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RECEIVE© Planning & Development Services Department COUNTY Building & Regulations Division SEP 15 20W .-..._..._.__.- R...-._._.-.D Product Review Affidavit PERMITTING St.Lucie County, FL Building Permit# Owners Name CtncL -9--)e"s- L yZI n Applicant: 'EkAe yo , C . Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows 7 ' i �' ` ga3 �. Mullions e € If ��.fi��( X93' 1+• �J } Fixed Glass Block Glass Skylights Sliding Glass Doors + LJ d () Swing Type Doors French Doors Garage Do rs Al Hurricane Protection T6� cvTr �� L°r � ? �•1 Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert.No. Date: rionaa j5wiamg Loae vntme � (% Page 1 of 2 t,c7 l On Rwda Depar ilFliff BCIS Home Log In User Registration ) Hot Topics ; Submit Surcharge i Slats&Facts i Publications ; FaC Staff ; BCtS Site Map ! Unks ; Search Busineso ProfessibRal zr Praductcus,, l J tJ USER:Public User Regulation Product Anoroval Menu>Product or Application Search a Application List>Application Detail RECEIVED +' FL# FL13757-R5 Application Type Revision SEP 15 2017 Code Version 2014 Application Status Approved PERM- iTTING St.Lucie County,FL Comments Archived ILI Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 !a=- , tamj@tc alum.mm titin + ` i\ J aim Authorized Signature Frank Bernardo 61 L t� frank@engexp.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 3J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bernardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L.BLANCO,P.E. W' Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI Index 3.odf FL13757 R5 COI Indep.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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 7/27/2015 rlunua nuuumg 1Loae unume Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eouiv Eouiv 2.1)df FL13757 R5 Eauiv Eouiv 3.odf FL13757 R5 Eauiv Eouiv.odf Sections from the Code Product Approval Method Method i Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 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 R5 II DwD.odf 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 FL13757 R5 AE Eval.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 R5 II Dwa 2.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 Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eva]2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 R5 II Dwa 3.Ddf 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 R5 AE Eval 3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee EL 32399 Phone:850-487-1824 The State of Florida Is an AAJBO 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-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: !;ccurih']iliTN(c.y https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHK4uov... 7/27/2015 6.E ACCORDION SHUTTER "g9oo FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 1 TABLE 2 TABLE 4ALLOWABLE SPAI1 ITS = O'•, FORUSEL I N SCHEDULE Ming SEP R TIO FROM GLASS TABLE 3 OF OR USE WITHIN THE HV Z FO 5 IT THE HVHZ ASTM ESSENTIAL F C L TIES ONLY '• �'• HVHZ HVHZ ALLCHNZABTE�SPAN Sri POSITIVHZ MINIMUM SEPARATION MINIMUM SEPARATION DESIGN LOADV47H N90ATNE POSITIVEFROM GLASS NON• V Z POSITIVEFROM GLASSlrIMTH CENTERMATES ININD LOAD DESIGN SHUTTERWIND UN04ATE 28 INSTALLATIONS INSTALLATIONS DESIGN SHUTTER LOAD ALL PRESSURE SPAN 530ABOVE >30'ABOVE DESIGN EGATNEWID PRESSURE SPAN INSTALLATIONS INSTALLATIONS Z 4 . (PST) NEGATIVE WIND s3dABOVB >3dABOVE S �xt OR 3t 6 MOUNTING (PBF) GRADE GRADE WIND (PST) �luu U.W n Q CONDITIONS' LOAD ALL GRADE GRADE 9 ORQ31$QH ON.) ON.) LOAD MOUNTING (W.) 6N•) Q Mil q ZV' (PST) CONDITIONS'• J r4 29.3 156" 6.7' 3.6' 00" 3.7' 7.1" EW.f pp 26.0 166" 158" 160" 60" 3.0' 1.1' N 26.0 164" 1691 168' SOA 168' OB' 3./" tv 65.0 156' 00 12W 3.11 1.9" W -30A 44T 158° 1591 JD 120• 3.0" 1.0" N W a i J 36.0 142" 150' 158' 60.0 148' 138" 6.8" 36' _ 85.0 143• 80' 3,1" 1.1' 406 43r 145" 15W Ga.� 3,0' 1.1" 70.0 137' B9" 3.1' 1.6" O 46.0 4J3" 141' 168' 5D.0 120" 13T 150" 00• 3.0" 1.0" 75.0 133• 1091 3.4" 1.B" Wq 56,0 128" 1341 166• 40 406" 3.0" 1.0" 60.0 126" 40 12W 3.1' 2.2" tl� BOA 124' 131' 145• 12W 30" 2.21 8S.0 126' 132" 5.9" X7' 66.0 121" 120• 143" 13T 6,7' 2.8• 00A 121' 168' S,9' 4.3" n 70.0 140` 1 128" 137" 145" 6.T' 3.6" 98.0 118" 80' 3.1" 1.1' 75,0 11T 124' 733" 80' 3.0° 1.1" t00.0 116' 00" 3.1" 1.r 80.0 116' 122' 128" BB" 3.0' 1.7" 108.0 412' 100" 3.1• 2.0" E 89.0 110" 120• 126' 60 109' 3.0" 2.0' ' 110.0 110' S0 120" 3.1" 2.5" 80.0 lu 112" 118• 12l" 120• 0.0' 26' 115.0 1W" 132' 6.0" 3.1" 96.0 110" 117' 118' 437' 6.7' 3,6' I 120.0 105' 15G' 69" 6.T 100.0 100' 116° 116• 80' 3.0" 1.2" 125.0 10.1• GO' 3.1" p� 106.0 10r 412° 112' O0 9D° 3,0" 4.9" 130.0 101" 09' 3.1" 1.8" 116.0 100' 110" 110" 109' 3,0" 2.2' 135.0 Op" 00 122 3.11 2.7" 116.0 106° 107' 107" 731" 6.7" 3.61 140.0 96" 120' 3.1" 2,7" 120.0 104" loft" 105• 80• 010' 1.2' 146.0 0T 1481 6.9' 6.0" Mp 125.0 103" 04' 3.0" 1d" 150A 69• 00' 3.1" 1.1" s 1�1 8 130.0 101" 70 �, 3.0" 2.9' 155.0 SB' S4' 3.1" 1.8' �l3'F 3 7 1350 90' 120" 5.7" 3,6' 160.0 or 70 as. 3.1" 1.9' 9 g 140.0 06" 00" 3.0" 1.2' Inc, 81" 120". 