASS 13 � ~ Z L 2 m m ROUND WINDOW ASSEMBLY) EXISTING A SEPARATION °C o W gm j �w MAXIMUM Of 3 WINDOWS GLASS OR p w �~wI+E g PER EVERY OTHER BLADE �a, DOOR x0 H. w 1 LIGHT-N-VIEW WINDOW fdo EDGE 1/2"MAX wa NG 8 N.T.S. EXTERIOR EV p DISTANC 0111 H 0 m 5 6 £p p 2 Z 3 16 1/4"MAX.FROM PIN GUIDE1 TO BUSHING WASHER ITYP 1 an o - 12'O.MACHINE BOLT WMS 6 O T 1/2° ACMOIE 12'O.0 OR 314 x 3/4'SMS 6'O.C. .01 2.875'0 HOLE TO SPAN TUBE PER w d RECEIVE ROUND EMBED. DESIGN SCHEDULE 7�44 WINDOW ASSEMBLY I 1/2' (2)6063-T6 ALUMINUM OIL p _ ANGLES PER BEAM END,SIZE 00 m EXISTING PER SPAN TUBE SCHEDULE ,pv y Ed d HOST 1/4.0 THRU BOLTS SEE BEAM zm Y STRUCTURE SCHEDULE FOR REQUIRED NUMBERS - 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN g EMBD IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM E: i5 SPACING,AND 3'MINIMUM EDGE D15TMCE p 0.125' 0.125' € 7 0.03r 0.032" MAX.DESIGN LOAD-t 72 PSF a g --- 3 SPAN TUBE SECTION 0.196^ \ 8 N.T.S. VERT SECTION R \ F I SPAN TUBE SCHEDULE / NUMBER OF G / � ALLWABLE TIKE NUMBBOLT ANCHORSPER M011LENGTH LE ` Z ROUND TUBE SHUTTER SPAN THRU�OLTS ANGLE LENGTH j E WINDOW S� SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 1! ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a S e m 60' 123.8' 135.7 2 2 2 3 4' r 2.155' 98' iol.r 108.9' 2 2 3 3 r r a 1 0.125 i$ / - 123' 89 84. r 2 2 3 3 r ee \ 60" 128.1.1' 157.0.0' 2 2 2. 3 4` r + 95 114.8' 124.1' 2 2 3 3 •r 7' 2�� iE E12r1026' 109.5 2 2 4 4 1D" 10• 138.0' 198.9' 2 2 3 3 r r02.875' . 122.r 155.r 2 2 3 4 11 10'03.250' 115.4' 137.5 2 3 4 5 10' 13'' 158.1' 24D.0" 2 2 3 4 r 10'140.5 229.8" 2 3 4 0 10' 18'132.7 203.1' 3 4 5 7 I 13' 1B' R 29 LIGHT-N-VIEW WINDOW �\ 0Wffl RFMIRLl8W=►E i SPAN TUBE SC ' N.T.S. -SABIC PLASTICS SLX1431T-UL-94MB �- HEDULE NOTES: ANGLES FOR 2"x5"&2"x6°BEAMS. 15-2339 2. USE 2'x5'z1/4'ANGLES FOR 2'x8"&2'x10"BEAMS. rue: _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. FA=P N; 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHERCONNECTION _ 5. SPAN TUBES MAYAILS.WHERE USED E USED IN A MID-SPAN CONDITION WITH SHMUST BE UTTERS SPANNINTO G AVE AND 2 BLADE W ROUND-WINDOW °�.0 � BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE ATPD BELOW THE BEAM. O 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. FRANK L BENNARDO P E. ANCHOR SCHEDULE: CONCRETE ,)„ wEDDa4sA9 `°..z 2.5'MIN EDGE DISTANCE ���`� G Spans Up To V-0" Spans UD To 8'-3" Spans UD To 12'-0" : Q•.•' G LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR _ x (P� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 L3 CA CS =* NO PE004 1/4'If W TAPCON OR ELCO 43 16.0"16.W'11 5.0"16.0"16.0 16.0"16.0 9.0" 13.0 16.0"16.0" 9.S' S.5' 8.5 14.5" - ULTRACON WITH 1-3/4" 53 16.0"16.0" 14.5'16.0"16.0"12.0" 7,0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5' - * G ry EMBED(3192psi MIN CONIC) 62 16.0"16.012.5"16.0"16.0" 9.5' 5.5' 8.5" 15.0"115.W' 7.5" 4.5" 7.5" 10.5" -�) Z 7D 16.0"13.0 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5'15.0" 7.5' 4.5'• 7.5" 10.5 7 /gCOMBINATIO,%O••.