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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT NO: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: CB V/V'�7D St. GCj� County 3. DESCRIPTION OF PROJECT: �5*10,A t / AJXL S 61J Vol% �i✓/N®C+vJS 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: OTHER: 5. OWNERS IN�F`ORMATI N 1 NAME: ISO1yxf ADDRESS: 696a `.O q l.I r-o- Yell/ e, CITY:'E--. ViC (- C- - STATE: s ` ZIPCODE:SHQCJI PHONE: EMAIL: Type of Surface attachment: Wood Frame 6. CONTRACTOR'S INFORMATION /� ") / FL REGISTRATION/CERT #: l�QQC- 1� �JlJ / f 2 COUNTY CERT #: BUSINESS NAMES.pLC'-,, I `Qr t 6C .- j U rY\% rkU+yy— PHONE MBERn-a ' ^(3 EMAI?Wp boob« M 0'1 SOu-+h o Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS Ft- 113AW ACCORDION ROLL -UP FABRIC OTHER 1 I ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $'Tl}©� PERMIT FEE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this lica On is rrect nd that all work will be done in compliance with all applicable laws regulating construction and zoning. W NT N F OWNER ORCO CTORij/Q ALIFIER SIGN E OR C R/QUALIFIER STATE OF FLORIDA COUNTY OF �• 1_- , `P i Ga�i,� ACKNOWLEDGED BEFORE ME THIS — DAY OF D--C 20 L3 BY, `��' a%/'\WHO 1 RSONALLY KNO T OHO HAS PRODUCED AS IDENTIFICATI r \ 0. kq\ a �R, TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER 1 1 S �Y � °` * r ;q<; ' VICTORUANNWOLF S>{y�l00MMISSION # EE 107195 EXPIRES: June28, Publlc Under SI 'NATURE OF NOTARY TITLE: NOTARY PUBLIC •moo? Bonded Thru Notary _er NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC 1 DATE: \ RECEIPT: PERMIT NUNII3N:R: a J PLANNING & DEVELOPMENT SERVICES DEPARTMENT ® BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue "F Fort Pierce, FL 34982 (772) 462-1553 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE/ DOORS 1. LOCATION/SITE ADDRESS: II,�� Q 1 2. PARCEL ID NUMBER: 13O l - V�O OI Q(D- `� - 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: /dt 1A11ft40~& I U e*O'LewZ"V� 4. TYPE OF STRUCTURE: SFR MOBILE HOME 5. OWNERS INFORMATION I Name: T%Ober C."O e Address: q4bn C( lV.l r�0. A.VP- City: F' . PIt.X'CP. Stater Zip:'-�Ci CJ) Phone: Email: OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: &I-Cd County Cert #: � o ZO -7 Business Name: smd 1 Vr Dr iris- A ((,►mt, I')U3�- Phone Number: YIS,— ry(aLo' l 1'6 Email: SF S COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS �. ,!p• Flq6ql SKYLIGHTS SLIDING GLASS DOOR Y t IIffpFf SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 6006 '— FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained m this app cati is come t and that all ork will be done in with laws regulating constr ction d zonin . �all j\comp_liance ^applicable PRINT OWNER,0 CONTRAC OR/QUALIFIER NAME SIGN TU CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF �� ,C�J�� ACKNOWLEDGED BEFORE ME THIS DAY OF_ e 01- 0, 20 \J BY _- , HO IS PERSONALLY KNOWN TO ME WHO HAS PRODUCE AS IDENTIFICATION. w ` ` SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NO ARY "'• CTORIA ANN WOLF 0 P'14" , SE MMISSION k EE 107795 TITLE: NOTARY PUBLIC COMMISSION NUMBER MY ; y o EXPIRES: June Public nden BondedThruNola�PublicUnderwriters ofN NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOSEPH E. SMITH, CLERK OE` l CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3908287 OR BOOK ?-, % PAGE 2490, Recorded 12/18/2013 at 'i3 AM NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS 52,500.00 PERMIT #: TAX FOLIO State of Florida, County of L 41 ew, , the undersigned hereby rovement made to certain real property and in accordance with chapter 713, Florida statutes, the following) information is will be provided in this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADD S IF AVAILABLE): W I r\&WS *' `34'pr M 2 GENERAL DESCRIPTION OF IMPROVEMENT. 3. OWNER r ( (II Lessee contracted for a. Name: the improvement) Address: b. Inlerest Ln property: C. Nome and address of lee simple title holder (if other than owner): a. Name: _SOUTH FLORIDA ALUMINUM PRODUCTS, INC. - - — Address: _4801 SOUTH US I. FORT PIERCE, FLORIDA 34982 b. Phone number: _772-466-09I3 S. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): O. Name & Address: b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: C. Name 8 Address: b. Phone number: 7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES: a. Name & Address: b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HERSELF, o. Owner designates of to receive a Copy of the lienor's notice as provided in section 713.13(I)(b). Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE 15 ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING t TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF (SECTION 92,525. FLORIDA STATUTES SIGNATURE OF OWNER or LESSEE or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER SIGNATORY'S TITLE/OFFICE ACKNOWLEDGED BEFORE ME THIS ADAY OFj�O 3 By: NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT AS EXECUTED (T#[tSONALLY KNOWN OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED (. I .t Q CA-a;-r,W01F NOTARY SIGNATURE NOTARY PRINTED NAME •nyy�,{gBgNN�IE@1BT'!iB j✓ tm�lasy28,2015 Undr.��r" NOTARY SEAL STATE OF FLORIDA ST. LUCIE Coufuy THIS IS TO CERTIFYTHATTRIS )e TRUE AI�P ),CORRECT COP/ OF' ORIOiItIJ'tI Date: €/ltLa•r� E€i=€itali€at1€aa€ to Address: 8402 Coquina Ave drown/Rance: 02 :34S :39E ap ID: 13/02N ,ning: RS-4 T€€e hila nml fit.€€I€n" wTer: Robert A Conkle Jr ddress: 8402 Coquina Ave Fort Pierce FL 34951-1088 le" lmomnr, Nib Date Price Code Deed 1/31/1997 42500 01 QC 7/1/1981 13000 00 CV 5/1/1980 10000 00 CV Ncx ;...a Pa€•celll?: Account Pt: Ulse Tyl)e: City i.nty: 1301-608-0106-000-6 2093 SF Res Saint Lucie County l:x€�€a€st.i€}sss 1'i•a�€aalt� I1€}rssz i't' ��UCIEC0 LAKEWOOD PARK -UNIT 8- BLK 92 LOT2 (MAP 13/02N) (OR 1059-1917) 24)13 Book.//Pag,c 'M13 Final: 95400 1059 / 1917 Assesscd: 95400 0359 / 2022 Ag.Crcdit: 0 0332 / 2354 IExentpt: 50000 Twa able: 45400 Taxcs: 1100.88 1I1.'lLDING 1.N1'{. RMA 1 10 ,and Value: 7400 Acres: 0.25 Building Value: 88000 Finished Arca: 2179 SgFt R.00lC:over: SD - Dim Shingle RoolStruct: HP - Hip ixti'ypc: HC- - HC- Ye,:u•Blt: 1983 Fume: - iradc: C- - C- IEIIYrBIt: 1983 Prin:cw"JI: BM - Brk/Masonary Ite€yll rht: 0010 - 1 Story No.Uaits: 1 Secwa€ : - dRooms: 3 Electric: MX - MAXIMUM P€n,IntWall: DW - Drywall IlBrth: 2 HeatType: FHA - FrcdHotAir Avgrlt F1: ?Bath: 0 HcatFuel: ELEC - Electric Pnn.i'lort: CU - Carpet v C: 100 %11--ated: 100 %Sp€i nid ed: 0 c'€ Nl I•r;:€€€€a-c:+€ :and and L.uI4 in,w"€wua ilm .pe Y/S Qty. UlliB QuaL Cond. YCBIt. No. Lse'Fype 1'}}u Measure VC — Driv-Concret Y 1 720 AV AV 1983 1 0100-SF Res LFI -Front Ft 90 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Dq) 120 iuI)U, to rloncia dUllding Code Online gn Prol a D.arr*mf BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Search Busines ProfeSSig�(,) a l c product Approval .a:USER: Public User Regulation np,li!#!Jlin� Product Aocrovai Menu > Product or Application Search > Anplication List > Application Detail T ".d s FL # `FL1i398�F22'� 1 �,E� WRIN""','_: Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum com Authorized Signature Tom Johnston tomj@tc-alum com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west Mc Nab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category fiuRE* Subcategory Storm Panels 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 Vladimir Knezevich Evaluation Report Florida License PE-10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL11398 R2 COI 2008 Certificate of Indeoendence-FBC-sinned odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 SSTD-12 1999 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D uvwvufloridabuilding.org/pr/pr app d.aspx?pararrFvvGEVXQwtDgNL5Kl5SWId8L8NgFguofa4g954TbR8Pz9XONarHbiLA%3d%3d 1/2 IZ13U/13 Florida Building Code Online 1-11i. Date Submitted 04/26/2012 Date Validated 06/18/2012 Date Pending FBC Approval 05/06/2012 Date Approved 06/20/2012 Summary of Products --................. _..... _............... .._.......... ................. i....................... ........ _.._-._...... .._._...................._..... ....... -._.................. ._.._._.__._..__.................. ._..__................ ..__......................._....... _........ ........ ......................-- ..._.........--......_. _ FL # 1ro Model Number or Name Description 398�"1''� 1 .040-.050-.060 STORMLOCS PANEL 12" X 12" ALUMINUM CORREGATED STORM PANEL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: REFERENCE SPAN CHARTS IN INSTALLATION DRAWINGS. 11398.2 050 HVHZALUMINUM STORMLOCS PANEL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 11398.3 0615 HVHZ STORMLOCS PANEL Installation Instructions FL11398 R2 II 08-353 (05-350) FL 2250 Alum 040 050 060 0 Seal All 6 Pagesl.Ddf Verified By: VLADIMIR KNEZEVICH PE-10983 Created by Independent Third Party: Yes Evaluation Reports FL11398 R2 AE 11398.1)df FL11398 R2 AE Evaluation 11398 NHVHZ signed 9-10-2008 odf Created by Independent Third Party: Yes 2" X 12" HVHZ ALUMINUM PANEL Installation Instructions FL11398 R2 II 12-142 050.Ddf Verified By: V JOHN KNEZEVICH PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL11398 R2 AE 050 HVHZ Evaluation 2010.12df Created by Independent Third Party: Yes 2" X 12" ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11398 R2 II 12-129 0615.Ddf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHART PAGE 6 FL11398 1;2 AE 0615 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes Rarir; iyrx4. Contact Us :: 19.40 North Monroe Street, Tallahassee Fl- 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *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: T' F.EiW Yw RM SIK:}8 t'1LyA8.E'CSiGC'�' w,Aw.floridabuilding.org/pr/pr_app dtl.asp:(?pararrl--wGEVXQvADgNL5Kl5SWId8L8NgFguofa4g954TbR8Pz9XONarHblLAg/`3d*/gad 212 10.040", 0.050" & 0.060" ALUMINUM STORM PANELS j EXISTING CONCRETE, EXISTING CONCRETE, N HOLLOW CONCRETE BLOCK OR WOOD HOLLOW CONCRETE BLOCK OR WOBETRATION VR EMBED. FRAMING (SEE ANCHOR FRAMING (SEE ANCHOR 01 CONNECTION TYPE PENETRATION SCHEDULE BASED ON TYPE OF PENETRATION SCHEDULE BASED ON TYPE OF REFERENCE ANCHOR OR EMBED. C2 CONNECTION TYPE STRUCTURE) OR EMBED. STRUCTURE) YP. SCHEDULE FOR MAX. (TYP.IPACING «� REFERENCE ANCHOR C2 CONNECTION TYPE -" ------ I SCHEDULE FOR MAX. (TYP• ClCt CONNECTION TYPE V) SPACING REFERENCE ANCHOR USE 6a W/ 1/4-20 x 3/4" W mom€ •"';�I ;�/ SHORT LEG MAY 1/2 SPACING E FOR MAX. YI F [.