3.1" 30" a o 146.0 02' 84' 3.0" 4.7' 170.0 76' V R 180.0 89, 00 BO' 3.0" 2.3" 176.0 76" tOp' 3.�� 1.2" YYYSSS 165.0 88' 119' 36" 3.6" 180.0 180.0 BY 80' 3.0' 1.3" 185.0 72• 00 90" 3A" 2.7 405.(1 BP 84• 3.0" LB" 100.0 70" 120" O.r 36" S 170.0 7B. 110 09• 3A• 2.6' 196.0 06• 121' 6.8" 3.T t5! 176.0 70" 110" 3.3• 3.3" �.0 00• 00" 3.7" 1.T S feo,o 74' 60• 3.0" 1a• **FOR BUILDOUT MOUNT MAXIMUM 116 04' 3.1" 1.9' 5: 183.0 72' 120 84' 3.0" 1 1.0" SPANS AND PRESSURES,SEE or 3.1' 2.6• S tl pppA 100,0 70• 105• 3.1" 9.1• TABLE C ON SHEET 6/13 tt0' 3.3' 3J' pp48F 188.0 Op' 80• 3.1" 1.2" €®® G. **FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 64' 11' 1.S" 120 TAOLE CON SHEET 6/13 BB' 34• 26• � 105' 3.7" e TABLE 1 AND NOTES: 1. HVHZ:DEFINED TABLE 3 AND 4 NOTES: AS MIAMI-DADS COUNTY AND BROWARD COSIGN FLORIDA, 1, NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 5 /? MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. g 2, DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN TM 2, DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN �I R g SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN Aga PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN@ 3. THE 6.0 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF fAP1W01RFPAWLBEWMPS BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND BEAR, AS NOTED IN TABLE i ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT EOB o800R1PnaN, HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 1S NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, q 3 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. I USED, I I t4" F 9`• R Q�vMri GENERAL NOTE8: K;g L THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES — NO LIMIT >� CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE Q INTERNATIONAL BUILDING CODE CIBC}AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM x m w MEETS MISSILE LEVEL"D° ND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN�sI E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SNAIL BE $ y DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK a REQU7REMENf5 AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA o w 8U1tDING CODE SHALL BE LESS THAN OR E UAL 70 THE POSITIVE OR NEGATIVE DESIGN PRESSURE i CAPACITY VALUES LISTED HEREIN FOR ANY�SSEMBLY AS SHOWN. a 3. TESTING WA5 CoNOUCTEA IN ACCORDANCE WITH TAS 241J202(243 AND ASTM E188%EI996JE330. 4. OR SATIETY F ESSU NOTED HEREIN ARE BASED ON MAXIMUM`TESTED PRESSURES Divv1DED BY A 1,5 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND m ZONES,IN ACCORDANCE WITH ASTM E1996-09,IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHOR2TY HAVING JURISDICTION. ¢ PLAN �+ 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND p � VIEW y LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. T. DETE,jtMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0,85yyd IS i SHALL BE USED. F- -. { S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC '" I SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL -I ONLY.SE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME yt q PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER �`�� 61GI5-23 OF THE FLORIDA ADMINISTRATIVE CODE. E h 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W c CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VER�RUCH�ATT SU EXISTING TRUCT RE DOES 7N OT DEVIATE IN EITHER FORM OR MATERIAL FROMTHE 11, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING p OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNER,DATED AND BOTT13M TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAMING HISjHER APPROVAL, 12. EACH SHUTrTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOOtLdWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SE $ FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E18861,E1996&E330 TAS 201,202&203 FLORIDA BUILDING CODE APPROVED TYPICAL ACCORDION 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 T i u TIER CCORD ION K.S.I. 14, ALL BOLTS AND WASHERS{_EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A s!S!d MINIMUM TENSILE STRENGTH OF 60 K.S.L.,U.O.N.POP RIVETS SHALL BE 1J4"0 OR 3116"0 5052 � N.T.S. ALUM.ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR ag BOX LOCK AT CENTER OR SIDE CLOSURE. C 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQVUIRE. + fi 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMO ABLE ANCHORS, 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10', 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE g-2338 22, THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT I5 PERM1552BLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCAM BACK OF INE SLAT FACING QUTVYARO,FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN aaae osscasanop, PRESSURES AS NOTED 7N TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND 23. SHUAT AEMAYOBWE 1SSE D ED WITNR UP 7 (2)ADDIW7AIQI ABLApES OF 3tACK RE. °f a 2.874•• \\ 4765sC q'�y� PROJECTION VARIES 'YAP 115" 4,874'MAX, ,068" 1.07' 1.994" Q • 2.782" 1.825" „ 1.625" .825" � 125" 8 u. 100" 1,7 8" 100" .100" 1.7 B" .