• STATE 100 15.0" 7.S' 7.5" 10.5'15.0" 7.5' 4.5" 7.5" SO.S'15.0" 7.5" 4.5" 7.S' LO.S' 2 z S(TYP.) 9 / 10 COMBINATIO�� '•.ZORID 1/4"MILLENRIM MILLFAST 43 16.0"16.0" 16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" SSS WITH 1-3/4"EMBED(3275psi 53 16.0 16.0 15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5" 7.5" 9.5" 0 ///,ONAL ON= MIN CONCRETE) 62 16.0"15.0" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5'13.5" 7.0" 4.5" 7.5" 9.5" I/,,,II, _ �w U 70 16.0"12.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.S'13.5"17.0" 4.5" 7.5" 9.5" UI 100 13.5" 7.0" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5' 13.5' 7.0" 4.5" 7.5" 9.5" e1/4'ELCO CRETEFLEX SS4 43 16.0"16.0" 16.0"16.0'•16.0"160"135"16.0 16.0"16.0"12.5" 8.0" 13.0"16.0" 1 x S ITYP.1 2 x S(TYP.) WW DW/2-EMBED(3350ps,MIN 53 16.0 16.0" 16.0"16.0"16.0"16.D10.0L5.516.0"16.0"10.0" 6.5" 11.0"14.0" �Y,CONIC) 62 16.0"16.0" 16.0"16.0"16.0"12.5 8.D" 13.0 16.0"16.0"10.0 6.5" 11.0"14.0" 3'4" z 70 16.0"16.0"10.5"1 16.0-116.(r'15.0"130.5 7.0 11.5 15.0"16.0"10.0" 6.5" 11.0"14.0" VL W s w 100 16.0"110.0"1 6.9'111.0"114.0"116.0"j10.0" 6.5" 11.0"14.01'116.0"110.0" 6.5" 11.0•'14.0" aW 1'MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING Wil 6 $.- 1/4' C2 C3 06 CS Cl C2 C3 C4 CS Cl C2 f3 CA CS Fi 1/a'1TWTAPCONORELCO a3 6.0" 7.s" e.o" 16.0"16.0"16.0" s.o" s.s" 16.0^16.0" 9.0" 3.0" 4.D" la.o^ SPACING DIAGRAM FOR C2 & C4 CONNECTION T- C2 CONNECTION TYPE USING PIECE O WITH OUTSIDE ULTRACON WITH 1-3/4° 53 6.0" 5.5" 6.5" 16.0"16.0"12.D" 4.5" 16.0"14.5' 7.5" 10.0" ANCHORS ONLYEMBED(3192psl MIN CONIC) 62 5.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE Q8 WITH70 2.5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY100 7.5 10.0"14.5" 7.5" 10.0"14.5' 7.5" 10.0"1/4'MILLENIUM MILLFAST 43 6.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.S' 16.0"13.0" 7.0" 4.0 6.5" 10.5" pWITH1-3/4'EMBED(3275psi 53 6.0" B.0" 11.0"16.0"16.0" 9.0" 5.0" 7.S' 16.0"10.5" 5.5" 5.5" 7.S' ANCHOR NOTES:MIN CONCRETE) 62 1.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.S' 11.0"10.5" 5. " " 7. 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING70 9.5" 5.5" 8.0"116.0"111.5" S. 5.5" B.5" 30.5" 5.5 5.5 7.5' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 10.5' S.5" 5.5" 7.5' 10.5" 5.5" 5.5" 7.5" 10.5 5.5 5.5 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). H°d z 1/4'ALL-POINTS SOLID-SEf 1-1/4'MIN EDGE DISTANCE Z 9 CS C2 C3 C4 C5 ClC2 C3 CA CS CS C2 C3 C4 Cs 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, S ANCHOR W/7/8•EMBED v 1/4-20 SS MACHINE SCREW 43 16.0 16.0 B.S' 30.5 16.0 16.0 12.0 5.5 7.5" 16.0"12.5' 6.5" .3.0 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER e (30DOpsl MIN CONIC) 53 16.0"15.0" 6.5•' 8.0" 16.0"16.0" B.5" 4.0" 6.0 15.5 10.0 5.0 4.0 7.0" THAN OR EQUAL TO SHUTfE0.SPAN. p 62 16.0"111.0-15.0"17.0"116.0"112.5"16.5" 3.5" 4.0 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. O •� 70 16.0-19.0" 4.5" 6.0" 16.0"10.5' 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" E c 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0' 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER y 1/4'ALL-POINTS SOLID-SEf 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - ANCHOR W/7/8"EMBED& Cl I C2 I C3 C4 I CS I Cl I C2 I C3 I CA I CS Cl C2 I C3 C4 CS - CCONNECTION ONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 m 6.D"16.0"16.0"16.0"16.0"11.5'16.0 16.0 16.0 11.0 7.0 11.0"16.0 Ti R (3000psI MIN CONC) 53 3.5"16.0 16.0"16.0"14.0" B.S13.516.016.08.55.5" 9.S' 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 0.5"16.0 16.0"16.0"11." . 