•I .'i u5ge RIVERSED TOWARDS 3a W 0 " 675MACHIx 675" x .125" _ THE OPENING 1/2" /4" AX. r /4 AX. O '�� SQUARE SCREW HEAD a GLASS OR m N a W In ��� .x..a,::nn'= Q DOOR wz O O �,,• O 1 to V)''YE y Cl C NNECTI PE GLASS OR -OPTION 1 '::v+:'•�iF m /% ;Ar.:r' DOOR Q m aw•.. ENGINEER MAY X / HEADER ONLY X w >i F m DETERMINE ACCEPTABLE G m 1/2 J m I_ it14 TEK SCREW 5 GLASS OR Q m J w °t BUILD OUT WHILE MAINTANING OR 1/4-20 Q DOOR i ¢ Z I V_FLL° .' NON -POROUS CONDITIONS. 1 1a m t. 1 1a Ykkk MACHINE SCREW .Op TON 2 x Z I 5-1/8" CLEARANCE TO 8 NUT @ < W O yII} G w 1 1a F p Lz7U=%� UNLESS 510E CLOSURES REQUIRED. 12GLASS OR O C J O II E ARE PROVIDED, THEN, aw II �m ; ~w NO SEPARATION FROM 1 1a o u HEADER OR SILL O 1aJ F u H; 9 w Z GLASS REQUIRED. Win w w O O Z BUILD OUT w m - 1/4" MAX. N a v G OPTIONAL MOUNTING w Q EXTRUSIONS w �^ Ina GAP x 3/4" m O4 MACHINE SCREW 1/4-20 x 3/4" -- N Cl CTIONTYPE MACHINE SCREW -� Cl CONNECTION TYPE s� ° REFERENCE ANCHOR FASTENER (°l 6" O. , OR C.) 12" O.C. ,BUT DO REFERENCE ANCHOR SCHEDULE FOR MAX. NOT EXCEED ANCHOR SCHEDULE SPACING. SCHEDULE FOR MAX. ��s •• SPACING SPACING on USE REMOVABLE ANCHORS ONLY WITH O= & KEYHOLE WASHER, LOCATE FASTENER m NARROW PORTION OF KEYHOLE WASHER Cl CONNECTION TYPE REFERENCE ANCHOR '< SCHEDULE FOR MAX. SPACING E N O I,° p 0 .X.�.t:: :r 'WA ? OUN'3ECTLOFI D ' B I ILD�bUT'fy101�JNi'S C710N WALL MOUNT SECTION SCALE 3 SCALE : 3 = 1'-O" C3 CONNECTION TYPE O SCALE : 3" = 1'-0" •" REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, CB CONNECTION TYPE L SPACING HOLLOW CONCRETE BLOCK OR WOOD REFERENCE ANCHOR FRAMING (SEE ANCHOR SCHEDULE FOR MAX. &3 t" 1" SCHEDULE BASED ON TYPE OF SPACING EXISTING CONCRETE, 3 STRUCTURE) Z FRAMING (SEE AE CHOR BLOCK OR WOOD o 1/4-20 x 3/4" 2d SCHEDULE BASED ON TYPE OF MACHINE SCREW I-w I STRUCTURE) - xt+';'•;.iar �`;r ;�9s•'; Q m PENETRATION 1 . (TYP.) w OR EMBED. APENERA .+ Cl CONNECTION TYPE C1 CONNECTION TYPE o 1/4 w tt REFERENCE ANCHORREFERENCE ANCHOR c y O 4a B MA a O :,;:_r, ,..r,•y; , ,;Cs; 4" AX. SCHEDULE FOR MAX.SCHEDULE FOR MAX. 3 X J �, SPACINGSPACING o 2 O Q Q =l7/2 1 1aZ w W 2' % 2"O4 x Q W Q 3 { OLA E Z CONT. jGLA55 OR -' n C3 CONNECTION TYPE DOOR O7 1a E p REFERENCE ANCHOR o2 .�YeV ch SCHEDULE FOR MAX. 1 1a u~i of USE © W/ 1/4-20 z y ' �BaO SPACING 3/4" MACHINE SCREW7r d 9 v~i m 1/4" MAX w Z W/ .675" • .675" x .125" GLASS OR ± `_t9 •`1 •. �w ff,,�• MAY BE RE RSED Z a GLASS OR �c IC 1/2" w ¢ w M N DOOR SQUARE SCREW HEAD DOOR ZO ma Qm t is 1 1a - d=i 'q��• tJ r GAP w ¢i .'�f izw v 7C , z W a D WALL MOUNT SECTION % 0 € 6' .<8e IQQBB ' x w ¢ I C4 CONNECTION TYPE EO. EQ O t „, a o REFERENCE ANCHOR J SCALE : 3" = 1'-0" .4*=� EQ EQ. SCHEDULE FOR MAX. (THIS DETAIL MAY BE USED AT TOP AND BOTTOM) h1j} aee b $' -« nae. OCEILING/FLOOR MOUNT SECTION O CEILING/FLOOR MOUNT SECTION WALL MOUNT SECTION SCALE : 3" = V-0" SCALE : 3" = V-O" O • '°" » ,,•�$',•�.7J SCALE : 3" = 1'-0" PAGE2o(6 0.060" THREE 1/4"0x MIN. 4" CS CONNECTION TYPE LONG WOOD LAG SCREWS Z USE 1/4" WOOD LAG SCREW OR TWO 1/4"Ox MIN. 4" LONG [01 24" O.C. MAX. WITH 1-3/4" E 1" 1/4" ELCO - MALE/FEMALE STAINLESS STEEL EMBEDMENT INTO WOOD 1-1/2" 1-1/2" w PANELMATE REFERENCE ANCHOR W 20D L , SCREWS W TH MEMBER WOOD ROOF TRUSS M SCHEDULE FOR MAX. n° OR FRAMING MEMBER i SPACING 1-3/4" MIN. EMBEDMENT EMBEDMENT I E I SHALL BE PERPENDICULAR 1 INTO EXISTING STUDS XISTING TO THE PANEL FACE WOOD FRAMIN 1" x 4" x 1/8" W a� 1 f1 EXISTING STUCCO 1�' CONT. 3" x OR 4" x WOOD z CONT. ALUM. : i III III FINISH OR PLYWOOD 1/2" PLYWOOD ili FRAMING REQUIRED �; 1/2•• r TUBE :li H SOFFIT ii �' TYP ;i' #14 x 3/4" Q =• 1/4'• TEK SCREW cep `•:.s MAX Vat C MAX. EXISTING MAX. - _ - - 4 4a (a 9" O.C. Ovun.. 2" x 5" x 1/8" J CI ✓.. 1/4" MAX.cT a x CONT. ALUM. 'p I GLAZING w r 7N •�'� ANGLE OR 4'• 3 .�( #14x 3/4" LL 3 w• <• x 1/4" x CONT. I TEK SCREW ALUM. FLAT BETWEEN ' ry EE MIN. STORM w w i' w _-- tib - 8m m�, TRUSSES mn r PANEL SE P. FROMQ CO jf _ __ !_ GLASS TABLE 2 a CO 9 w EE MIN. STORM 1 1a z ❑ �:.�-,. L ~ '%'; ;t Q m �N• PANEL SEP. FRO E a Q O: Y� a GLASS TABLE 2 E L �^ 0 w EMBEDMEN ¢~ N 3 m - ,�EXISTING 'J :1 ' x :A •�' `�� I GLAZING a EMBEDMEN :. a F F ry Z EXISTING _ 9 GLAZING w ~• Cl CONNECTION TYPE �;..•, 1 'i' a SEE MIN. N REFERENCE ANCHOR 't��• 1a 9 w TWO 1/4"Ox MIN. 4" LONG tl' _ M STORM PANEL 9 1 to E ¢ SCHEDULE FOR MAX. u~i = N STAINLESS STEEL ' li r. C SEPARATION 8a w N 6 SPACING W Q\ Py. : WOOD LAG SCREWS r,T FROM GLASS ti ?a 1 W� a Cd 24" O.C. MAX. WITH = =f - _- 1/4" TABLE 2 EXISTING CONCRETE, - 1-3/4" MIN. EMBEDMEN 3 4 4 MAX. HOLLOW CONCRETE B. 'J1 IN CENTER OF STUDS i E 1/4"Ox MIN. 2-1/2" LONG BLOCK OR WOOD TO STAINLESS STEEL 1/4" MAX, n x FRAMING, WOOD LAG SCREW (nl 12" O.C. E -9& EXISTING 2" x 6" P.T. CONT. W/ 1-3/4" EMBEDMENT \ C CO NECTION TYPE GLASS WOOD BLOCKIN INTO WOOD BLOCKING m 1' 1" REFERENCE ANCHOR., i SCHEDULE FOR MAX. a-J CEILING MOUNT / BUILD OUT SECTION 1 1a "'� SPACING IIIr �33MAX.XX..�1,,, CEILING/BUILD•OUTMOUNT SECTION O BUILD-OUT/FLOOR MOUNT SECTION LL'� K SCALE: 3" = 1' - 0" •I •1 E SCALE: 3" = 1' - 0" M SCALE: 3" = 1' - 0" FRAMINGAND N MACHINE SCREW BY OTHERS MEMBER AND NUT (ul 12" O.C. MAX. V " 5" LONG HANDLE -_ RIVETED TO PANEL .2 L_ _I 1" x 3" x 1/8" MAX, o S CONTINUOUS Cl CONNECTION TYPE T-2- 5 r 6063-T6 ALUM. REFERENCE ANCHOR 1• 3/8"0 HOLE FOR O1 1/4-20 E.S. BOLT ALLOY ANGLE MAX. 1 1a SPAC�NGE FOR MAX. 1" FASTENING PANE i,5 H z 8 BOLT 8 WINGNUT to @ 24" O.C. (TYP.) ----- o 0 PUNCH 1/2" x 1" HOLES IN :35: i - ADJACENT PANELS TO RECEIVE"ry 0" ^' n d THIS BOLT W/ PM NUT. PLACE _ ___-__ o ` - vo 1 to PANEL OVER EACH ADJACENT � .:. PANEL AND FASTEN WINGNUTSEMBED. ' E FROM THE INSIDE °' €_ 1 1a EXISTING ERNS TIDING O9 TYP. \\\ +EXISTING ° W� D W HOLLOW CONCRETE BLOCK - 1. BAY WINDOW 1/4-20 S.S. BOLT 90• TO 135• MAX. BEND. o u 14 WINGNUT OR (MAX PANEL HEIGHT -T-4. 8 MAX DESIGN LOAD 72.00 P.S.F.) a' b�J,� �Yepjch / 1/4-20 SS STUDS 1 1a �rF� , O 1a 12/ WINGNUT (°T INTERIOR FASTENING ANGLE ASSEMBLY " r�R .n f 6. 12" O.C. ITYP.) O >. P SCALE: 1-1/2" = 1'-0" r! LAP & BOLT S.E. BOLT 1 CLO�SURERI YP.1 1/4-20 x 1" MACHINE �¢• � .�r � `t/j & BOLT 8 WINGNU �6 SCREW STUD WITH DETAIL O P NOTE: t Sv (°l 24" O.C. ITYP. 1 1a 4.. WASHERED WINGNUT (1n •a.� MAX. 12" O.C. (CONNECTS •a °• 20 GAGE STEEL THESE DETAILS DEPICT THE `� :o" BENT PLATE 1" OVERLAP .036" BARE METAL THICKNESS TO ADJACENT PANEL) CONNECTION OF THE LAST PANEL OR 2" z 2" x 1/8" STEEL CONFORMING TO ASTM A 653, FOR AN OPENING WITH PANELS 6063-T6 ALUM. GRADE 33 ISQ), G fi0 GALVANIZED WALL MOUNTED INSTALLED FROM INSIDE. USE 5" x 2" x 1/8" x CONT. 2-1/2" x 1-1/4" / BENT PLATE 4" COATING, OR .063" 3004-H34 OF THESE DETAILS SHALL BE IN t_TdDfi,i Nd STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN "h" -71 '�5' ALUMINUM ALLOY BENT PLATE. to ee MAX. (SEE SECTION T) (TYP. BOTH SIDES) HEADER OR "U" HEADER TOP ISLE 09J1b 2� MOUNT. -'K. O TYPICAL CORNER CLOSURE DETAILS (PLAN) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) "- ��„O8'-3'33• SCALE: 1-1/2"=1'-0" N.T.S. €% PAGE Sof6 J ANCHOR SCHEDULE 10.040", 0.050" & 0.06 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS h 7 Z LOAD IWI P.S.F. NS UPxTlO{,n;, SL `32 ' SPANS UP TO 5 8,-9.. ,�SyP N��NS.0 : "`�" 12 1'i SPANS UP TO 3 15'-0" ANCHOR TYPE w .Q5 (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) X W F MAX. CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TY W N Q (SEE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) ;C1i,02 C3I C41 C5 C1IC2lC3lC4lC5 Cl C2jC3 C4 C5 C7 C2j C3C4 1 330 19'1,'1$18181818161313181 0 9 0 8 8 8 1 � 16, s1� 18 18117 18 18 1.1 10 1 IT 18 7 ] 8 18 7 6 f 'PENETRWO L MIN. 472 18 1818 16�16 1818 10 9 9 18 7 7 8 8 7 6 f ATION SH-27131" I� EAR OR PERP, 64.0 - 18 - - 18 13 __1 12 12�12 18 19 1 T 7 ra 18-F7 _6_ 6 B- 8 8 7 6 -f TO WOOD GRAIN o w so.o 1818101G�91818 7 6 6 18I7 6 6 1818 7 6 f * 33 0 1 8 1 1 9 0 !Q. i * 1/4"0 ELCO MALE/ FEMALE "PANEIMATE' W/ h 0 c4z 47.2 1818 16 19 f 1212 11 11 9 9 ///J 8 8 /' -0 La. .l••. 1-7/e- MIN. PENETRATION L 1/4-20 MACHINE 64 0 16 16 �,/ 9 6 9 6 //// n 8. 6 yy� SCREW FOR FEMALE AND 1/4-20 W WN FOR MALE W 80.0 12 a f2 I 8 8 Q 6 {{ 33.0 1 IsI18 18 18 Is 16113 1[1244.2 18 18 18 17 16 17 17 12 10 9 13 13 7 6 1 9 8 647.2 7/16"0 WOOD BUSHING W/ 18 18 18 16 16 16 16 11 9 8. 12 11 6 6 11 9 8 6 f 5/8' MIN. PENETRATION SIDEWALK BOLT 64,01818 - 16 12 i t .. .. 12 119 6 6 . 11 _'_._ 9 6 6 1 9 8 _ 6L1/4-20 ._. ._ ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO cE1 FET cPeN r.RcercP THAN OR EQUAL TO SHUTTER SPAN. - - --- - -"-' 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE kOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE W000 FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3, EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G-O,SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HE, 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 1\1 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR LOADS GREATER THAN THOSE SPECIFIED (ANCHOR SCHEDULE). SITE SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY KNEZEVICH ASSOCIATES. 12. SEE THE APPROPRIATE SBCCI PST & EST OR NES EVALUATION REPORT ON THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS & IDENTIFICATION PURPOSES. 