^o 143' v 1 g 143" 1.708" 143" 100' 1,708' * • t n 100" a m ,099' 195" 195' .195" 96" s .149' .195" .143, 195" '! 143 �21 N62' 062' N ,095" 62'630' .200 . 20L069.062' . 62" 0" ,062'13'0;n]" 200" ,510' 062 09 630 12yp•• ,5a6' 630' .5 0' tu,09 ,095' 1,069' 2.B 2 2,26 Q t7971" z,748'o9s" 030•5. 45"M X. 5.74 3.610" b Oj WALL BUILD OUT WAIL O HEAVY 2-LEG WALL 4 LITE 2-LEG WALL 5 HEAVY HEADER/SILL 6 LITE HEADER/SILL ama- SCALE.HALF SIZ SCALE.HALF SIZE 3 O O SCALE.HALF SIZE O.SCALE.HALF SIZE o wp g SCALE.HALF 512E SCALE.HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655• G 2.655" 1.925' 2.195' m 2.95" 75' 1,230' 1.825" ,510' 43 8 9B8 1�SB3" c - 2,655• - W o d 2,365' �y 600 .510" m 510' �0' ,065' 6iie F _ • 0 a L, in p I ,OC10 I i 1��i 7Ni h in 466" 0' QI I 621' I�� 1105' I 695' 1 l� I M c 105 d N I TYP 0i 1 ✓ a 060'. TY TYP, ~6 ,• 30" 1,069' .105' 1 ,621' 621• ___ ___� 2.300" ,250" 0" •F 1'9 4510' 2,195'81, 44.510' ,$� v O7 SILL O SILL ADAPTER O 1p EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE,HALF SIZE EXTENDED SILL SCALE,HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE 1.994' ,143' L43' &.603- 30.225• ,314" 1,708' f 0" y ,043" 325' d .250" ,297" .06 ASO 3,963• .030R 054" 0 2" 7 ' 510' p 1.625" 069" 10' 4 ,341' .069 q ry a Ye@ 1721' 133' 0,080' v s! 41 13 TYP. 6.8 SLAT BLADE 6.8 STARTER a a9eB• o1n'j� p6o• 0 rn O 17 6aP' ,630' ,096' SCALE.HALF SIZE SCALE.HALF SIZE ,130' 2' 2922' b Lei m 5 0115' ^ I pgOR lie, o" lg RADIUS CEILING HEADER/SILL 0,096• II 11 gb WALL SILL t02•• SCALE.HALF SIZE .180• ,080' SCALE.HALF SIZE B@ 227" o' 080'N I 0.090' CWfF FRWLEDMMRL 0 4' 15-2338 SCAM X20. PaOe 0e5CRIMON. CEIlg 6.8 STACK/CONECTOR SLAT/BLADE 14 SCALIHALSDER/SILL ��� WALL SILL CLIP SCALE.HALF SIZE SCALE,HALF SIZE .aTrurf)+rgrr C6 GONHFCTI4N TTPF6���" REFERENCE ANCHOR EXISTING •,�• a F {py SCHEDULE LE FOR MAX. STRUCTURE $ FOR MIRo B"MAX. 114-20 MACHINE B T •* t / GLASSN a GLASS TABE G1 CONNECTION TYPE W/NUT p 12"D.C. OR DOOR u,u OR DOOR k FOR IIYHL �w +m REFERENCE ANCHOR i9 l )I&E10=2 p SCHEDULE FOR MAX, N14 SMS(ya 6"O.C. 1T SEE TAME �wZ E TADIX 2 t3 o SPACINGITYP.TOP S BOTT\fv" ffi• (�Qx OFC) SEPARA11101 13 vim` IO G4ASS x u sL 1/4"-20 THOU BOLT W/ TO = #12 x 1/2"SMS(ta 12"Q.C. � X Q ta F: • o• •\C, LOCK NUT(la 12"D.C.OR w Ip OR 3/16"B ALUM,POP "t..,pat- !a /��(�,,^,/��0� / � 012 x 1/2"SMS P 12"O.C.E.S. "< RIVETS @ 6"O.C. OR 1/4"Q E m '� o 'VLIOR ttEJ .q�rraA�' OR 3/16"0 ALUM,PCP ALUM,POP RIVETS @112•'D.C. 4 •2%•'d RIVETS P 6"D.C. E.S. \ ''w ii AND 2 FOR 1 ti m yv OR 1/4"0 ALUM.POP RIVETS 1/4"MAX,FROM IN ESfftmAt. 19 ;9=0! 4 Ca 12"O,C.E.S. 1/4"MAX.FROM PIN ASSEMBLY G DE G s o t/2' 1!2"TYP. ®AND to io 3 t Q WASHER iTYP.i x y a N g ASSEMBLY—, WASHER(TYP.) S GLASS h FOR HNIL m o m " t/2"TYP. EXISTING CONCRETE. 4 CONNECTION TYPE OR DOOR SEE TAM 2 aZm 3gBLOCK OR WOOD FRAMING E G REFERENCE ANCHOR SFPARA pl oarW i SCHEDULE FOR MAX. TO am Lm pal a 3 CONNECTION TYPE SPACING AS SHOWN REFERENCE ANCHOR c f G SCHEDULE FOR MAX. 4 CONNEOTION TYPE IN DIAGRAM ON PG.101 Pl f OIS " SPACING AS SHOWN FtFFFRENtE ANCHOR SEpULE FO AF CHR MX. " 3 CONNECTION TYPE IN DIAGRAM ON PG.10! SPACING.ALT.FASTENER O m � 0 R *• REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.PRO NT AND w G 0 1/4"MAX.FROM Pitt SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D 2' GUIDE TO I USI i G l SPACING.ALT.FASTENER WITH THIS LOCATiCN Cl CONNECTION TYPE WASHER iTYP.) LOCATION.FRONT AND REFERENCE ANCHOR m / 1!W.MAX.FROM BACK ANCHORS NOT REO'O INSIDE MOUNT SECTION SCHEDULE FOR MAX. w' ` WITH TN15 LOCATION ti-' PIN GUIDE TO SCALE,3"n 1'-8" SPACING 5 CONNECTION TYPE BUSHING.WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR h A SCHEDULE FOR MAX. y rnN i )tTYPJSCALE,3"-T-0" EXISTING CONCRETE, SPACING a 5 2 OTE,FOR OETAIL5 A,B,D ANO E ON TtI{S S EET BLOCK OR WOOD FRAMING E BED, THE BASE TRACK MAY BE i�1STALLED itd SECTO NS` f IST X1/4"GAPS,PROVIDED TgHAT EACH SECTION HAS Cq BUILD OUT MOUNT SECTION •o r TYP.BCTTOM tNIMNU OF 12"ioHGETS�p{EppSKKILLNgAOC{LIA I T15RACK EXISTING CONCRETE, SCALE VER THE GAMS BE7WEEtJ SECTIONS.E CONTINUOUS BLOCK OR WOOD FRAMING XISTtNG JJJ/t EXISTING CONCRETE, STRUCTURE 0 3 0 BLOCK OR WOOD FRAMING E G ST 4 CONNECTION TYPE 02 CONNECTION TYKE Y! EXTRUSION 2 EMBED. CONNECTION TYPE REFERENCE ANCHOR EMBED. CONNECTION TYPE EXTRUSION I REFERENCE ANCHOR (1i SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SCHEDULE FOR MAY. p a � SPACING SPACING AS SHOWN IN DIAGRAM ON PG.10) t t6 w 1/2" 11R{2 1/2" 3 4 w o f GLASSR DOOR m w o g V2 w 012 x 1/2'SMS @ 12" ffE� 13 ,� m O.C.OR 3/16"O ALUM. I m ow u� t3 j o w p 7 POP RIVETS(B 6"'D.C, g m GLASS OR x g a o ORR1/4"0ALUM. PIVETS 0)12" P � �Q4,F DOOR—•- 2 in OVN Emu OR DOOR'--�HlH25EE �2 t3 m�t?NJ uN SO 11�ft paw s�dd� .