11.0"16.0"16.0" 8.5" S.5" 9.5' 12.0" ONLY. 70 .0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100. .5" 9.5"112.0"116.0-11 8.5"I S.S' 9.5"112.0-1116.0 B.5" 5.5 9.5 12.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 55 BOLT AND Cl C2 C3 Gi CS Cl C2 C3 C4 CS Cl C2 C3 Z7.0" 8.0" FINISHES. 1"EMBED(30(Kild MIN 43 16.0 16.0 14.0 16.0"16.0"16.0"14.0" 8.0" 12.5"16.0 14.0" 7.5" 5.0" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a CONIC) S3 16.0 16.0 9.5 14.0 16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5' 6.0" 4.0 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR a6� 16.0"12.5" 7.5" 12.0"16.0 14.5 7.5 5.0 B.5" 11.5 11.5' 6.0" 4.0" SIDE CLOSURE PIECES, •F +--� 70 16.0"10.0" 6.5" 30.5'16.0"12.W' 6.0" 4.0" 7.5" 9.0" 11.5" 6.0•' 4.0"100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" B.0" ll V' 6.0" 4.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD STUD.3/4' 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL o W/1/4-20 55 BOLTAND *43Cl C2 C3 C4 CS Cl C2 C3 CR C5 Cl C2 C3 C4 C5 HAVE PHILLIPS PAN.HEAD OR HEX HEAD. g 1'EMBED(3000pS1 MIN 16.0"15.0"16.0"16.0"16.0"145' 90 13.5"16.0' 15.0" 7.5" 5.0" 9.0" 12.0" 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN6CONIC) 16A"10.5"15.0"16.0"16.0"10.0" 6.5 10.5 16.0"12.0" 6.0" 4.0" 7.5" 8.5BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 13.0" 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. a �. 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. 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5 8.5 12.0 6.0" 4.0' 7.5" 8.5" 5 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, I'll I �a #12 SMS W/2"EYEWALL Cl fC24C3 C4 CS Cl C2 C3 C4 C5. Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. COP/RORRONILB9#V=P.L ARMOR INSERT W/2"EMBED 43 16.0 1.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5' Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps)MIN CONC) 53 16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.S' 5.5" 10.0"62 16.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO WALIb DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE om�rsON. 70 16.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0CONCRETE SCREWS TO HOLLOW BLOCK100 14.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" 12 SMS W/2.75'EYEWALL- 43 16.0" 6.0"16.0"16.0"16.0"16.0"L0.0"14.0"16.0"16.0 11.5' 6.0 9.5" 16.0"ARMOR INSERT W/2.5" 53 16.0" 12.0"16.0"16.0"16.0"15.0" 7.5" 11.0"16.0"16.0 9.0" 5.0" 8.0" 13.D"EMBED(2000ps1 MIN CONIC) 62 16.0" 9.S' 13.5"16.0"16.0"11.5" 6.5" 9.5" 16.0"16.0 9.0" 5.0" 8.03.070 16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5' 14.0"16.09.0 5.0" 8.0" 13.0" O 100 16.0" 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" • . • Elko] W/1-3/4'EMBED(300OPS1 MIN CONC) - - m®maa,aa,m®iiiiii,. mm///%i////MOM.mi//a/. ////,r//a/i//% //ail///i%////ail///%i///aim///%mm////mmm///%i///%i////mm///%i////i//////:m IEMFMM.'