13. FASTENER MAXIMUM SPACING ARE BASED ON FACTOR OF SAFETY OF 4:1 ON TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 7/4"0 WOOD LAG SCREW AND THE 7/16"0 WOOD BUSHING WHICH ARE BASED ON NOS REQUIREMENTS AND SBCCI TESTING REQUIREMENTS RESPECTIVELY. 14. ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED IN CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. 15. FOR ELCO CRETEFLEX SS4, CONCRETE STRENGTH, Fc=3.5 KSI, FOR ITW TAPCON, CONCRETE STRENGTH, Fc=3.2 KSI. FOR ALL OTHERS CONCRETE STRENGTH, Fc— 3 KSI. TABLE 2 MINIMUM PANEL LENGTH SCHEDULE MOUNTING CONDITIONS MINIMUM PANEL LENGTH- (IN) 70P DIRECT MOUNT OR RECESSED 2'.2" STUD C-TRACK "h' OR "U" (6 OR 6a) C-TRACK ANGLE 16 OR 6a1 HEADER F-TRACK W/ SIDE CLOSURE BOTTOM PIECES DIRECT MOUNT OR 52 34 110 30 57 RECESSED - C-TRACK (6a) 2" K 2" STUD 36 30 35 30 31 ANGLE F-ANGLE 57 31 90 31 62 TRACK - C-TRACK 16 OR 6al 64 55 110 35 90 - FTRACK 57 49 90 31 76 - C-TRACK (6 OR 6a) W/ SIDE CLOSURE - - - - - 52 PIECES TABLES 1 & 3 NOTE: ENTER TABLE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN (LmaK.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: THIS SHUTTER SYSTEM IS DESIGNED SUCH THAT THERE IS NO SEPARATION FROM GLASS REQUIRED PROVIDED MINIMUM PANEL LENGTHS AS NOTED. PANEL LENGTHS LESS THAN THOSE NOTED IN TABLE ARE NOT ACCEPTABLE, UNLESS SITE SPECIFIC POROSITY CALCULATIONS ARE PERFORMED BY A PROFESSIONAL ENGINEER. MOBS=33 € PAGE 6 016 I b i`rt. .1� € to Address: 8402 Coquina Ave c:'Town'Rangc: 02 :34S :39E an ID: 13102N 'ping: RS4 svnerihip aml :+IatiliraF inner: ddress: Teti tnt•fa€-arr:€t?€€r€ Date Price 1/31/1997 42500 7/1/1981 13000 5/ 1 /1980 10000 Robert A Conkle Jr 8402 Coquina Ave Fort Pierce FL 34951-1088 i'r' s Ica 1. >:> (as: • is.rr€s € l .z� Pu'ce11D P'Y 1301-608-010o-uuu-6 Account4: 2093 Use Type: SF Res City../Cnty: Saint Lucie County 1•;�€`€sllrts€�r€s t'i�a'rr£itm }1€3r3Ii '€ L. -gal Des"rip€i:on LAKEWOOD PARK -UNIT 8- BLK 92 LOT2 (MAP 13/02N) (OR 1059-1917) i eS5e13 dFt 201? Code Deed Book;Pagc 2013 Final: 95400 01 QC 1059 / 1917 Assessed: 95400 00 CV 0359 / 2022 Ag.0 rcdit: 0 00 CV 0332 / 2354 EXempt: 50000 Taxable: 45400 Taxes: 1100.88 IN@ ORNIA 1'R)N 'I W-1l La€€d and Bi fladiIIg Land Value. 7400 Acres: 0.25 Building Value: 88000 Finished Area: 2179 SgFt 'iesv: - RoadCover: SD - Dim Shingle Roo'Struc€: HP - Hip :xtl`ype: HC- -HC- YcarBIt: 1983 Ftame: - irti c: C- - C- F.;9yfflit: 1983 Priniewall: BM - Brk/Masonary itotylight: 0010 - 1 Story No.Units: 1 SeeWail: - dRooms: 3 Electric: MX - MAXIMUM Pill-,1lrtwal1: DW - Drywall IIB=th: 2 Heatl'ype: FHA - FrcdHotAir lvglit,F(: ?Batt;: 0 HeatFucl: ELEC - Electric Pnn.Flo€s: CU - Carpet 1. C.. 100 ° 1Ic-ated: 100 %Sprinkled: 0 .'L'i si I• st €€�Q'::+' and i avd lt.'71; I'al" d III t, >"[tl£€€€?}i% 'pe Y S Qty. U€tits Qual. cond.. YCBiI. No. Use Type Type ivleasure VC — Driv-Concret Y 1 720 AV AV 1983 1 0100-SF Res LFI -Front Ft 90 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Dep- 120 Search Results for Map FIL-_ COPY Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.5543 Longitude:-80.4096 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk PAtpgoff.LIWA. - Risk Category III -IV: 168 MRI** 10 Year: 87 MRI** 25 Year: 105 MRI** 50 Year: 118 MRI** 100 Year: 129 ASCE 7-05: 136 ASCE 7-93: 99 'MPH(Miles per hour) "MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. dmfl Download a PDF of your results M Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://www.atcouncil.org/windspeed/index.php?option=corn content&view=article&id=10... 12/9/2013 d FILE COPY USER INPUT FOR JOB NAME, ADDRESS, DATE; WIND ENVIRONMENT BUILDING DIMENSIONS AND OPI [[ENTER INFORMATION INTO CELLS WITH THE YELLOW BACKGROUND] ENTER PROJECT INFORMATION: NAME: Conkle, Robert ADDRESS: 8402 Coquina Ave. Fort Pierce, Florida DATE: 9-Dec STEP 1: Enter wind environment information for building (2010 FBC / ASCE7-10) Wind Zone: 160 mph [ENTER] wind speed value {V,,it (LITIMATE WIND SPEED)} Exposure Category: B SELECT (either B, C or D) User Note: Wind zones for 2012 (ASCE7-10) will be different than in 2011 (ASCE7-05). STEP 2: Enter building dimensions to establish the width of the End Zones: Compute width of end (All distances in feet) Horizontal dimensions for building footprint (in feet) 101yo 4% [ENTER] Width: 66 ft (rectangular footprint of building) (1) 6.6 2.6 [ENTER] Length: 36 ft (rectangular footprint of building) (2) 3.6 1.4 [ENTER] Roof Height: 18 ft (AVERAGE height of roof) (3) 7.2 (40% of 'h' 3.6 (least of 3 End Zone Width: 3.6 ft (based upon building geometry) 3.6 (but, cannc STEP 3: List opening sizes: Opening # Description (optional) Width Height I AREA feet inches feet inches (sgft) 1 Single Hung 53 63 23.1875 2 (2) Single Hungs 53 63 23.1875 3 (1) Sliding GlassDoor 60 80 33.33333 4 (1) Sliding GlassDoor 60 80 33.33333 5 Single Hung 26.5 63 11.59375 6 Single Hung 26.5 63 11.59375 7 (1) Sliding GlassDoor 60 80 33.33333 8 (1) Sliding GlassDoor 120 80 66.66667 9 (1) Picture Window 16 44 4.888889 10 (4) Picture Window 36 44 11 11 (1) Picture Window 16 44 4.888889 12 (1) Sliding GlassDoor 60 80 33.33333 13 Single Hung 53 50.625 18.63281 14 Single Hung 53 50.625 18.63281 15 Single Hung 53 38.375 14.12413 I 'ENING SIZES i zones: i dimensions) of be less than 4% of building dimension External Pressure Coefficients (GCp) Positive Negative Pressures Zones 4 & 51 Zone 4 1 Zone 5 0.935 -1.027 -1.271 0.935 -1.027 -1.271 0,.908 -0.999 -1.215 0.908 -0.999 -1.215 0.989 -1.080 -1.377 0.989 -1.080 -1.377 0.908 -0.999 -1.215 0.854 -0.946 -1.109 1.055 -1.146 -1.510 0.993 -1.084 -1.385 1.055 -1.146 -1.510 0.908 -0.999 -1.215 0.952 -1.043 -1.305 0.952 -1.043 -1.305 0.974 -1.065 -1.347 Project Name: Conkle, Robert Project Location: 8402 Coquina Ave. Fort Pierce, Florida Date: December 9, 2013 Wind Speed (V it): 160 mph Exposure Category: © Wind Speed (Vasa): 124 mph Building dimensions (rectangular footprint): Length (ft): 66 Width (ft): 36 Width of End Zone (Zone 5): 3.6 ft Mean Roof Height: 18 (MRH) ASD PRESSURES PER ASCE7-10 Dimensions (ft) AREA REQUIRED DESIGN PRESSURES Positive Negative Pressures ,. ID# Opening Description Width Height (sgft) (4 & 5) Zone 4 Zone 5 1 Single Hung 4.42 5.25 23.2 22.6 -24.4 -29.4 2 (2) Single Hungs 4.42 5.25 23.2 22.6 -24.4 -29.4 3 (1) Sliding GlassDoor 5.00 6.67 33.3 22.0 -23.9 -28.2 4 (1) Sliding GlassDoor 5.00 6.67 33.3 22.0 -23.9 -28.2 5 Single Hung 2.21 5.25 11.6 23.6 -25.5 -31.5 6 Single Hung 2.21 5.25 11.6 23.6 -25.5 -31.5 7 (1) Sliding GlassDoor 5.00 6.67 33.3 22.0 -23.9 -28.2 8 (1) Sliding GlassDoor 10.00 6.67 66.7 20.9 -22.8 -26.1 9 (1) Picture Window 1.33 3.67 4.9 25.0 -26.8 -34.2 10 (4) Picture Window 3.00 3.67 11.0 23.7 -25.6 -31.7 11 (1) Picture Window 1.33 3.67 4.9 25.0 -26.8 -34.2 12 (1) Sliding GlassDoor 5.00 6.67 33.3 22.0 -23.9 -28.2 13 Single Hung 4.42 4.22 18.6 22.9 -24.8 -30.0 14 Single Hung 4.42 4.22 18.6 22.9 -24.8 -30.0 15pq Single Hung 4.42 3.20 14.1 23.3 -25.2 -30.9 ASCE7-10 Calculations (determination of Velocity Pressure "q,"): Wind Speed: 160 mph Exposure: B ASCE7-10 equation 30.3-1, section 30.3.2: qZ = 0.00256 KZ KZt Kd VZ = 33.7 psf Where: Kz = 0.605 Exposure Coefficient (at mean roof height) Kzt = 1.0 Topographical Factor Kd = 0.85 Directionality Factor (NO IMPORTANCE FACTOR WITH ASCE7-10) Enclosed Building, Internal Pressure Coefficient (Gcpi) = f0.18 12/30/13 Florida Building Code Online FILE C0100Y � k 3 � ✓• `e¢ a � a .":a 5 �', sk.:Y i1`- �i 'i' 4 &, i . i m...i 51 Fn:i SLa Ce-c s;_ntf?' BCIS Home j Log In User Registration _ Hot Topics Submit Surcharge ; Stats & Facts t Publications FBC Staff BCIS Site Map ! Links Search Business Professional �sER tl�upserVal Regulation n � Product Approvals Menu > Product or Application Search > Application list > Application Detail FL # FWO6j Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Comrnission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory 7ltllions' Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/19/2011 Date Validated 12/19/2011 Date Pending FBC Approval Date Approved 12/27/2011 Summa of Products wwvv.floridabuilding.org/pr/pr�_app dd.aspC?param=wGEVXOwtDquaucolwmuGtbIFAQLKHcHzUIGmiXBedi8°/pad 1/2 %i® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. ov/ era/ PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control .Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMi•DADE COUNTY FiNGU90:11i NOA No.11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 r� i PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/2M 1, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E- 1), dated 02/28-11, and addendum letter dated 05105111, all signed and sealed'by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and IiBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No.10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and e ° *rig on 05/26/16. 4 MKu_ej Perez, P.E. Product ont 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULLIONS -� � INSCRIBED INSIDE / SEE DETAILS RECTANGULAR A•D,G,H; BHAPE SHEETS 2d ii SEE DETAILS I/ I SHEETS 23 i —� I i / 11 I 1 ATHRU 2; SHEETS 2.3 VE T. OPENING MULL HEIGHT LENGTH FOR HORIZONTAL SEE DETAIL E, MULL SHEETS FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE /III MANUFACTURED I I BY PGT. /SEE DETAILS HORIZONTAL A•D,G,H; MULL SHEETS 2.3 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21, FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AFBPA NOS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 0) MULLIONS AND CLIPS HAVE BEEN DESIGNED $ TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LENLILL GTH F— '`OPENING WIOTH---{ I—HORIZ. MULL LENGTH --I 1- I �UTI.ALULL 0:, MULL �'P MULLMULL LENGTHFOR ILEN TH SINGLE MULLION LSINGLE MULLION FORVERM OPENING WIDTH FOR VERTICAL MULL -, SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAL', GENERAL NOTES ........................... 