� e qwa¢< 1/4"MAX.FROMN m 1/4-20 S.S.MACHINE E- 0.t- Q AND© 1/2"GUIDE TOBUSHING 4 u o SCREW&NUT Col u m ASSEMBLY 1!" w 12"D.C. a1_ T P. WASHER tTYP.i W N 1/4"MAX,FROM PIN oil G 4D MTD FSO N6 N CONNECTION iYPE 40 1!2" G D>r TO BUSH NO t iv WASHER ITYP.) EDG REFERENCE ANCHOR Q9 OR 2O WASHER(TYP.Ia S 6£ EXISTING CONCRETE, pl SCHEDULE FOR MAX. C2 CONNECTION TYPE 1Vf EXTRUSION Ip2 pfWAXLfiF!PJ COR,L i m SPACING AS SHOWN S CONNEOTION TYPE /EXTRUSION p r BLOCK G WOOD EXISTING D FRA CONNECTION TYPE IN DIAGRAM ON PG,10) REFERENCE ANCHOR 15-2338 OR FRAMING BLOCK DR WOAD FRAMtN6 REFERENCE ANCHOR SCHEDULE FOR MAX. 3"x 3"x 1/4"CONI. CONNECTION TYPE 012 x 1/2"SMS t2'" SCHEDULE FOR MAX. SPACING SCAIai Q FsTtEStxiPTIDxt 6063-T6 ALUM.ANGLE REFERENCE ANCHOR Q C•OR 3756"B ALUM, SPACING.ALT.FASTENER EXISTING CONCRETE, 6063 BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"D.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING fMAYSCALING OR 1l4"B ALUM.P BACK ANCHORS NOT REO'D AS SHOWN DASHED) WITH THIS LOCATION wll� RIVETS @)12"D.C. WALL MOUNT SECTION Q CEILING INS{DE MOUNT SECTION WALL SUILD OUT SCALE,3"o T-0^ SCALE 3"=t'-o" 5 CTION SCALE,3"n T-0" ANCHOR SCHEDULE: CONCRETE TOP FLANGE gNCH R SEE SPACING 0x9 ••. q9�o 2 x 8 TYP. 2 AN 8 fd OttUTSIDE 2.5"MIN EDGE DISTANCE SECTION X) Spans Uo To 6'•0" Spans Ua To B'•8" Spans Vo To 13'-0" .4 li gLOAD CONN TYPE CONN TYPE CONNTYPE O ANCHOR (ps0 C1 C2 C3 C4 I C5 I C6 Cl I C2 C3 I C4 I CS I C6 CS I C2 I C3 I C4 CS I C6 1/4•ITW TAPCON OR ELCO 48 16,0"16.0"16-0"116-0"11G. 6.0"16.0"1G. 3G.0"16.0"16.0"10.5"10.0"I6.0"]3.0"15.5"16.0" 6.5" 6.0" 9.5" 9.0" O O O j •• t ULTBACON WITH 1.3/4• 62 16.0"16.0"12.5"12.0"16.0"14.5"16.0"16.0" B.D"T 7.0" 13.0"10.0"11.0"30.0" 5.0" 4.0" 6.0" 7.0" •� 'O EMBED(3192051 MIN CONI) 72 16,0"16.0"10.0" 9.5" 16.0"12.5"SSS•16.0" 6.51,16.0- 9.5" 9.0" 9.0" B.0" q.0" 5.0" 6.0.1 1 S TYP' 1 S(�INSIDE 3 OR HEADER/SILL `."Y j7•. TA pL 110 14.5"14.5" 6.0" S.5" 8.5" 8.5" 9.0" 7.5"!4.0" 4.5" 6.0" 7.5' 6.0" 5.D" BOT.FLAN E ANCHOR(.SEE SPACING 7+���� �y¢• '�� 1/4"MILLENIUM MRIFAST 48 60"160"16.0"16,0"16.0"160"160"160" 1D.5"1fi.0"140"145"345" 6.5" 6.0" 9.0" 9.5' SECTION ) SIDE CLOSEST TO OPENING oP3A//P, ,it`��GNr•�'! WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16.0"IS.S'16.0"16.0" 7.0" 12.D"11.0"10.0" 9.0" 5.5" 7.5' MIN CONCRETE) 72 16.0"16.0"ID.5" 9.5" 16.0"13.5"14.5"14.S" G.S. 6.0" 9,0" 9.5' B.5" 7.0" 4.0" 4.5" 6.S' NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. a uj � 110 13.0"13.0" 6.0" s.s" B.D" 9.0" 0.0" 7.011 a.s" s.D'1 fi.s" s.s" s.S' SPACING DIAGRAM FOR C1 CONNECTION TYPE: [� a pJ 4 200 6.5" S.5" 5.5" 6.5" 5.51, 5,5' 6,5" 5.51, 5,5" m ¢R 4 -Cl CONNECTION TYPE USING PIECE 0 OR Q N 9 ul 3/4'El.CO CREIEFlPX 854 48 16,0"36.0"16.0"16.D"16.0"16.0"36,0"I6.D"16.0"35.0"16.0"1fi.D"16.0"16,0"ID.O" 8.5" 72,5"14.0" � N W/2'EMBED(3350ps1 MIN 62 16.0"1fi0"16.0"16.0"16.0"26.0"16.0"16.0"12.0"10.S'16.0"16.0"14.5"13.5" 7.0" 6:5" 8.0" 11.01, ul n LDNC) 72 16.0"16.0"15.5"14.5"16.0"16.0"16,0"16.0"10.0" 8.5" 12.5'14.0"12.0"10.5" 6.0" 5.0" 6.5" 9.5" 'y 7 / 8 COMBINATION 110 16.0"16.0" 9.0" 8,0" 11.5"13.0"12.0"10.0" 6.0" 5,D" 6,0" 9.0" 10.0" B.0" S b: 1 / 1 COMBINATION 200 10.0" 8,0" 5.0" 4.0" 5,0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" B.0' 10.0" 0.0" 5.0" 4.D" 5.0" B.0" •D 1"MIN EDGE DISTANCE 9 / 0 COMBINATION a O 1/4"ITW 7APCON OR ELM CI C2 p CA CS C6 CI I C2 p C4 C5 C6 Cl C2 I p I C4 CS C6 0 ULTRACON WITH 1-3/4" _48- 6=0010 6." 7.5" 7.5" 16.0" 7.5" 16.0' 16.0" 5,0" 4.5" 160' 5.5" 15.0" EMBED(3192051 MIN CONC) 62 16.0"16.0" S.EP 5.5" 16.0" 6.0" 16.011 16.0" 12.5" 4.0" 10.5" BED(3192051 MIN CONC) 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"1S.5" 9.5" 9.0" 7.5" 4.5" ,. rn 110 14.0"14.0" 8.5" 8.5" 7.5" 4.5" 7.0" 6.0" S S ri 200 6.0' 7.0" 1/4•MILLENIUM MILLFAST 48 160"16.0"13.0"130"16.0"13.S"16.0"16.0" 8.0• 7.5" 16.D" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5'• NOTES "S"INDICATES ANCHOR SCHEDULE SPACING. W WITH 1-3/4"EMBED(3275PSi 62 16.D"16.0" 9.0" 8.5" 16.0"10.5"14.0"15.0" S.T. 5.011 9.5" 7.5" 8.0" 7.5" 4,s" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: S MIN CONCRETE) 72 16.0"16.0" 7.S' To" 16A" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4S" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE h 7 110 10,5"10.5" 4.5" 4,0" 6.o" 6.0" G.5" 5,5" ANCHORS ONLY W o, 200 5.5" 4.5" S.S. 4.5" Y1111A S.5" 4.5" -C4 CONNEC710 TYPE USING PIECE®OR ® WITH O 5 c OUTSIDE ANCHORS ONLY o� 1 1-1/4"MIN EDGE DISTANCE d ANCHOR W/7 8"SOUD•SET Pi ANCHOR W/7/8"EMBED B Cl I C2 C3 I C4 I CS I C6 I Cl I C2 I p I C4 I CS 1 C6 1 Cl I C2 I C3 I C4 I C5 77 ANCHOR NOTES? '}'3 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 1G.0"1D.0"16.0"16.0" 6.0" 5.5" 16.0" 7.0" 10,5"13.0" 3.5" 3.5" 6.5" 4.51 (3DOOpal MIN CONC) 61 16.0"16.0" 7.0" 6.5" 16.0" 8.0" ]3.5"14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7,0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING v g 72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 30.5"11.0" 3.