/////%'//////®,"'///////."'/////%%/////.%///%%/////.,%/////:"%///%%///%%//%%///m2®'%/////,mmm///%i%////%////mm%///%///////,//////E E 3 mm%///LV/////////%imm%/////%/////i'/////%i%////m%///%'//////-'//////%/////.mm''///////.mmm%////%/////%%//%i%////m%////NOOR,%///%i////// mm%////%/////V////MEmV//%%%/% m'//%i%//%%%0�.m%//O/% �//m%///,%%/%'///////,,%//9a%////,"%////,"%%///,"'///// - �mDDD©m©©0000©mmm�©m©©000©mODOD mm9m%////mmm%////%/////,'%/////,mm%///%%///%%////mmmmm®mm%////mmmm%///mm mm%////,VO/Y//////®m%///%//%i%///mE-d�%///%%////l%////mmm%////mmmm%///mKmmm%////mm 1-3/4-EMBED i ■0000©0000�0�0�©0©DO©0000©0m©0© �����: , - m/iii/iii/iii//i//i//i/iii/ami//i//fi,af - m lain//i/a i/aiaii///i//ii/i/i/iii/iii/iii/iii//mm///mmm/ii/i mmm/iii/i mm �mmom©mo©m©m©©o©mo©ommoom©0000© mm�i//i/ia,mmi/�amE/ ai MINMWE MMMmMM0EMm=1111Y®�mi/ia;iia i//m mmm/OROWNmm/iii/iii//�/a, / //////mmmmmm//ii//mImm ii/0i/////, /iii/iia/iii/ii/iii//�®i//mem//i//ii//,mm �/i/i/iii/ii K /a/i//ii/a,m//io,i/iia/�io,a/moi/ii/ �/iiiaii�um %%�/% / �///////////0�///%�/// - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK \11111111! #PEO L6118 aERNARDO PE FRANK td""µ 2'MIN EDGE DISTANCE W- d� r LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0' Zi CONN TYPE CONN TYPE CONN TYPE ANCHOR x (�7 Cl C2 C3 CA CS Ci C2 C3 Ch I CS Cl I C2 C3 C4 I C5 =* No PE004654 112 SMS W/2"EYEWALL 43 16.0 16.0" 7.5' 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0"17.0" _ 3 x ARMOR INSERT W/1-1/4" 53 16.0"10.5" LE 11.0" 7.0" 3.5" 3.S' 5.0" S EMBED 62 14.0' 7,S' 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5 U .oi NN =m 70 IS.S' 6.0" 3:5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S' S.0" %0.1\'•,• S7A7E OF � W M $Y 100 7.0" 3.S' 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" p�ORIOA,,.•'• �u?j s'" ANCHOR SCHEDULE: WOOD (G=0.55) NAL EN E" - o W o •_� \ 1III11111\ Z W U 3/4'MIN EDGE DISTANCE rrnn �>•Q s ZS G Spans Up To 61-0" Spans Up To 8'-3" Spans UD To 12'-0" u oQ Wm Ll rn LOAD CONN TYPE CONN TYPE CONN TYPE Z ¢-- IIIYYY _ ANCHOR (P Cl C2. C3 C6 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W V-N•19" 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"I1.S'12.5"16.0"16.0"16.0"17.5" 9.0" 16.0"16.0"14.5' 4.5' 6.0" 16.01' p MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.01'16.0 16,0"16.0' 6.0" 7.0" 16.0"16.0"I1.5' 4.0" 5.0" 16.0" 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" ow 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' 4.0" S.0" 16.0" 100 16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5' 4.0" s.