1 INSTRUCTIONS...............................1 ELEVATIONS MULL TO 2X WOOD ........................ 2 MULL TO 1X 8 MASONRY.. ........... 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL ................................ 3 ANCHOR SPECS .............. -............ 3 ALTERNATATE CLIPS....................4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS...............5 1 X 2 X .376 MULL SPECS...............6 1 X 2.76 X .375 MULL SPECS.........7 1 X L76 X .65 MULL SPECS .......... _ 6 1 X 3.125 X .600 MULL SPECS......_ 8 1 X 4 X .125 MULL SPECS...............10 1 X 4 X .376 MULL SPECS...............11 1.26 X 3.188 X .265 MULL SPECS...12 2 X 4 X .25 MULL SPECS,..............13 2 X 6 X .25 MULL SPECS .............-. 14 1.26 X 2.11 X .125 MULL SPECS.... 16 30' X 3.26 BAY MULL SPECS,..,,,,,. 16 46' X 3.25 BAY MULL SPECS......... 17 MULLION 6 CLIP DIMENSIONS...... 10.20 EXAMPLES 1 S 2 .............................21 LOADING EXAMPLES ......................22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY fLBS/FT') FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT°) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED INSTEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. S) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOWSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY ILBSIFT+) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FPI OBTAINED FOR THE MULLION SYSTEM, THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. Iho FWd6 %gyp ' ST 3g OFl �lu: '� D.t� • . FLORI�P'���� i AILLILEI3, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) ' I [INSTALLED HER THE - IT 1 I I NDARD 0 .a I' SET MULL P MAY BE° BY METHOD J .J J G. nd 4 EXTERIOR aM ULLION EE SHEETS 20 FOR HOLE OCATIONS EDGEDISTANCEFOR WOODSREWS2S0'AX FOR ALL MULUONS d . DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 d° . n- a ° EXTERIOR EDGE ANCHORS >t xyy,�rr MULLION i2 o BUCKSTRIP TYP. ANCHOR n; AND PER SUBSTRATE, oY ATTACHMENT SEE SEE TABLES 113-IOB BY OTHERS, SEE NOTE 1, N SHEET 1. zN MW 2.7 KSI �- ._•'.. EDGE 0 CONCRETE OR CMU•'•'•, •. I DISTANCE, SEE SEE TABLES EDGE DISTANCE 1B-1013 " ° FOR MASONRY W Q ANCHORS o SIDE VIEW Z n EITHER THE F STANDAD OR .d OFFSET RMULL Z j g a, CLIPMAYBE •? INSTALLED BY FQ- THIS METHOD. -4 (A ° a , TYP. ANCHOR TYP. ANCHOR TYP. ANCHOR /"''PER SUBSTRATE, PER SUBSTRATE, PER SUBSTRATE, / SEE IB-106 SEE TABLES IS-108 BEE TABLES IB-100 // EDOELEND IEND DISTANCE SEE TABLES SUCKS TRIP BUCKSTRIP ID-10B T, ' -« -- , • '•• ATTACHMENT AND EMBEDMENT' • • t ' 7 'r BYACHERS, ATTACHMENT r...,� SEE NOTE t, ;t! BY OTHERS,{: I •�.•. BHEETI. SEE NOTE I, n • C'"+ . r SHEET I. ... ... - .+. • • ... _ MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW QFRONTaV1ENl INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. PRODUCT REVISED m complying with Iho Florida 11a0414l3 Code AcccptnnCO No Bx+imt10 Dal, By Mi.DadePcoddcl 'I 1_114N pC .......... /< �i �,• �ICENs lF�* k • ND. 58705 a'= -O ,•. �• I 1 3 0 11 /ONA\ , A. LYIJN WL�R, P.E. FL P.E.# 68706 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) LEITHERETHE-' I TYP. ANCHORORPER SUBSTRATE, ULLSEE TABLES 1B•10B BEBYEDGE DISTANCE OD. FOR MASONRY 1 1A ANCHORS EXTERIOR 4 s d v EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR 4 PER SUBSTRATE, d / BEE TABLE6 IB•108 ' 4 TVP. ANCHOR BUCKSTRIP PERSUBSTRATE, AND SEE TABLES 10.108 ATTACHMENT BY OTHERS, EMBEDMENT + • i SEE NOTE I, ( ' •. SHEETI. .. •' y EDGE _DISTANCE MIN 2.7 KSI CONCRETE OR CMU SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 18.103 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4• S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E:� —I ,126•MIN. MULLION TO MULLION W INTERSECTION NOTES: (U•CLIP) IN MAY BE INSTALLED IN "TEE" OR "CROSS" VA IES INTERSECTIONS. 191d* 2) MAY BE INSTALLED HORIZONTALLY ?Y L c� I (SHOWN) OR VERTICALLY. N 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 B TOP VIEW FOR CORRESPONDING MULLION, tq m g MULLION VARIES---�I J J p12 STEEL SCREWS, � MULLION AND USE PREDRILL n MULLION AND USE EMS LU n co m g MULLION H Z 1D / c LINTERSECTION Z U U-CLIP 1J EXTERIOR y Z r SEE SHEETS 18.20 FOR F HOLE LOCATIONS v% 4 FRONT VIEW EDGE j O DISTANCE BEE TABLES F y 1B•1013 Q ? Q O Z SIDE VIEW g� �� DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH TYP, ANCHOR A PER SUBSTRP SEE TABLES 1 �� MULLIOI FOR STEEL STUDS THINNER THAN 10 CIA AND COMPLIANT WITH THE FL BY OTHERS. ICHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6-17, FOR QUANTITY OF SCREWS. SIDE VIEW iS PRODUCT REVISED 01 complyill(; with the PlDiidO Building CDdo Acceptwlcc No 1 Ex imlioll I. /�o By Mionl odc Product 'n L11111111111j 'N r1VLY14 * NO.5B705 o a'�1py as abl1 S7A7E A, LRID YER, P.E. FL P.E.# SR706 EXTERIOR O DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A•E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. STANDARD CLIP TO BE MODIFIED IN -FIELD, EDGE I DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F• 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X .125' MULLION. 2) SEE TABLES 18-IOB FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) _30. OR 45' BAY MULL O I0 O O O TOP VIEW I TYP.ANCHOR I / PER SUBSTRATE, 2 PER MULLION END, MUST BE I / SEE TABLES 12B OR 13B I i EXTERIOR I I 2' %5'ANGLE CLIP, I I INSTALLED INSIDE OF BAY MULL NOTES FOR INSTALLATION OPTION G & H• 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18.11 B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. with MERMHUMMA 1,YNN 441(4� * . No. 58705 * , cc UJZ IS /SS/ONA\- o" A. LYNN�vi1L�lER, P.E. FL P.E.# 68705 TABLE 1A Mullion Ca act Tabla Ibelft2) ..r•....�>°_s?"`••`l Opening Width (forvertl ally -spanning 601n 70 In GO In mullions) or Opening Holght(for horizontally -spanning mullions) 901n 100 in 1201n 140 in 1601n 1z2z.126 Alum Alum.Tub9 Raelanguler Loadirg irep/Tdong. Loetlirg Rectagulor Loading Trep/Tdeng. Loading Rectangular Loedino_ TmpfTderg. Loading Rectangulor Loading Telp/Tdano. Loading Rectangular Loading 7rap/Tdang. Loading Realengulor Ladino TmpTderg. Loading Reclanguler Loading TwWreng. Lading Rectangular Loading Tep/Tdang, Loading Reclargutw Lot Trep/Tdang. Loading ,f°,,•�-.. "„^ i .9 6 rc 406 J 'i BB 129.5 � p d K 332 � 9 S c 99.2 < K 106 S �1 3 c 116.5 325 S c 79.8 K 406 S c 107.8 QQ K 321 f c 89.9 40B g 104.4 319 S c 82.1 400 Y 104.0 Q 31B S 66.8 K 40B 9 9 c 101.0 Q & 310 4.44 5 f04.0 ji! • 319 �j$�j 38,8 4D6 6 � 104.0 JIB `s � 35.0 � � 40B � I04.0 � 31B .8 312 03.0 258 82.4 312 7J.4 252 63.6 372 87.0 24B 40.8 312 83.2 24' 41.6 312 01.3 244 37.5 312 81.0 244 01.0 214 26.8 312 61.0 214 23.4 312 61.0 211 IM74.9 e 2B1 70.8 234 li3.2 2a1 81,5 22B 45.0 281 65.7 224 30.D 2B1 62.7 222 96.6 2B1 fi0.1 230 31.9 2B1 49,3 210 20.8 2B1 19.3 21B 22.0 2B1 4B.J 219 20.0 2B7 46.3 219 6 247 57.5 207 43.8 247 48.8 '202 37.8 247 44.8 iB9 32.8 247 41,6 1BB 28.2 217 38.4 194 28.3 247 JB.4 1B3 21.9 247 341 iB3 18.0 247 3a1 1D3 18A 247 30.t 1B3 4 200 41.2 170 320 200 35.4 ieB 27.4 200 31.6 183 24.0 20D 28.9 100 21.J 200 27.1 769 19.2 200 25.9 167 16.0 200 25.0 160 1 181 35.3 165 27.6 101 30.3 152 23.7 181 26.9 149 20.7 181 24.6 146 10.4 181 22.8 144 10.0 tat 21.7 143 f Ofin28.6 18b 50.8 142 24.0 165 26.1 130 20.6 1. 29.1 1. 1&0 185 21.0 134 721n 22.2 139 23,3 120 10.5 139 t0.8 11B 15.9 130 17.5 116 761n 16.9 125 19,7 109 11.7 125 16.8 for TART 7810 F 1R 17.5 778 I8.2 104 Anchor Capaclty Table (Ibs) Subslmle: Anchor Type: Anchor ClipPa6erns Edge Dielanee 0n): Embedmer40n): 2 Anchors ®4.76"Mtn. O.C./Standard or Ortset bean (Flp. 1): 4 Anchore�1.16"MIn. O.C.l8londeb (a OlteaQ CBp (Fig. 2): 4 Anchore O MIn. O.C. / (2) 246 Anglo Gips / (FIg, 3): 2 Anchore ®0.45' MIn. O.C. I U•CIIP, Into Ila-Alum. (Fig. 4): 1 Anchol / F-CDP IFIg, 6): einr 2Anchorc (� 1. ifi" MIn. O.C./ F•Cllp (Flp. B): 2.7k Concrete 3.5k Coro. Hdl" CMU I Filled CMU PT Wood Metal 3/16' Eteo 1° 1-3/4` 3901be 400lb. 7801bs WA 1B61be 2101hs Ullreeen 2.112" LV4' 39D lb. 700!be 780Ibe WA 1B6Iba 36D lb. 1/1• Eke 1° 1.3/a' 4601be WA 680lbs WA 2251bs WA Ullmeon 2.1/Y' 1.114" 890Ibs WA 115801be WA 4451be WA 5116• Eleo Ullmcon 3.118" 2' 16141bs WA 1808 [be WA 8221be WA 3119" Elee 1' 1•ild- 2701ba WA 6401be WA 1381bc WA Ullmeon 2.1fY' I•tl4' 20DIbs *So IDs 660lbs WA I4016s 1B0IDa 1/P Eleo 1'1 t-if4° 3541be WA WA WA 1771be WA Ultreeon 2.112, 1.1/4• 740lbs WA 760 to. Wp S70lbe N/A 114• SS Eleo AggreOslor 2' 1.1f4" 488l1bs WA 036[be WA 23/ Ibe WA 611S" Eleo InIreCOn 3.1/8' 1.114" 664 Ibs WA 880[be WA S321ba WA 114' SS are. AggraDOtor 2• Y 114121W WA 23641be WA 6B11be WA 010 Steel S,m (G6) 0.48" 1.318' 326 We B621oe 862 Ibe WA 163 lbe S2B IDs #12 Steel Sonw(G6) 0.64' 1.318' 4201be B401be 840lbe WA 2101be 4201be 012 Steel Somw(G5) 0.324" see polo 4) 660lbs 11201be 11201be 1 718 lb. 2BO Ibe 6801ba • -• • • • •- �• • ..� , .,�� ,,,� cram ANVMUK rAI t t_HN ANU ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 110 Q 0 1�_ 0 � I F-6-101 FIGURE 33: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: KNUMUK GArAVIIT AUJUbTMEN7 FORMULA: (DP ,) X (ANCHOR MULLION CAP.,,,",_ANCHOR CAP... ` USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRODUCT RBVISHD as complying with Iho Floddn Buildhlg Code ____ _ r'' 111I1111� 'ov se 58705 13 /sS/ONA\- A. LYNN MILI ELR, P.E. FL P.E.ti 58705 TABLE 2A - _ 1 CM Mm moo®���,�m®®�����MMM'®m��,�mED cum, : ' cal,=®�®men Anchor Cllp Patterns Anelwr 7y0e:1 3/16' Elea Ultrown I 1/4' Elm Ullreoon l eWfts- lraElonco I Erecon ` leo UllI t/4' Elm f t/4' SS Elm 511g• Elca 1/4' 6S Elmtl1a gleal Mt3 9teM 012 Steal IF cAggreGela Ultecron App eGalar Scre (G5) Screw( at serewet (GEEB DlYlenae flnl t ur NOTE: FOR FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, ANUMUK OAFAOITY ADJUSTMENT FORMULA: (DP )X ( ANCHOR• CAP..., -_.,_.,,)(MULLION CAP.,,,,,,,,, ANCHOR CAP,,,, USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ',AGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •0 0• • FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20, ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D7 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST THICK AND A36, • .125" ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. g" EX' the Florida -,\", ( LYNN At, // i Q: •.ir % * No. 56705 :�•1 SIA EOF' �•�/�' �iO'� •• •. FCORIOP•''G��� SS/ONA%-: C� . A. LYNIJIMILL�R, P.E. FL P.E.