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE o 3 ' ] 110 10,0 10.0 3.5 3.D" 6.0 4.5 G.0" 5.0 3.0 3.0 5.0'• 4.0 LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 3). - 3 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" 2• ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 1/4°ALL•POINTS SOLID-SET 9"MW EDGE DISTANCE EQNUAL TO NEGATIVE DES DISTANCE. LOAD ON SHUTTER AND SELECT SPAN GREATERR °f R ANCHOR W/7/6•EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 r3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4.20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14,V'13.0"16.0"16.0"16.0"16.0" B.5" 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, (3000ps1 MIN CONC) 62 16.0"16.0"116.0"15.0"]6.0"16.0"16.0"SG.O"10.0" 15.0"13.5"12-1 G.0" 5.5" 7.w. 9,011 72 16.0"16.0"13.0"12.0"36.0"36.0"16.0"16.0" B.5" 7.5" 11.0"12.0"10.5" 9.0" 5.0" 4.5" 5.5" B.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE R^C. •� 110 36.0"16.0" 8.0" 7.0" 10.0"11,0"10.5" 9.0" S.0" 4.5" 5.5" 8,0" B.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 D.5" 7.0" 4.0" 3.5•' 4.5" 6.5" S.S" 7.0" 4.0" 3.7' 4.5" 6.5" 8.5 7.0" 4,0" 3.5" 4.5" 6.5" CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. ' W/114.20 SS SOLT AND Cl I C2 I C3 I C4 I CS I C6 I Cl I C2 I C3 I C4 I C5 I C6 I Cl I C2 I p 1 C4 1 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE II-EMBED(3000051 MIN As 16,0"16,0"1.N.:: 6.0"16.0"16.0"116.0"116.0"116,0"10.0" 9.S' 16.0"33.0"13,0"12.5" 6.0" 5.5" 7,5' 90" ONLY, $ g 62 16.0"16.01,1.5" ILO" 7.5" 6.S' 10.0"10.5" 8.5" B.0" 7.0'. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 72 16,0"16.0" 9.5" 9,0" 16.0"12.5"12_0"12.5" fi.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT d 6a 110 11.0"11.0" SS'I S.W. 6.5" 8.5" 7.0" 6.0" 6.0" 5.5" 5,0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER a a a S 11 200 5.51, 5.0" S.Y. 5.0" 5.5" 5.0" FINISHES. i 1/4"POWERS SS DROP-IN a-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS 'd W/114.20 SS BOLT AND Cl C2 C3 C4 CS C6 CS C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 VARY,FIELD VERIFY THAT FASTENERS ARE INTO dDEQQUATE WOOD FRAMING 1°EMBED(3000pz1 MIN 48 16.0"16.0"36.0'•16.0"16.0"16.0"16.0"16.0"11.0"10.0"3G:0"14.0-113.0-1113.0" EPA, 8.0" 9.5'• MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR a� CONC) 62 36.0"16.0"13.0"32.0"16.0"35,5"76.0"76.0" B.0" 7.0" lOS"11.0" 9.0" B.0" 5.0" 5.0" 7.5" SIDE CLO§URE PIECES. e 72 16.0"SG.O"10.5" 9.S' 16.0"13.5"13,0"13.0" 6.5" 5.5" L.O. 9.5" 7.5" 6.5" 6.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER @ u , 110 12.0 11.5" 6.0• 5.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6.0" 5.0" S.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2'X 4'`MIN.)WOOD STUD.31 4' !1 200 6.0" 5.0" 5.5" G.0" 5,0" 5.5" 6.0" S.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING G SCREWS SHALLLL t " HAVE PHILLIPS PAN HEAD OR HEX HEAD. kg[7t ep 2"MIN EDGE DISTANCE 1� �d tl d 8 012 EMS W/2•EYewALL Cl C2 p Gi c5 c6 Cl C2 p C4 c5 C6 a C2 C3 C4 CS C6 9, �5E ANCHOR AND MAYHAVE EMINIMUM THER A PAN HEAD TRUSS HEAD,,OR W AER IN �=FR1v9L0ENWMP.E ARMOR INSERT W/) EM ED 48 16.0"160"13.0"13_0"16.0"13.5"16.0"16.0" B4O" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (2DOOpsI MIN caNLy 62 16.0"16.0" 9.5" 9.0" 16.0"10.5"16.0"16.0" 6.0" 5.5" 12.5" 7S" 10.5" 9.5" 3.S" 3.5" 5.5" 5.0" 15-2338 72 36.0"16.0" 8.0" 7.5" 1&0" 9.5" 14.5"15.0" S.O" 4.5" 9,0" 6.S" B.5" 7.5" 3.011 4,5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SC Le, 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" B.5' 7,0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.5" 3.511 r wl Dp60A1PTioN, DESIGNATES ANCHORS WHICH ARE REMOVABLE DY REMOVING MACHINE SCREW, - 200 7,0" 5,5" 3.5" 3S" 7.0" 5.5" 7.5" 3.S" 7.0" 5.5" 3,5" 3.5" NUT OR WASHER WINGNUT. - 01 SMS W/2.7S•EYEWALL 48 160"16.0"16.0"160'16.0"16.0"16.0"16.0"11.5"11,0"16.0"14.0"16.0"16.0" 7.0" 6,5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. °• ARMOR INSERT W/2.5• 62 16.0"16.0"13.5"13.0"16.0"15.5'•16.0"16.0" 8.5" 8.01' 16.0"11.0"13.5"32.0" 5.5" 4.5" 7.5" 7.5" 9s EMOED(2000 051 Mt ON 72 16.0"16.0"11.0"10.5"16.0"13.5"16.0"16,0" 7.0" 6.S' 11.5" 9.51, 31,0" D.5" 4.5" 4.0" 6.0" G.0. 11. WHEN ApNCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO O 110 16,0"16.0" 6.5" G.0" 10.5" 9.0" 11.0" 9.5" 4.5" 4.0 5.5" G.0" 9.0" 7.5" 3.S" 3.0" 4.5" 5.0" GRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" ].5" 3.0" 4.5' 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.011 7.5" 3.5" 3.0" 4.5" 5,0' riunua tsunumg Loae unime ( ,tel /TJVLod Page 1 of 2 J8f SY' s a .Z,Krx F.�+' "'F-�e-"^--�---�f�"-+;e.^�n� , ,-,-.-..�.,.-5,•, �`i �J • t s 9orida Dc"Q3rt01aritq SCIS Home i Log In I User Registration ? Hot Topic ; Submit Surcharge Stats&Facts Publications R FBC Staff ? BCIS Site Map Links i sSearch i Business ) Professional #f r u,r u iAipproval Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail �� �� a �. fir/ •'aa.. 