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" �n 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" 0 1.13'MIN EMBED 8.1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5' 5.5" 11.0"1 7.0" 3.5" 4.0" 5.0" Ig SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5' 3.0" 4.5" 7.0" 7.0"- 3.5" 4.0" 5.0" 00 "� 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5' 3.5" 4.0" 5.5" 7.0" 3.5"' 4.0 " " 5.0 7"01N� 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" i 114 SMS OR 114 WOOD 43 16.0"16.0"12.5'j14.S,;l6.V"16.0"16.0" 8.0" 10.0"16.0"16.0'11.5' S.0" 70"SCREW WITH 1-3/4'MIN 53 1fi.0"16.0" 9.0" 16.0"15.0" 6.0" 8.0 16:0"16.0" 9.5" 4.0" 5.5" 13.0"THREAD PENETRATION 62 16.0"16.0" 7.5" 16.0'11.5" 5.0" 7.0" 16.0"16.0" 9.S' 4.0" 5.5" 13.0"70 16.0 36.0 6.5 16.0'10.0" 4.5" 6.0" 14A"16.0"�9.5" 4.0'" 5.5" 13.0" N100 16.0" 9.5" 4.0" 16.0' 9.5" 4.0" 5.5" 13.0'16.0" 9.5" 4.0" S.5" 13.0 :).C-e 0 n ANCHOR SCHEDULE: WOOD (G=0.42) Em g ce r` _ 3/4'MIN EDGE DISTANCE m g Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" E In LOAD CONN TYPECONN TYPE CONN TYPE _ ANCHOR (P� Cl C2 C3 C4 CS Cl C2 C3 C4 I CS I Cl C2 I C3 C4 CS 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0"19.0" 10.0"16.0"16.0"16.0" 11 7.0"' 16.0"16.0" 9.5" 3.5"J515,0"5.0" MIN THREAD PENETRATION 53 16.0"16.0" 6.5" B.0" 16.0"16.0"12.5' 4.S' S.5" 16.0"15.0" 7.5" 3.0" 1.0" yp Q 62 16.0"16.0" S.S` 6.5" 16.0"16.0' 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 1.0" a, 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" 11.0" R oo 100 15.0" 7.5" 3.0'" 4.0" 11.0"15.0 7.5" 3.0" 4.0 11.0 15.0 7.5" 3.0" 11.0" 114 SMS OR 114 WOOD 43 16.0"16.0" 8.5"_10.5'16.D"16.0"12.5" 5.5" 7.0" 16.0"'13.0" 6.5" 3.5" IO.S' 8 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5'" 8.0" 16.0"16.0" 8.5'_' 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 7.5" THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0'13.0" 6.5" 3.5" 5.0"' IO.S'10.5" 5.5" 2.5" 7.5" 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0'" 8.0" 10.5" 5.5" 2.5" 7.5"100 10.s" s.s" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0' 7.5" L0.5" 5.5'" 2.5' 7.5" w n ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4'MIN EDGE DISTANCE i rj Scans Up To 6'-0" Scans Up Tti 8'-3" scans Up To 12'-0" LOAD CONN TYPE CONN TYPE 'CONN TYPE Rm = ANCHOR (P� Cl C2 C3 C4 CS C1 C2 C3 C6 Cs Cl C2 C3 C4 CS a 5/16'ITW TAPCON XL W/ 43 16,0"16.0"116.V1116.01,16.0"16.0"16.0"15.0"16.0"'16.0"16.0"115.0" 9.0::114.01;16.0" g Se 2-1/4"MIN.EMBED 53 16.0"16.0"116.0"116.0"16.0"d16.O' 16.0"11.0"16.0"16.0"16.0"12.0" 7.5 12.0"16.D"'62 16.0"16.0"14.0"'16.0"16.0" 15.0" 9.0" 14.0"16.0 16.0 12.0 7.5 12.0"16.0"70 16.0 16.0"11.5'16.0"16.0" 12.5 B.0" 12.5"16.0"407,S" 12.0"16.100 16.0 12.0" 7.5' 12.0"16.0" 12.07.5" 12.0"16.0" 12.0"16.0"5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0" 10.5" 6.5 9.5" 16.0" 6.5" 9.0" -1/4"MIN.EMBED 53 16.0"13.5" 7.S' 11.0'16.0" 7.5" 7.5" 13.5" 6.5"' �OFRNXLBR%gWRE 62 16.0'10.0" 6.0" 9.0" 16.0" 5.5 6.5" 9.D"' 6.5" 15-2339 70 15.0" 8.0" 50" 8.0" 15.5 5.5" 7.0" 6.5" WALLyo 100 9.0' S.S' " 5.5" 6.5" 6.5" RAGE DEOCIU Me 9 U 2'MIN EDGE DISTANCE Cl I C2 C3 04 CS Cl I C2 C3 CA J CS I Cl C2 C3 C4 CS _ 112 SMS W/2'EYEWALL 43 16.0'Ifi.0" 9.S' 11.5"16.0 16.0"14.0" 6.0 8.0 16.0"14.5" 7.5" 3.5" S.S' 11.5" - 9 ARMOR INSERT W/2-EMBED 53 16.0"16.0" 7.0" 9.0 16.0"16.0" 9.5 4.5 6:5" 16.0"11.5" 6.0" 3.0" 4.5 8.5" ^ 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6:5' 3.0" 4.5" 9.0" 11.5" 6.0" 3 0" 4.5" 8.5" 9 FOR ANCHOR NOTES. ANCHOR NOTES:SEE SHEET a 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" ti a LO