# 68705 TABLE 3A Mullion Capacl�ff Opening Width (forwrlicalllspanning mullions) Opening Height(for hofizoolagy-spanning mullions) Kamm wa��IMMIMM ���.��®�;�� ��a� �c��aa �------- � ®AIM® mmm mom B�EM�® ��------o-----!--------I--------FM I_1.1SrJ- ---- 11 Anchor Clip Paftern6 I '- Anchor Type: Y16• Eleo Ulu— I 1l4- Eko Ulnaeon I w16• Elco I 3110' Elco Ullraeon I 1/4' Eleo Ulimcon UP SB Elco 6118' Ele F Ulrecon AagreGalor Ulu — VOTE: FOR THE OFFSET CLIP. USE THE SAME ANeHry@ PATT-1 eein ..ur.— 1— — FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: • • Ell 0 10 •• • ••-� ••- �.� • ..,— — —1— HK= Uaru IN I tit: EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP,,,)X C ANCHOR CAP.,,,,,S�CHOR CAP.„, MULLION CAP,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED'. CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, as complying with Iho Florida Duilding Coda Acceplance No i E piralion'D,ito • /6 By MiamDade Product LYNN 1n1u1// No. 58705 �O. �.Ttffl L..—"<Uj U�� S�ONAL A. LAN MILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion --paclly Table Ibolf? Opening Wldlh (forvarilcaily-spanning mullions) orOponing Helglit(forhorizontally-spanning mullions) 1 x 2.76 % .860 Alum. Tube Mullion 4zN An __zS In 541n BOTH £ 631n br 66 In w J 721n 761n 781n BO In 961n 108N 11f N 1201n Rectangular Loading 170.0 170.0 170.0 170.0 170.0 151.8 132.1 101.7 86.5 80.0 52.1 42.9 30.1 27.8 22,0 so 820 708 747 707 685 830 757 838 571 642 407 3w 283 2B7 229 In Tmp/Tdang.[RIctangular LoadingLoading •' �� 170.0 170.0 170.0 170.0 170.0 61,B 140.0 10&B 90.4 83A 63.7 44.1 30.8 28.J 223 435 524 SBJ 612 701 710 850 b52 408 474 3B1 320 255 242 209 BO � � a� 170.0 744 170.0 850 170.0 688 1 00.0 g50 118.E 915 128,E B3D 110.0 757 84.8 838 72.1 571 88.7 642 434 407 35.6 35B 25.1 283 23.1 287 1&J 22e In Trop(Triarg. Loading �^� f 170.0 170.0 170.0 170.0 182.3 136.8 118.8 D1.0 78.8 70.8 d54 37.2 25.8 TJ.6 18.8 •'_ rc 476 5M 831 6B1 781 884 838 640 485 4B5 35S 314 261 238 205 Raclergulle Loading F �E. 170.0 170.0 170.0 170.0 1255 100.5 94.5 72.7 6. 67.1 J7.2 30.7 21.5 1&8 15.7 701n F^ Q� 808 992 1048 1116 916 030 T43 283 207 229 TMPITdang. Loading s 170.0 110,0 170.0 170.0 144.E 123.2 22.5 20.0 10.2 arc 608 830 884 754 748 BB1 824 530 479 458 349 3D9 247 23S 202 ReclBnguler Loading a 170.0 1740 170.0 160.7 10&8 94.9 B26 63.B 54.1 50.0 325 28.6 10.8 17.3 60In a¢ 802 1133 1105 1130 B76 830 767 83B 571 542 407 356 283 287 TroplTripng. Loading F sa 170.0 170,0 170.0 170.0 1323 112.2 08.1 72.2 60.0 65.7 35.7 26.6 10.9 16.3 Z' 61B 661 723 W3 735 870 614 621 471 440 313 3M 244 Z31 Reetengular Loading F i 170.D 170.0 f62.6 133.0 87.6 84.4 73.4 85.! 48.1 04.4 28.9 23.8 %7 16.4 BO s 1110 1Z78 1280 1130 915 B30 767 636 571 542 4W 358 283 267 In TroplTdOng. Loading F 5a 170.0 170.0 170.0 170.0 123.9 104.6 69.1 80,6 65.6 61.0 32.1 26.1 16.0 18.6 $g 521 877 747 837 720 662 000 614 464 442 338 300 240 226 Rwlencuter Loading 5 170.0 170.0 148.3 120.6 07.9 76.1 00.0 50.0 43.2 4o.0 28.0 21.6 1&1 t00N d 1240 1417 1286 1130 815 131 767 838 571 542 4D7 35B 283 TropRriang. Loading a i 170.0 170.0 170.0 100.0 11a5 81.4 64.2 62.3 51.8 47,5 20,8 24.0 16.6 rc 621 6B0 768 056 720 558 000 601 458 437 334 28e 237 R.Wnpular Leading f 170.0 141.7 121.9 100,E 73.2 13.3 55.0 42.4 30.0 33.3 21.7 17.9 1201n 6 1496 1417 12B8 1130 915 830 767 B30 571 642 407 358 TroprTdang. Loading s 170.0 170.0 170.0 170.0 114.4 04.6 70.0 67.T 47.0 42.9 26.1 21,0 rc 521 6B0 756 801 715 849 693 800 451 429 327 Z69 Reclargular Loading sC 1SD.7 121.5 t01.b e0.1 628 64.2 47.2 36.3 30.0 28.0 10.0 16.3 1401n d 1620 1417 1285 1130 915 830 767 836 571 642 407 TrapRdang. Loading is, 170.0 170.0 170.0 170.0 114A �� 621 BBO 7b5 Rectangular Loading 138.6 106.3 1501n LT TraprTdang. Loading y ad 1620 1417 170.0 170.0 521 880 Bt.a 1286 170.0 75e 881 75.3 1130 170.0 061 716 715 64.9 915 114A 715 041 7&2 591 47.4 41.3 630 757 84.1 7&2 BIB 6B1 55.3 44.8 40.8 497 01.8 830 65.2 487 447 27.0 571 44.5 445 426 25.0 642 40.1 423 24.1 322 18.3 407 230 319 368 18.2 28/ (ABLE 4B Anchor Clip Panama Anchor Type: 31W Elco Ulhacon 1/4" Elco Uilrawn 6/Is, Elco IAlrowntli,aG 3/16• EIw uhrecw 1/d" Elce�Wn 4" SS Ele 5/18• Elco 114• SS Eleo A Edge Gslence (In): 1• Z-117, 1' 2.112• 3.11W 1' for Nbacon A0gro0a,_ S Embedent(In): 1-L4•1.3/4" 1.314" iJld• T-11Y 1' 2 AnWm Min. O.G l Standard ar O5ael Glp (Fig. 1):Wlb,30 1bs 2' 1.114' 1.1/{° 1-1/1°1-11d° 1.1ld• 2' 1.1 4 Anchoro Lr9 1.16• MI". O.C. / Standard (cr Olcet) Cilp (Fig, 2):to,Ibs 4501bs WA 600lbs WA 1644 Ibs Z701bs 2B0Ibs J6416s 7401bs 46B Ibs BBd lbs 1f021G1 a Anchors ®3• 'In. O,C.1(2) 2x6 Anglo Glps / (Fig. 3):The Ibs 8801ba 1560Ibs WA 1686Ibs Wq 3801b3 WA WA WA WA WA 0.46• MIn. O.C. I114;1ip, Inla 11B"Alum.(Fig. 4):A WA WA NIA 540lbs 66016s wA 7eo m. 95e Ibs elO lDe Zoed Ibe t Anchor/F•CIip (Fig. b):IW 2251be 4d51be aZ21bs WA WA WA WA WA WA WA Z Anchma G l.lb' MIn. O.tiJ F•GID (Fi . B):1bs WA NIA WA WSlbs 1401ba 1771bs 3701b4 2311bs 3JZ 16s 6Bt lbs WA 1801W WA WA r- I WA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THEISTANDARD CLIP. CIRCLED VALUES ARE USED IN THE -ANCHORCAP,.,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, o • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ALL MULLCL IPS AMULLION CLIPS SHOWN ND MAY BE FACTORY MACHINED TTO SCALE. FOR EXACT DIMENSIONS. SEE AND CONTAIN SHEETS N UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-g0, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 • X 2.75• X .650• MULLION PRODUCT' REVISBD 03 complying with the Florid(° Ruildibg Coda Acceptance No // oC122. C v `1L111111/� xv LYNN 4 00, ..\CENSF. Ze * ' N0.58705 ST E •. ` "/',',NNAL 00 A. LYIN I�ILLIER P.E. FL P.FA AMR TABLE 5A Mullion Ca ecl Table IbalR2 Opening Width (for%erlically-spanning mullions) or Opening Height (for horizontally -spanning mullions) 501n 601n 70 in 1 801n 00 In t001n 120 in 1401n 1601n 9" x 3.125" x Root ulm Loading TraplTAarg. Loading RectenOWar Loading TopRAano. Loading ReUenpular Loading Trep/TAang. Loading RBctangWer TrapRAang. Reolarguler TrepRAen9. Rxlenguler TreP/TAerg. Reclangufar Treprtdarg. Rectangular TrepTAero. R•il•ngWar Trep'TAeng. Alum Loading Loading Loeding Loading Loading Loading Leading Loading Loading Loading Loading Loading .500" Tube Mull F 3 J ` `Till _ F 8 _ F _ a FR•„ a F ` ` I _ R I 1 _ .1D$ _T.. �gai FRg, ^ jgD� _ $e K `i a: i ci r ci It ip!i5 c _ r 11 ciI I, a e Q ie o: 3 e o: s �, K 28e a Qa: �e QK 7F Qo: S 421n 170.0 620 170.0 435 170.0 744 170.0 478 176.0 BBB 170,0 500 770.0 002 170.0 510 170,0 1110 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 $21 170,0 1735 170.0 521 154.4 1602 170.0 621 48 In 170.0 708 170.0 524 170.0 850 170.0 6" 170.0 BB2 170.0 030 170.0 1133 170.0 sot 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1677 170.0 060 135.1 1577 170.0 BBO 116.2 1577 170.0 flag 50.625In 170.0 747 170.0 563 170.0 690 170.0 031 170.0 1048 170.0 BBq 170.0 1185 170.0 223 1 00.0 1 445 170.0 747 170.0 1404 170.0 756 141.7 1405 170.0 758 121.5 1495 170.0 756 106.3 1405 170.0 756 541n 170.0 797 170.0 612 770,0 058 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 SM 166.1 1401 170.0 837 14U 1401 170.0 856 124.6 1401 170.0 6B1 100.8 1401 170.0 Sol 93.4 1401 170.0 661 BO in 170.0 885 170.0 701 170.0 1063 170.0 797 158.6 1150 170.0 878 138.7 1156 187.0 028 123.3 1158 156�5 017 111.0 1150 140.7 910 024 1158 144.E 903 79.3 1158 144.E 903 69.4 1166 144.6 903 fi,ea 031n 170.0 890 170.0 7d5 168.6 1049 170.0 850 137.0 f049 155.5 a60 118.8 1048 H1,7 a46 f08.6 /049 /32.0 638 85.8 1049 126.E 826 78.9 1d19 118.3 620 08,5 1048 118.0 B18 69.9 1049 110.0 810 N 188.8 056 170.0 788 139.0 935 161,3 a- 119.1 055 133.7 780 121.4 776 020 066 112.6 765 aJ.4 865 108.1 767 69.5 956 98.8 748 89.8 956 96.7 746 62A 055 721n 128.E 60.1 134.9 897 f07.0 B03 114.8 8B2 B1.B 803 101.1 870 3 61.2 050 71.4 81B 84.2 B03 i8.8 842 63.6 003 72.2 8J2 46.B BOJ BB.e 628 40.1 BOJ 08.7 a8.7 748 827 109.2 721 114.1 829 91.0 721 87.0 ate 7a.0 721 85.1 805 1 78.5 505fl07 588 54.8 721 65.4 570 46.8 721 39.4 669 30.0 721 50.6 564 34.1 721 56.1 663 7B In 1 11.0 g84 105.4 599 84.2 004 BB.4 5B7 7Z.2 884 78.4 678 1 70.d 687 50.1 558 50.5 Bad 59.9 561 42.1 884 6/.1 611 36.1 804 51.3 530 31.8 0B4. 5D.6 534 BOI- e5.8 514 67.9 458 64.6 614 57.3 446 47.0 514 50.0 440 N21,21,45 44.e 433 38b 427 32.9 514 37.3 421 27.4 514 33.0 412 23.8 514 30.4 408 208 614 39.0 403 90In Sd.2 462 65.7 dOd 4a.2 462 47.0 388 38.7 462 40.9 3B0 2 30.4 304 70.1 ff83.9649 970 27.1 452 30.J 373 228 452 Z__38SIBA 452 2A.2 JSB 10.0 462 229 355 tOBI61 .15.1 357 33B 38,8 35.8 322 30B 31.7 28.2 357 338 32.7 30.1 317 301 27.2 25.0 357 338 20A 2a,1 312 208 7 B 28.2 23.1 300 292 27,1 10.6 303 2bB 19.0 17.5 3b7 335 20.8 180 29D 284 15.9 14.6 357 338 10.0 293 13.6 357 18.2 287 11.9 357 15.0 2B31111n . 530 289 138 10.4 209 232 TARI 720 in P RR 27.7 289 28.2 203 23.1 2B0 23.7 268 19.8 289 20.5 258 9 ta.1 252 15.4 249 13.9 289 14.9 248 11.0 280 16.5 12.0 270 240 12.5 0.9 339 289 14,a 11A 273 236 11,o 8.7 Anchor Capacity Table (Ibs) Anchor Clip Patterns 6uDsuele: 27k Concrete 3.6k Cone. Holltxv CMU I FOIed CMU PT Melel Am 110 ry0e: 3/16' Elco 1" 1-314` 3B0Ib9 4801Da 7B0lbs WA 106Iba 2101W ANCHOR Uluawn 2.1/2' 1.1/4" 390 to$ 7001ba Too iba WA 1051Da 9501b3 PATTERN 1/4' Elco 1" 1-W 46010a WA aBO iba WA 2261ba WA Awn om-no Uilrar4ul 2-1IT 1.314' 890lbe N/A 1a801ba WA 4451ba WA lrel I 5/18 Elco Llllrecon 3.1/B" T 1644 !be WA Ism iba WA 622IDa WA iec 1S T 3I16' Elco 1-1/4' 2701b1 NIA 5101ba WA 1361ba WA Ullrergn 1-1/4• 2001he 3B0Ib• b80 ibB WA 1401ba i90lba I.