'a,�,rn ;,j FL# FL11103-R2 Application Type Revision Code Version 2014 SEP 15 2017 Application Status Approved PERMITTING Comments St. LU60 CgunlY. F¢ Archived ; " 11-4' a� N 33;; qq � � r� \, j3 Product Manufacturer Custom Window Systems Inc. i�,' f, �4f Y�d f tj 4 Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,Fl-34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 'Wj Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReo CWS-298B(SGD-8900 IMP)odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By hos://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 7/15/2015 i'tvttua yuuuutg t-our,unime Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11103 R2 II CWS-298B(SGD-8900 IMP)Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP=+/-60 psf,Max.panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02 odf 8'.Config.include OXXO,OXO,OX,XO.Glass complies to FL11103 R2 AE EvalReo CWS-298B(SGD-8900 IMP)Ddf ASTM E1300-04. FL11103 R2 AE Ouanex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*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: c--Q- sccuri1v.%tnau'5- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 7/15/2015 GENERA SLIDING GLASS DOOR - IMPACT 1.THEP PRODUCT Q39® (�_, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORID"4474 191 118' W W W.CWS.CC 48 7/8" MAX UNIT WIDTHMAX 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC 41 3/4^ 4.DESIGN PRESSURES: SLIDING GLASS 96" GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT TABLES ASTM E-1300-04. MAX __DLO __ __ _1 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04. N v O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE cnv 93 1/2" 86 3/B"O A MAX B GLASS S DESIGN OF THIS PRODUCT.SEE SHEET FOR INSTALLATION DETAIL o 0 0 PANEL DLO WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR Y HEIGHT a p 8 CALCULATIONS. w }m 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Cn e REQUIRED. 0 ZD 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY v A A WELDED. 6 8.SERIES/MODEL DESIGNATION:SGD-8900. a CL a 96" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ' o v 14513/16" +�- PANELWIDTHJ 0) MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. MAX UNIT WIDTH � 0 487/8* 48 7/B" 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. MAX PANEL WIDTH 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS, ¢ Z 413/4" �- --413w— GLASS 413/4"GLASS GLASS 96" DLO 96• DLO .`�GPy•v�G E N g �/Q?ii: MAX -- - -- MAUNIT X -- ��Ji•: No 58201 HEIGHT HEIGHT Lucas A. * *C Turner i �; 931!2" 863/8.O x O 931/2" 2015-04-20 ^'91. STATE OF ,tu4 MAX D GLASS D MAX E E 1.0.. �,. PANEL DLO PANEL O X 12:30-04:00 ��T•.�� OP.:�17z. HEIGHT b HEIGHT GLASS a ��-�Ss,ONA Z,,"+, DLO y� C' C' 4/`3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE MAX.SIZE RATING IMPACT RATING PANEL DESIGN PRESSURE DRAWN BY: DATE:ELEVATIONS GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96 X96 +/-60 PSF LARGE MISSILE IMPACT DWG#: REV.: SECTION VIEWS OXO&XO................................3 EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 e ANCHOR SCHEDULE&NOTES............................5 OXXO 191 1/8"X 96" SCALE: SHEET INSTALLATION DETAILS.....................................6 - +/-60 PSF LARGE MISSILE IMPACT 1:33.33 1 OFR (TYP) WINDOW SYSTEMS 6"MAX. MAX D.C. 4-(TYP) I 1900 SW 44TH AVE. (Typ) (TYP) I OCALA,FLORIDk34474 WWW.CWSICC 6*MAX—FF- 8900 PVC (TYP) it MAX.D.C. SLIDING GLASS (TYP) DOOR-IMPACT co Z P du W cc w (L o ir a. m , uc" ca < %P,%lisillifit"40, NlDREW Ic 4-J..,v ftz. No 58201 ANCHOR LAYOUT NOTES: 0STATE OF � . i.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. N 2,SHIM AS REaD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. zsz* 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE i,SHEET 6. 413/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 s.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH,941.380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS 'SHEET—DESCRIPTION: TO SOLID CONCRETE 08 GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2"FOR MASONRY,I"FOR WOOD AND METAL. 5—RAWNBY.' -DATE: S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06103/08 SUBSTRATES SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV7— 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 8 FMAIAAMA 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS),FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). TdXL—E. SHEET 5OF 6 1:20 SHEET 1:20 TYPICAL HEAD ANCHORAGE 2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX.SHIM "• SEE TABLE 1 WINDOW SYSTEMS��� INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORID,34474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 E] 8900 PVC PERIMETER SEALANT O 1/4"MAX.SHIM SLIDING GLASS BYINSTALLER �d ID DOOR-IMPACT INSIDE AND OUT 6 7116"MIN. In N INSTALLATION ANCHOR INTERIOR o 0 O SEE TABLE 1 o Y 7A MIN.EDGE DIST. w m SEALANT BETWEEN SEE TABLE 1 SILL RISER AND FRAME Q BYINSTALLER LL ff! O 4p PERIMETER SEALANT BY INSTALLER P �2 Ln INSIDE AND OUT a Z > PERIMETER SEALANTImo,❑ a W BYNSTALLER 0 SUBSTRATE BY OTHERS ¢W CC INSIDE AND OUT SEE TABLE 1 a o a WEEP HOLES R r1 HORIZONTAL SECTION MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE ¢ o cf) SEE TABLE 1 a w SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 m ¢ Z TWO ANCHORS PER SEALANT UNDER SCREW 27/16° MIN.EDGE DIST. FIXED CLIP THROUGH �� �RE rgej�4 HEAD BY INSTALLER MIN. SEE TABLE 1 PREDRILLED HOLES ,,5 P°C°E NW VERTICAL SECTION 1/4"MAX.SHIM 6 TYPICAL SILL ANCHORAGE C�,GP FIXED PANEL �• No 58201 MIN.EMBEDMENT SEE TABLE 1 S O; a -719: STATE OF °:AU� TABLE 1:APPROVED INSTALLATION FASTENERS 0 FIXED PANEL SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" EDGE DIST. SEE TABLE 1 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" y� CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1.3/4" 1" i- HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" ❑ 4/3/2015 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 2.1/2" 17 718" p LUCAS A.TURNER,P.E. 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" I FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1_/8" 1^ 1239 JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK•FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,- 34288 7/16" CLIP ANCHORS MUST PH.941-3801574 (33 KSI YIELD MINI) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) C HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG 8: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU ASTM C-90) scALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 Florida Building Code Online Page 1 of 3 C Wj .a 1 7 /n t V o T 5 x ky'a lU # -�,.. � �t�Y9'^,p����.•,c�-t+�,��,�'Y-�,-�`"at� c r��- �..�rK'''""��Sh.i '`,r� a��tat;:��a .. Zr.•".�`"�, -.�.:-;a< .. r y"'i.,%i i,?�..,...ati r r,� i� "rif'` -. - .4 `1 eaEm ''`�. Florida Depftentq SCIS HomeLog In User Registration Hot Topics Submit Surcharge ! Stats&FacLs Publications ! FBC Staff `: BCIS Site Map ! Links Search Business� r} :�ag Professional `Y ,US�P�icUserApproval RECEIVED Reguiatio;l �1M r Product Approval Menu>Product or Aoolication Search>Aoplication List>Application Detail SEP 15 F�7 FL# FL5823-R6 MIT PER County, Application Type Revlsio Code Version 01St. LuCie County, FL Application Status C_Approved rXiU Comments 04/16/2015 , Cr i %, Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung 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 Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R6 COI Eva1Rep CWS-155C(SH-8100.Imoact).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 https://floridabuilding,org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiE... 10/27/2015 Florida Building Code Online Page l or j , t Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products +l FIL Model,Number or Name Description " 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-155C(SH-8100,Impact).odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,Large Missile,see installation dwgs.for Max.size FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf and DP.Outer lite in I.G.must be safety glazed when used FL5823 R6 AE EvalRey CWS-155C(SH-8100 Impact) )df above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-440B(SH-8100,IMP,74x_6.3_, Approved for use outside HVHZ:Yes CONTHDSL).odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party:Yes Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports must be safety glazed when used above 30 ft.In HVHZ. FL5823 R6 AEtDuPont PVB NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-440B(SH-8100.IMP.74x63, CONTHDSL).pdf FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02.0f Created by Independent Third Party:Yes 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-491B(SH-8100,IMP,74x72, Approved for use outside HVHZ:Yes CONTHDSL).odf Impact Resistant:Yes Verified By:Lucas A.Tumer 58201 Design Pressure.,+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,DP=+/-67.5 psf,Max,size 74-1/8" Evaluation Reports x 72".Outer lite in I.G.must be safety glazed when used FL5823 R6 AE DuPont PVB NOA 13-0129 27 odf above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-4916(SH-8100 IMP.74x72, CONTHDSL).odf FL5.823 R6 AE Ouanex(Mikron)NOA 12-1017 02.0f Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-2950(SH-8100.IMP.52x96).pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:Large Missile,52"x 96"w/5 HI sash,+/,-67.5 psf. FL5823 R6 AE DuPont PVB NOA 13-0129 27.0 Outer lite in I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.()d ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-295C(SH-8100.IMP 52x96).pdf FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes Bark NF1 hutps://Roridabuilding-org/pr/pr app Od.aspx?param=wGEVXQwtUgvMdF6zR4iBLrSiE... 10/27/2015 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: (SHOWN W/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 54318 OVERALL FLANGEWIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC 371 3.CONFIGURATIONS:"000'. MAX.UNIT WIDTH OVERALL FL�NGE WIDTH SINGLE HUNG 4815/16" 4.DESIGN PRESSURE RATING: IMPACT GLASS OLD -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND MAX UNIT WIDTH__ GLASS TABLES ASTM 15-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Z MAX GLASS DLO ASTM E-1310-04. Q F 3113116 INFILTRATION TEST PRESSURE AND GLASS TABLES 771/4 OVERALL F1 A -0 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED FLANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHORM LU 0 >- HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FL'Uj_ < to 0 33 islis 631/0 r ANCHOR CALCULATIONS. C0 