- Etc. Ullrecon 1' 2.112• 1.1/4' 1.114" 354 ib• 7401be WA WA WA 760 Iba WA WA fl71Da 3701ba WA WA 174° 66 Elio Ag2re0elor 2' 1.1/4' 4aB Iba WA 03 11b3 WA 2341Da WA 5+10" Etc. U... 3.118, 1.114' BBd Ih• WA BDO IW WA 33216e N/A 114' SS Elco AggaGetor r T 11621Da WA 23M Ills WA 6B1 Iba WA #10 Steal Scnn•/(G5) OA9• 1J/D" 3281b3 8521D• 662lb• WA 1B31Da 3281W #12 Sleet 6CreW(G5) 0.54" 1.31a' 4201ba 640Ibs 8401b3 WA 210163 4201D3 #12 Steel Screw(GS) 0.324• (•die n0+6 d) 6fl01be 11201ba 1120IW 10741bS 2BO IDa 6a016e Edo. NstW gn): Enlbecmenl(D0: 2 Ancinor• ®q.75" Mln. O.C. / 6tendenl ClIF (Fig. 1): d Anchor ®1.", Mln. O.C. /Standard Cop (Fig. 2): 4 no(19 W Mln. O.C. / (2) 2xb Angle f21p3 (Fig. 3): 3 Anchors ® 0.45- Min. O.C. / U•Gip, into i/B" Al- (Fig. 4k 1 AnChor/ F•Cllp (Fig, 5): 2 Anchore 1.16'Min. O.C./F•glp (Flp. 8); NOTE: FOR THE OFFSET CLIP. USE THE SAME FIGURE 1: FIGURE 2: do 1� T O-11 O �. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: HE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.. ) X ( CHOR CAP.,,,,,,,,,,\ sANCHOR CAP._ MULLIOANN CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRODUCT REVISM 03 complyillg with II16 Florida Building Code „ _ // .101111111 ```<JNN LTNN * ' No.5B705 (t 3rif 4b STA E ' A. LYNU MILVA P.E. FL P.E.# 58705 TABLE 6A - ��m�m m�®mmm =mw=m® ®mm,�m�rmm ���m *�I cumi�� Imm�mWYmimm�m,®��m�mm�m mm�m,mm®mmm�mlmm� Open Ing Width mmm�mmmmm,mmm�mmmm'mmmm'mm®m �®wimmr��®������m��®in m,m®®mmmmm m®®mmm®m® (for I vartically-spanning MCC= mmmmm mmmmm�m®mm,m®mm------ mmm®m---------mmm,mm mullions) Or ��mm�®m=mm Opening Height m (for mmmm,mm�mmm�m mmm®,mmmm!m horizontally 1' m m 1 -spanning mm®mm.m®�m,®m®m rnwions) mmm®mmm®mmm® ®��mmImmm �r 9mmm mm�® mm®mmmmlmmm®®m mmm!mmmmlmm®mmm mmm®mm®®mm ®... �I=MEN mm m1mcm : .: mm®m m Anchor CGp Patterns L AnchorTypoa 3/16• EICa Ullrecan I 1/4' Elco UlUacon 15116 Elco I TIV Eloo Ullracon I 1/4" Elco U l ocon 114' SS Eloo SIB' Elco A SS aeart"or Ullra'on OareC NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Screw (m) ANCNUK CAPACITY ADJUSTMENT FORMULA: (DR..) X ( ANCHOR CAP.,,,,,,,,,,) ANCHOR CAP.,„ `MULLION CAP.,,o,,, ,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED° CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION, CAPACITY (FROM THE TABLE) OF THE, ELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 0 1: 0 FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 8: 0 • • • TABLE NOTES: 0 o o • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE 0 SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0 0• o 0 0 0 o • ° • • • • • o • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 5: FIGURE 6: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL FIGURE • • • • 7: • • MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • SUBSTRATES: CONCRETE SHALL CONFORM TO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED � CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOO ASTM C•00. WOOD SHALL BE PRESSURE -TREATED YELLOW ANGLE CLIP (FIGURES 688) MUST BE USED IN PAIRS. SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF THICK. STEEL .125' STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST THICK .125' AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --( 1.000- �-•- 4.000" L ' 125' 1• X 4' X .125' MULLION hs complying with Ito Mail& Building Cado Acacplanao No 1i pI lion:lJala /6 By Mium adoProdubtCon I \` 111111111//j * N0.58705 * '' =b A II go 11 W� 'C� ' •. FL OR10P•'�G� A'LYNNI MAL ill!R, P.E. FL P.E.# 58705 TABLE 7A I-1=1e1�1= in mum - I cc win WIM [MIMED M Comm cam Mm WIMCOM Anchor Clip PBUBrns L Anchor rypea 3/18° Elco IAtrxon I 1/4' Elea, Ullrecon 16/te' Elea 311B. Elea Ultrecon 114' Elco Ullraeon 1/4' SS EICp Sne' Elco 114° SS Eloo Yto Steel Y12 Sted 112 Steel Ullreeon AggreGetor I Ulrecon I AggreGator Screw (GS) Screw (OS} 6cmw (05) Edge Distance (In) 1 21/2 i ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, WA esz Ice e4o Ibe 11za Ibe 4 �tE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: TABLE NOTES: o ° • • • • • ° • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0 0IM o 0 0 ° • o o • • • • • o • • Is 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 5: FIGURE 8: 3) MULLION AND MULLION CLIPS SHOWN ARE. NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE • BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PR ESSURE -TREATED YELLOW SOUTHERN PINE ANGLE CLIP (FIGURES 686) MUST BE USED IN PAIRS. WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-Tb AND BE A MINIMUM OF ,125' THICK. STEEL STUDS TO 8E A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRODUCE REVISED as complying with the Florida Building Code AcceptmIce No Exp)raliong7a1, By Miam ado Product' 1 `ltllllllf/// C' ••. fit' * ' No. 5S705 Lu . 0 VIE� OF A. LYNN kI!ER `P.E. FL P.F-ff 5R7n... TABLE 8A A11ChOf Clip peElefns Ancw�lYpNo;;W16'�El,,Ultrawn V4" Elco Ul4awn 5110, UIBIEdge Dista/2" 1' 2-1/2' 3./ EmbeamII' 1-0/1' 1-0/4' 2 2 Awhom ® 4.76" Mln. O.C. / Blame Cllp (Fig. U 3e0 lb. 300 lb4 450lb. 09D lb, 1844 4 Anchala Rt 16• OMln.. O.0/ 6leICllp((FID4801ba 7001bsN•2): 4AnchoQ3"MnWA WA ..C27010a 15801b4 i6areAaA&CilpFlp3JB/(25 n 8016. mnem 90.45' Min. O.C.I II•Cllp, Info 11Vmum. (Fig. 4): NIA N/A WA WA NI �. 1Anchw/F-Cllp(FIg. 6J: 7951be 196Ibe 2261ba 4461bc 822 2 Anchonl 0 1.IV Mln. O.C. / F-Cllp (Fig. 61: 2401ba 3501b4 WA NIA W ATE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A FIGURE 1: FIGURE 2: • FIGURE 3: ANGLE • • CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: M O•• WIG" Elw Ullrecw Ibr Elco Ultiacon VP SS Elw Iola' Elw tp• SS Elbo p10 Shut 112 SIIW 112 5- AppreOal Ullrewn Appm()alor 8--(G6) ScmW(GN Sc W(OB) I TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INF ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSI< SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNE HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEET 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLO' GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WO BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM 6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE I ...'skim (DP..) X � ,,,..EN, N -ANCHOR CAP... MULLIOCAP.,,,,,,,, J USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IS, SEE ;ED HOLES. 18-20. IAND ID SHALL iHALL BE 33 AND PRODUCT REVISED as wmpiying wilh ilia Florida Duildi,tg Code Acceplancc No J/ E itatio (Data Y' Ry Mi- ndeproduct 1 IIII/I/I, * ' 140.58705 jr 0 '. a " i1 : u3 ST TE OF A. LYNN Ntlt FL P.E.# 58705 UA Mullion CO-acityTablo Ibalft2 2 x 4 x ,26 Alum, Tube Mullion 421n 40In 6D.8261n 64 In 60 in OJ In Oslo 12 in I, 75 In 78N BD In 981n 1001n 111 in 1201n 1441, (ABLE 96 Rectangular Loading 170.0 170.0 1T0.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 117A 601n gg 820 708 747 797 665 BJO 974 /083 7722 1161 132E 1729 T-wri-ng. Loading 170.0 170.0 770.0 t70.0 170,0 170.0 170.0 170.0 770.0 170.0 170.0 151.E 435 621 SBJ 612 701 745 7" 878 037 007 1144 1098 Rectangular Loading 170,0 170.0 770.0 170.0 170.0 170.0 170.0 170.D 170.0 170.0 t4e.1 12d9 80.3 70.5 62.8 38.4 a0 744 850 6B0 B68 1083 1118 1180 1276 73d8 1381 7J90 1728 971 BIB 7BB 548 In TrepRrimg. Loading [i70..a 170. 170,0 170.0 17D.0 170,0 170.0 170.0 170.0 170.0 160.0 127.8 $9.0 B7,B e4.e 37.0 ti` 478 bB4 631 601 797 BSD BOJ f009 1080 1118 1218 1078 882 019 705 488 Rectangular Loading g 770.0 170.0 770.0 170.0 170.0 170.0 170.0 170.0 770.0 170.0 727.8 106.3 74.0 08.1 63.8 J1.2 70 BBB170,0 9B2 7048 1116 1240 1302 7304 118E 1670 1811 1398 1228 977 018 7Ba 618 Openingi in Trep/Triang, Loetling g f< 170.0 170,0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 136.0 111,2 77.2 70.8 66.8 J1A 500 83D 884 754 078 910 1002 7118 1208 1250 11DB f051 Bog BOB 885 q81 h(forvarllcally-spanning Reatangww Loading 170.0 170,0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 1t7.0 82,7 B4.7 69. 17.2 27.3 BD drc 902 1133 1196 1276 1417 14BB 1558 17a0 1704 1842 1398 1228 B71 BIB 708 546 In Trep/7ricng, Loading .g� i 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 121.3 08.9 ge.4 02.8 4D,4 26.2 ` }�7 &6 dC 510 881 723 803 D{4 1016 1006 1220 1J22 1368 1178 +�2 mullions) Rectangular Loading 1700 170.0 170.0 170.0 170.0 170.0 170.0 171.0 165.1 162.7 BB.4 or 901n L ' ¢ 1118 1275 1346 1134 1591 1673 1753 1813 1660 1607 7368 f718 971 BIB 788 546 Opening T�epRdeng. Load Srcy 170.0 170.0 170.0 170.0 170.D 170,0 170.0 170.0 170.0 170.0 110.2 69.8 01.8 68.7 44.4 25.3 Height ¢,Kd 521 677 747 B77 BBB 7070 1156 1315 1421 1474 1182 1020 826 704 677 479 (for Rectangular Loading 170,0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 140.8 137.4 BB.6 73.7 51.8 47,7 37.7 21.0 horizonlallyspanningmullions) f 001n 1210 1417 1494 1684 f771 iB6B 1040 2126 1060 1881 73D8 1228 871 970 78B 646 Trep/Tdeng. Loading _ 170.0 170.0 110.0 170.0 170.0 170.0 170.0 tI0.0 170.0 183.1 101.8 82.1 68.E 61.8 10.E 22.0 621 880 758 068 1033 1122 1210 1387 1605 1600 1147 1018 816 774 BBB 474 Realengular Loading 170.0 f70.0 170.0 170.0 170.0 170.0 170.0 146.8 123,8 171.E 71.E 81,4 4J.1 38.7 31.E 18.2 120 11BB 1700 1783 1913 2125 22J1 2338 218d 1060 7881 7300 1128 977 819 786 640 In TrepRdang. Loading 170.0 b21 BBO Rectangular Loading 170.0 1401n 1738 Trap/Tilw LoeWnp Rectangular LoatlIng 160 in NPITdong. Loading 770.0 821 f70.0 1883 170D 521 170.0 170.0 770.0 170.0 170.0 170.0 170.0 161.6 717.3 88.E 170,0 1887 170,0 BBO 170.0 2287 1)O.0 080 768 681 1083 1168 1275 7480 170.0 2082 170.0 768 170.0 2981 170.0 750 170'a 170.0 2231 2479 /70.0 f70,0 B81 1063 170,0 18D.B 2660 280D 170.D 170.0 Bill fOBJ 188.7 101.0 