GLASS 11 g 8 z OLD OVERALL 0 MAXFLANGE 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY 0 (0 MA . HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL aw iE UNIT 0 GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HEIGHT 62" B MAX DLO HURRICANE WINDS AND FLYING DEBRIS. cc a. IL_ UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 HEIGHT USED AT FIXED MEETING RAIL AND JAMB. w Uj w cc B 0 F — rn 8.SERIES/MODEL DESIGNATION SH-8100. CL _74) 1 2z! I B MAX. c 34" LASS L) m < 0 S 6 G 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: z HEIGHT x D DLO MAX X.OPERABLE SASH,0.FIXED SASH T -, :` ", Lou SASH x $trip,, HEIGHT �AOREW I!,, GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .......... DLO _,s%c 0 LOCATION. C _n &,4 No 58201 *-'P'Z 11.EXTERNAL WEEP SLOT-1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS, C A 12,SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". STATE OF N 463/8 0. .. UZ %� P �-'•-'glft GLASS DLO GLASS DLO 0 R% N 49 11116' 315116* Lucas A.Turner MAX.SASH WIDTH MAX SASH WIDTH 2015-04-09 141101 111101 12:43-04:00 '-e--f 4191201.9; LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 SHEET DESCRIPTION: DESIGN PRESSURE LOCATION MAX. UNIT SIZE IMPACT RATING GENERAL NOTES AND TABLE OF CONTENTS RATING ELEVATIONS GENERAL NOTES&ELEVATIONS I NON-HVHZ +/-65 PSF DRAWN BYt DATE: GLAZING DETAILS...............................2 53-1/8"x 76" ADE 06110/08 SECTION VIEWS&ALT.FRAME........3 HVHZ 67.5 PSF DWG#: -RE—V.. EXTRUSIONS&8.0-M ................4 LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES..........5 NON HVHZ +65/-75 PSF GWS-155 C INSTALLATION DETAILS.....................6 36"x 62" L +67.5/-75 PSF SHEET 15°MAX.O.C.(TMWOFIDOW SYSTEMS P.) 4"MAX.(TYP.) B"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX.(YP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) 4'MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) W WW:CWS.CC ANCHOR AT MIDSPAN(TMP.) 4"MAX.(TYP.) 6"MAX.(TYP.) I I 6"MAX.(TYP.) —— —_ 8100 PVC 8 J I SINGLE HUNG 14' O MAX.O.C. IMPACT MA (TYP.) MAX.O.C. (TMP.) O.C. 1013/16' I I (TYP.) MAXF- I I X. sstf MTG RML I I (TYP.) O r 0 0 TTT � Y ly W 4"(TYP.) T .._�I.:roRna w LL ¢ m 4'(TMP.)J X X 4"(TYP.) I V I c3 0 �7 CO) I I I I X I I X I m LL O 4 4 pop 1Q21 N N LL z W x ¢ 9D: m a ufimn- w � w Q ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0 0 o m SIZES OVER 36'x 62' SIZES OVER 36"x 62" SIZES 36'x 62"AND UNDER SIZES 36"x 62"AND UNDER EL > U m lo, ,`I�IIIIIIIIfff f1 .��CENS�•.�A,y��� N. 58201 :-P C O: :CCC NOTES: '9 STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. /F'•{O..": 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE ,,41-9f0NAi►�?�,`, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, x� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. A.4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCASFLPE#58201 P.E. BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 6. 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. s EET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN SY: DATE: ADE 06/10/08 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, o G A: _AEV. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMAIAAMA/WDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN,EDGE DIST. SUBSTRATE 1800 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS 1/4'MAX.SHIM SEE TABLE 1 Ww CWS.CC FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BYINSTALLER INSTALLATION ANCHOR SINGLE HUNG INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM C, OFPERIMETER SEALANT o 0 o H PERIMETER SEALANT BY INSTALLER $ o O BY INSTALLER = INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR w p } SEALANT BEHIND SEE TABLE 1 w 1- ¢ m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U) FIN BY INSTALLER v v ZO SEE TABLE 1 HORIZONTAL SECTION �i P°i g HORIZONTAL SECTION C v o ¢ cn 6 TYPICAL FIN ANCHORAGE > 6 TYPICAL JAMB ANCHORAGE o 0 HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N lL Z www � � IL a a 2 1/4"MAX.SHIM a ¢ a SEALANT BEHIND s s 0 FLANGE BY INSTALLER O U m ¢ Z PERIMETER SEALANT MIN.EMBEDMENT ��•�"�ORE1y,I BY INSTALLER SEE TABLE 1 ��� PN,..•-" INSIDE AND OUT ••�6Q?"VSO E NSF•.'A,y�! • i c No 58201 •1 SUBSTRATE BY OTHERS Z# * S*= SEE TABLE 1 I MIN.EDGE DIST. " SEE TABLE 1 ` �A1 VERTICALSECTION �� STATE OF � 6 TYPICAL SILL ANCHORAGE �00i�t�s'�" 0 R 10 9'C?\2�•• TABLE I:APPROVED INSTALLATION FASTENERS L h FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#56201 FLANGE CONCRETE(2.0 KSI MIN,) 3/16"ITW TAPCON 1-1/2" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"[TW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2.1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"[TW TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318" 7/8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06/10/08 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED D G 4. REV.: 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/ts" CWS-155 C 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 7/16" SHOWN FOR FLANGE WINDOWS. scAL ` SHEET 1:2 60F6