17A.8 255J 2437 218a 17D.0 170.0 170.0 1171 1200 1628 146.8 132.9 108.2 2853 2437 2184 170.0 170.0 170.0 1171 128E 16JD 164a N7J 108,1 98.2 1960 1881 154.0 738.E 1536 1460 02.0 86.6 7880 1801 152.7 137.8 1637 1464 1122 6J.9 138E 82.7 1105 65.9 1JB9 70.8 1088 103.6 BSA 75.5 43.7 071 01H 788 6dB 106a 87.3 78.8 41.2 877 B32 71B 601 73.2 48.0 44.8 34,0 983 )Be 768 62.7 37.0 94.1 122E 971 916 86.9 14.0 40.2 977 782 742 48A 32.1 28.8 1239 971 B7B 82.1 10.0 37.1 987 771 7J2 857 27.0 )88 37,0 811 2J,0 788 28A 837 79.E 48/ 16.8 646 17.2 485 1J.7 648 15.5 448 Fir` TE 1: FIGURE 2: FIGURE 3: FIGURE 41 a o o • o o • • o o • • o o • o O O o o O p a o O • o o • 0 0 0 • O o o O • o o • • o o • FIGURE S. FIGURE 6: FIGURE 7: FIGURE 8: FIGURER FIGURE 10: CLIP o a M 11 o •ANGLE CL(FIGURES LIPu u • MUST BE USED IN PAIRS. -Mr L :U VALUtb AHE U5ED IN THE EXAMPLE ON SHEET 21. TABLE NQTES: ....UK -ANCHORCAP.,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOP CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6003-TSAND BEA GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 25" THICK AND D A36TMINIMUMEEL STUDS TO BEA ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, IWVISED 8 with ilia Flotld• IIIIIIIY ENSF•''•F'P * No.5B705 STA EO �i��i��'•,. FLORIDl"-" ��'ISS'�ONAL � •'�� ` A. LYN�MILLER. P.E. FL P.E it r,R7nr. TABLE 10A Mullion Capacity Table Ibslft2 Opening Width (for %er6cally-spanning mullions) or Opalling Haight (for horizontally-spenring mullions) 601n 60 in 70 In 601n 201n 1001n 1201n I 1401n 160 in 2 x 6 x .25 Reclangular Loading Trap?riarg. Loading Reclangular Loadng 7ropRdang. Loading Roolengular Lcndirg Trep/Tdang. Loading Reclanguler Loading TrwTdano Rectangular Trap/Tdang. Reelen8ulaf Tra)YTdeng. Rectangular TropfTdenD. flaUli BWer TrepRdenp. Racleryulu TreplTdeno Alum. Tube k. Loading Loading Loading Loading Loading Loading LoadnO I. 'no Load in0 Lowing Loading Mullion � 3& 3 �, k. ` � f �� '8 ci 9`p 3 3 4i 3 3 3 3 $�@`f 3 ci ty r9 LR c9 f5_f & 3 f{� _ �� �Ei 3 5� 5 ci cR d `@ 3 3 ¢tt ie ¢z ie a: se ¢K 3 ¢rc 3 ¢ ie y`T 421n ,� 170.0 820 170.0 435 170.0 744 170.0 471 170.0 008 170.0 506 170.0 fig] 170.0 519 17D.0 Ille 170.0 621 170.0 1240 170.0 621 170.0 1468 170.0 521 170.0 Was 170.0 521 170.0 1883 170.0 671 i 481n �).6251n 170.0 708 170.0 524 170.0 550 170.0 584 170.D 992 170.0 630 170.0 1133 170.0 661 170.0 1275 1 00.0 077 170.0 1417 170.0 680 170.0 1700 170.0 6S0 170.0 1983 170.0 680 170.0 2287 170.0 680 J 170.0 747 170.0 b63 170.0 fiB8 170.0 631 170.0 1D46 170.0 884 170.0 1185 170.0 723 170.0 1346 170.0 747 170.0 1404 170.0 758 170.0 1 993 170.0 760 170.0 2002 170.0 750 170.0 2391 170.0 758 541n 170.0 707 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1504 170.0 858 170.0 t013 170.0 Sal 170.0 2231 170.0 801 170.0 2550 170.0 801 80In 170.0 865 17D.0 701 170.0 less 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 9D0 170.0 1771 170.0 1033 170.0 212b 170,0 1083 170.0 2470 170.0 1083 170.0 2893 170.0 1069 631n 170.0 030 170.0 745 170.0 1118 170.0 050 170.0 13D2 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1070 170.0 1059 170.0 1122 170.0 2231 170.0 1169 170.0 12003 170.0 1171 17e.0 2075 170.0 1171 $ 66 in 170.0 974 170.0 789 170.0 1/60 170.0 003 170.0 1364 Woo 1002 170.D 1558 170.0 1080 170.0 1763 170.0 1166 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 d721n 170.0 1063 170.0 676 170.0 1276 170.0 1009 170.0 1488 170.0 1120 170.0 1700 170.0 1728 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 I2975 170.0 1520 170.0 34DO 170.0 1630 791n 170.0 1122 770.0 B37 170.0 1348 170.D 1080 170.0 1570 170.0 1208 170.0 1784 170.0 1322 170.0 2019 170.0 1a21 "oo 2243 170,0 1b05 170.0 2882 170,0 162D 170.0 314D 170.0 1884 170.0 368D 170.0 1705 78 in 170.0 11b1 170.0 B87 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2012 170.0 1474 I oc 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170,0 1777 170.0 3883 170.0 1788 DOI. 170.0 132b 170.0 1744 170.0 1594 170.0 1328 170.0 1858 170.0 1490 170.0 2125 f70.0 1853 170.0 2JB1 170.0 17BJ 170.0 2856 170.0 1816 170.0 3188 170.0 2125 168.0 9413 170.0 2273 138.5 0413 1T0.0 2381 96 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2207 170.0 1794 170.0 2550 170.0 1052 170.0 2833 170.0 20B5 160.0 3169 170.0 2398 197.1 131BD 186.0 2470 120.0 3199 158.1 7A28 tO01n 170.0 1584 770.0 1dOB 170.0 1973 170.0 1897 770.0 7231 fl0.0 1870 170.0 2650 170.0 7078 18/.6 2761 170.0 2271 148.3 2781 161.0 2333 123.6 2781 140.4 2281 105.9 2234 02. 2781 118.0 21D0 III In 770.0 1636 170.0 1461 170.0 1BBB 170.0 1700 170.0 2293 170.0 1032 170.0 2021 170.0 214D 151.8 2632 162.3 27A6 138,8 7537 148.4 2216 113.8 2832 178.4 2180 07.8 2126 e5.4 2892 106.J 2-.1201n 170,0 1771 170.0 1506 170.0 2125 170.0 1658 1644 2152 16B.B 1801 135.1 2262 141.4 1964 120.1 2262 127.2 1838..1.86.6117277.2 T032115A 1838 87.8 2262 1441n 125.1 7564 128.8 1445 10/.3 1584 108.1 7425 88.4 16& 91.11 1401 78.2 1SB6 80.7 1380 89.6 7304 72.3 1373 82.8 168q 85.W.0 9fA 1808 rTARI F inn , 1330 14.7 1306 30,1 1501 M.1 1783 Anchor Typal 3/18" Eleo Ullracoa I 114" Elco Ullrecon 15I76' Eleo I J/f6' Elco Ullraeon I 1/4' Eko Uluocon 114' SS EICD III- od Eleo 1N' bS Elco Yf0 6t Anchor Clip PatternsUltrecon Ag9fe0alol Uitracon Aggr•Gelor Sc"(Ga FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0: FIGURE 10: FIGURE 11: TABLE NOTES: • o0 0 • oo • • • • oo • o• • oo • o0 0 0 0 0 0• a o o e e o • o o• • o 0 0 0 • 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND S o LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHOD 0 0 0 0 0 o e o 0 0 0 0 • o o • •. o 0 0 • o 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ° • ° ° • • • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN t FIGURE 5: FIGURE 6: o" IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFI • • • • • • • • CLIP ANGLE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. V (FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL • • • • • • • • 6-7) THICK, STEEL STUDS TO BE A MINIMUM GRADE 33AND .045" THIC MUST BE BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHp • • • • • • • • USED IN THREADS BEYOND THE MATERIAL. PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP„° ,,,,,) =ANCHOR CAP... `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ae4 ors 1---2.000'-- l 801b4 120 Iba .250° EET 22 FOR INFORMATION ON ING WIDTHS IS ALLOWABLE, 6.000' :XACT DIMENSIONS, SEE SHEETS 18-20fl- 2"X [USED HOLES. HOLES MAY BE DRILLED ATIONS. HOLLOW AND GROUT -FILLED )OD SHALL BE PRESSURE -TREATED E 6063-T5 AND BE A MINIMUM OF .125' (18 GAUGE). STRUCTURAL STEEL TO L EXTEND AT LEAST 3 SCREW 8'X.25' MULLION 1 go! v oa as complying with Ih4 Florida Building Coda ExAcceptalme No 16 irotiol pale Mlado CdBymlllllllfdo 7 ��`'Cro•'VICENSF ''�F'P ��� * No.58705 �•• ST TLU �C-OFt1 ••ZU oNA%- A. LYNNrMtI LER, P.E. FL P.E.# 58705 TABLE 11A Mullion Capacity Table Ibs/fe Opening Width (for verticallysponning mullions) or Opening Height (for horizontally -spanning mullions) 1.26" x 2.11" Rectangular Loading 601n TreNTdang, L"dIn0 Rectangular Loading 601n - Trep/ldanp. Loading Rectangulor loalfup 701n Loading TreDRdenp.V6044 Sol. Trep/TdenO• Loading Reclenputar LoodinB Be In 7rcprtdang, Rectangular 1001n TreplTdang. Rectangular 120 In TrepRdene Rectangular in TnpRdenp. RaelengWer 1801n Tap/iderq. x .125" Alum rGbemnn� a a13 ---- Loading Leading Loading Loading Loading Loading Lead Loading Loading 42 in 40In 144.2 DB.B 628 403 167.0 108.0 426 933 120.2 80.5 626 107 148.0 94.7 410 326 103.0 09.0 520 40.1 13/.6 411 80.1 526 1341 411 72.1 526 134.1 411 60.1 620 134.1 411 61.5 626 134.1 411 45A 526 134.1 411 60.8261n 829 382 81.0 301 6B.e J82 78.3 291 58.8 3B2 51.5 362 81.4 317 63.7 403 70.1 316 40.3 403 70.8 J14 40.3 403 70.6 314 31.6 403 70.8 J11 30,2 403 78.0 3U 541n 67.8 310 74.1 267 bd6318 64.2 201 I8.5 310 t71.1211 42.4 316 67.2 .63.6 286 253 45.7 37.7 3B2 316 64.6 60.0 26447.2 250 33.9 302 318 87.0 49.6 283 240 34.3 28.3 3B2 310 BJ,6 IB.1 203 240 29.d 24.2 J02 318 03.6 49.1 2a3 248 26.7 21.2 J02 318 OJ.6 203 40.1 245 BO in 031n 49.6 12.7 268 234 63.1 16.8 T10 200 41.2 35.6 26B 234 45.7 39.1 214 1B5 35.3 30.6 288 234 30.9 28.7 258 234 37.2 31.6 207 1B0 27.6 23.7 258 2S4 34.9 204 21.7 250 73./ 203 20.6 250 32.2 201 17.7 258 32.2 201 16.5 26g 32.2 201 BB In 37.2 273 J9.4 18J 31.0 21J 37.7 170 28.5 213 23.2 213 27.0 17.1 20.8 213 29.4 26.1 106 170 21.4 10.8 234 213 28.0 23.7 IN 180 17.0 16.5 23420.6 213 22,2 1B3 107 16.3 13.3 2J4 219 28. 22.0 1BB 11.0 213 22.0 188 \72jn 28..6 179 30.1 156 23.9 170 26,6 15 27i7.4t 2128..50 114386 16.9 145 r 76 24 101 264 140 20.3 161 21.0 137 781 16.2 1B1 17.,0 133 225 162 23.5 133 19.0 162 1D.D 131 18.1 162 17.6 128 TABLE 11R Anchor Capacity Table (]be) Anchor Clip Patternseod Substrate, Aneher Typo: Edge Etence (In): Embedment(in): 27k Concrcle 3.61; Conc. ollow CMU Filed CMU PT W Metal 3/110• Eieo Ullretan P 2" 1.1/d" 1J14' 7a01ba ruo-l"I 7/!• Elco Ullneon 1' 2-111' 1Jld• 1.3l4" 01101be I 166016a 6118' Elco Ullrocan 3 -1IB" 2" 180015 3/10' Elco Ullneon P 2-1/Y 1.1/4".1 1.1/4" 1 640lba I 560lba I 1/4' Eleo Vllracon 1• 2-1/2'Y 1.1/4' 1.1/4• N/A 7601be 7!4" SS El co AaOreGator 1.1/1• 9301b• 6ry0' Elto Ultroeon S•1/B" 1.1/4" 080lbN 1/4' SS Elco AppnCotor Y 2' 23641Da M10 Steel 6cnw (G6) 0.18' 1J/8" I 0521be N12 Steel Sdrw (O6) 0.64' 1J/9" 1 0401De Y12 Sloel Straw (G6; O.J21' pee note4 1g32 ree 4 Anthore W 3"MIn. O.C./(2) 25 Anale Cllpe(Fig. 1): FIGURE 1: ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -nvm MArAW I T AUJun 1 MINT FORMULA: (DP..) X ( ANCHOR CAp.,=ANCHOR CAP.- l MULLION CAP,,,,,_ USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PRODUCT REVISED a3 complying with the Ploflda Building Code ' Acceplbnce No 6 Ex Ireli Qalo By Miami adeProducl"Con 1 11111111// VNIN ��'��,r'��10ENSF�'•.F'P * No.58705 * ' 13 0 11 ' W STAEOF T ' . FLORIOP'� ••' NAL A. LYNW MfLLg, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (lbsiH) Opening Width (forverlically-spenrling mullions) or Opening Helght (for horl2onially-spanning mullions) 501n,"" 601n 701n 1OD in 1 -In I- In 1 1201n 1401n 160 in _ .._,..,,-.... „",,,",d",�, „"y,,,,"„a. nw:,arpwor uepr manp. RLClenpmer 7rep7afang. Rectargulor TrapRdarp. - RecWhpular 4eyTdenp. Rxlengulor TrodTdarp. 3.25" 30 Loading Lording LoedIng Loading LoamnO Loafing Loafing loading Loading Lo¢Ong Loading Loadna loadrp Loading LoaCinp Loadirlp Lcedirg Loearp DEG. AL jai BAYMULL F .F ,y .Z, p �• .�. 1-ii, g , 11 .59!� Tw 1&� �� A� -0 tic �c K 4¢ Sc Sc K is K Yc K 2E Zi K i ¢� K ic 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 8aa 170.0 5Da 170.0 B92 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1469 170.0 521 170.0 1735 170.0 521 148.1 1740 170,0 621 \48 In 170.0 70a 1]nn cue .inn ocn ".nn ". .-.... _� Anchor Anchor Type:l 3118' Elco Ullmew I 1/4- Elco Uilrecon I �18" Elco I yta' Elco Ullrecon I 1/4' Elcc Ullrecon 174' S6 Elco 5/16" Elco 1/4" 58 Elu Anchor Clip Patterns Ull. n ABgreGE10r Ultrecon '1 g4" ator Ednan I. — ant , n... I _ FIGURE 1: FIGURE 2: FIGURE 3: [-� • • ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK 08 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IrL ,...r —r~ 17 AUJUS 7 MENT FORMULA: (DP,,,)X ( ANLLIONR CHOCAP.,,,,,W,� =ANCHOR CAP.„" `MU USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION p�a RaviSED b with tho Plodde 0 v 1t1111111l1//� \oNy a nN .. Ze''�i�i A'��:'�•%r ENSe ••�'P i No. 58705 O '• ,N19Z O �x\ FL ORIO;', •'G�� �'/s`S/ONAl- A. LYNNI& ER, P.E. FL P,E,# 68705 TABLE 13A Mulllon Caoackv Table I1:e1tt2 3.26" 45 DEG. AL BAY MULL 421n 481n 50.026In 571n Bolo B31n { BBN 721n 76 In Z 781n BO In Og In 108In 111 In 1201n FABLE 13B Recil Loading F f 170.0 170.0 170.0 170.0 170.0 170,0 170.0 181.8 137A 1T7,1 827 08.2 47.8 44.1 34.8 20.2 solo plat F Q 820 708 747 797 885 B30 874 1010 BOB B81 648 688 448 125 3B44 253 Trapf Loedirpl .F E 110.0 170.D 170.0 170.0 170.0 170.0 170.0 180.8 N3.8 132,E BSA 70.1 dB,B 46.0 T0.4 i nO. .F Ed 411 624 683 812 701 746 788 877 792 764 574 •. 60B ;405 C385 331 233 ROC18nOulm Loading �a Sc 170.0 170.0 170.0 170.0 170.0 170.0 170.0 151,7 114.6 105.9 68B 50.6 SB.O 38.8 29.1 10.8 601n .� Ni a: 744 860 880 958 1083 1118 1189 10f0 908 881 84B 68B �423 41BL20. TalpTrianO. Laatllrp ' ' g d{ ¢`a: 170.0 476 170.0 684 170.0 831 170,0 691 170.0 707 170.0 650 170.0 803 744.8 868 1220 775 112.5 736 M.1 684 89.1 488 380 379 328 23g Rmtonawar Loetlinp 7.b" fc 170.0 170.0 170.0 170.0 170.0 1B2.B td8.4 175.4 98.1 90.8 SB.1 4&7 54.2 31.5 24.0 70 ��FF ii az Beg B92 1046 1118 1240 1247 1190 1010 Boo BBi 84B 588 448 425 361 Opening In Tnlp?deng, Loatling .& 170.0 170.0 170.0 170.0 170,0 170.0 183.7 127.2 f07.1 88,8 82.6 51.4 35.7 32.8 25.6 Width .& 6rc 506 630 BB4 754 870 B40 085 842 761 725 654 4B7 3B3 373 821 (for Racten0uter Laadlnp 5 170.0 170.0 170.0 170A 157.1 142,5 128,0 101.0 85.0 70.4 31.7 4T.8 2B.B 27.8 21.8 verllcallyspanning eel. k• BB2 17J3 1195 1275 1308 1247 1180 1010 BOB B81 648 668 4qB 726 387 Trap7TAang, LoedNp i 170.0 170.0 170.0 170.0 170.0 164.5 147.8 114,7 96.2 88,6 68.1 45.8 31.7 28.1 22.0 L' 619 881 723 003 BH 983 O45 628 749 715 545 403 9B7 367 317 mullions) Ramon Loetlln E 170.0 770.0 170.0 170.0 138,7 128.7 116.4 68.5 76.3 70.8 45.0 37.0 Z8.6 N.S 19.4 or Bolo g IN $irc 1116 1275 1345 1434 1308 7247 118D 1010 gob 881 846 568 44B 426 384 Opening TreplTAenO. Loading 170.0 170.0 170.0 170.0 170.0 152.E 138.5 105.8 08.2 81.0 50.9 41.4 26.8 ZB.Z 20.5 Height 621 677 747 837 898 B85 B2B 817 738 703 637 d7B 382 382 313 (for Reclenpuly Loading 170,0 170.D 170.0 155.2 126.7 114.0 1038 8e.8 68.7 80.8 41.4 34.1 23.0 22.1 17.8 hodzonlolly-spanning loan �, 1240 1417 1494 1455 1300 1247 1180 1010 900 881 645 SBB MB 425 384 TreyTAe Landing 170.0 170.0 170.0 170.0 183.5 147.3 128.4 98.9 62.3 75.4 47,0 38.1 20.1 Z4.0 18.7 ng• 521 Sao 756 655 B94 052 814 807 729 eBl 530 QO 3TJ 338 30B1141n mullions) Rect Loedlnp 170.0 18J.7 147.1 129.3 104.8 85.0 BB.B 87.3 57.3 53.0 120In arlgular f�§5 1488 1837 1552 1455 1300 TrepRnBng. Loading 170.0 170.0 621 Reclargular Loading 1401n yg Tra1MTAeng. Loodnp Reelen0ular Loading 1801n TreplTAerg. Loading Tiid` 170.0 1735 170.0 ST1 18D.3 1871 170.0 621 880 140.3 1637 170.0 680 122.8 7B37 170.0 060 170.0 170.0 157.1 766 661 BB2 1T8,1 110.8 1 552 1455 1 00.0 170.0 756 881 110.4 97.0 1652 1455 170.0 170.0 758 Sol 88.8 1308 167.1 B82 78.8 1300 167.1 902 1247 1180 138.2 Bag 81.4 1247 135.7 BJS 71.3 7247 135.7 036 110.5 BOB 74.2 1180 118.1 803 81.8 1100 110.1 BB3 1010 90.8 705 67.7 1010 87.8 780 60.5 1010 97.7 788 800 71.7 718 48.1 OOB 71.2 710 420 008 70.6 708 BBt BB.1 8B7 45.4 881 84.6 676 30.7 BBt 57.7 872 34.6 20.4 20,0 1eA 54B 41.5 b7B 29.5 848 38.2 511 26.0 848 J0.6 607 688 44B 33,4 459 2d.3 b6B 30.5 452 21.3 568 20.7 4d7 22.7 3BB 17.1 440 20.4 381 15.0 440 19.• 36B 42S Z0.7 360 16.8 425 1&8343 FIGURE 1: TABLE, NOTES: 1)SE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: E A FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ALL MULLIN AND MULLION CLIPS SHOWN ARE ON TTO SCALE. ION CLIPS MAY BE FACTORY ANDCONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65. ALUMINUM MINIMUM THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as comelrimt 1vilh the Florida (� 111111111% .....Mlzeelli.: Q' '•. is if No.68705 10 P.•' `/1//S/ONAL E 1. A. LYNN MILL�E♦12, sP.E. --� 1.000" (-- 1 2.000" 125" ":2. X.125" MULLION ' 6063•T6 ALUM, X•SECTION -{ 1.000" �+ 2.000" .125" L .375' 1' X 2' X ,375" MULL ON 6063-T6 ALUM. X-SECTION -.125" STANDARD STANDARD CLIP 2 0I 0' I 6063•TO ALUM. X-SECTION I r.126" U•CLIP 606346 ALUM. X-SECTION 5' 125'J I Q --i .740• F- 5.500" .375° 3.125'--- CUT HERETO 376' -I CREATE F•CLIP, SEE rMIN. MIN. -DETAIL F. SHEET L MIN 1 Tj MIN._ o A O.C. u- 0.312' STANDARD CLIP 6063-T6 ALUM. TOPVIEW l 5.500"---------------- ,3 .375" MIN. MIN. I 1.15" n MIN. Y O.C. I k0.312" B 1' X 2.75° X .650• MULLION 6063•T6 ALUM, X-SECTION Q 338" MIN, .U-C ' LIP 8063•T6 ALUM. q I E USED FO U-CL I'X2"AND 1' X 2.75' MULLIONS SHEETS b-B 0,22b' TYP. TOPVIEW 4 ,338" MIN. U-CLIP 8063-T6 ALUM. 1' X 3.125' X .5o0" A MULL ONLY. SHEET 9 E TOPVIEW 338" MIN. U-CLIP 1 608346 ALUM. 1.25'X3.1.180'X.285' A MULL ONLY, SHEET 12 TOPVIEW C E OFFSETCLIP •125"' 1 6003•TO ALUM. 740°4--4 1 TOPVIEW TABLE B --i I--.125" L2X5AN`3LECLIP O ALUM. W CTION .125° 6.000' .375" MIN. 0.312" 3.000' MIN. 2X5 ANGLE CLIP 6003-T6 ALUM. TOPVIEW h--tzso•--i .125" ---1.266"--I c 4 3.188' 0 �Y .125' N 2.116" .265' a 100 126" Z py g T goo* T 1.25" X 3.188"X.265'MULLION 1.28• X 2.1 VX.125' MULLION 6063-76 ALUM. 8083-TO ALUM. S a X-SECTION X-SECTION W y 0 TABLE A p m Mull Dimension (sheet #) PGT Part # Mullion Std. Clip OBeet Clip U-Clip Angle Clip 1° X 2' X.125" (5) 88805 868113M 6681118M 766243M 868511M 1" X2" X,375" (6) 6880D8 886 114M 6661119M 666144M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 886513M 1" X 2.75" X ,850" (B) 66608 688118M 8661121M 666246M 606514M 1" X 3.125" X .500" (9) 66637M 661116M 6661114M 6242M 6615M 1.26"X3,188"X.285"(12) 66641M 67M6661113M 666241M 666510M X2.11"X,125" (16) 68370 W1.28" NIA N�A 866517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HALES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THUS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Dimension Value (In) For Mullion: A 1.625 1" X 2" X. 125" Aluminum Tube Mulllon B 2.654 C 0.895 D 0.740 E .460 Min. A 1.126 1" X 2" X .375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 E 0.450 A 1.676 1" X 2, 75"" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E A50 Min. A 1.312 1" X2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0,836 E .450 Min. A 2.000 1° X 3.125" X .500" Alum Tube Mull B 2.637 C 0.863 D 1.137 E .450 Min. A 2.625 1.25" X 3.188" X.285"Alum Tube Mull B 3.262 C 0.862 D 1.762 E .450 Min. A 1.813 1.28"X2.11"X .121" Alum Tube Mull PRODUCT REVISED as complyhrS with Iho Fl0rldo Builaing Code Accopinnco No 1/ 092'1 MEEM LYNN * •• •,•* % _ No.58705 3�i1 / STATE F ; ' _44/� �'� •. 'LOR10� •' S/ONAL A. LYNN �A'ILL�Ii, P.E. FL P,E,# 58706 --•� 1.000- 1.000" �- 4.000" 4.000" .125" .125' .125• .376" 1'X4•X,126"T 1"X 4•X'.376' T MULLION MULLION 6083-T8 ALUM. 6063-T6 ALUM. XSECTION X-SECTION 2.681°� 1.377•- 126° I .125" 30• 3:250" 30' BAY MULLION 6083-TO ALUM. I XSECTION 7 .228'J �.981•.-� ' 125" 45' BAY MULLIO 6083-TO ALUM. X-SECTION .226"T-,981"-� I .125' 2.000" F.I 125' STANDARD CLIP 6063-T6 ALUM. X-SECTION 6.500' .375" 3.126"--y _ CUT HERETO CREATE F-CLIP, SEE •375" MIN, I DETAIL F. SHEET 4 MIN ( � MIN. I - `0.312" O.C. `lY i76•� --- II --- I II F O I I O p q STANDARD CLIP 6063-T6 ALUM. TOPVIEW MIN. MIN.. O.C. I 0.312' NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, O O O .126" G .740• OFFSET CLIP 6063-TO ALUM. TOPVIEW 376° 3.000" o i n 338° 60" O MIN. F 0.226" U-CLIP 6083-T8 ALUM, USED FOR ALL 1' X 4' MULLIONS SHEETS 10 d 11 TOPVIEW TABLE D TABLE C 2,000" .125' 2X5 ANGLE CLIP 6083-T6 ALUM. XSECTION �"-----5.000' .375" MIN. 0 376 0.312"-1 MIN -J 2X5 ANGLE CLIP 8063-TO ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.687 1"X4"X.125" Aluminum Tube Mulllon G 1.000 H 2.880 F 3.187 1"X4"X.375'• Aluminum 1 Tube Mullion G 0.757 H 2.430 F 2.813 30' Bay Mull F 2.875 45' Bay Mull Mull Dimension (sheet #) PGT Part# Mullion Std. Clip Offset Clip U•Cllp Angle Clip 1" X 4" X. 125" (10) 68364 666111 M 6661122M 666241 M 666518M 1" X4" X.375" (11) 66810 686112M 6601123M 666242M 666619M 30 Degree(16) 66649 N/A NIA NIA 6685110M 45 Degree (17) .66650 NIA NIA WA 6665111M 2.71" MIN. O.0 (BAY MULLS) 0 3.00• MIN. O.C. (1' X 4" MULLS) Flmlde YNN M/ll 7j�i `�����; •'�tCENSF• • P� k • No.58705 * ' %'C� •.. FCORIOP.•'•G�. SS/ONA1. A, LYIJIGIMIC1.12A, P.E. FL P.E.# 58705 TABLE E Mull Dimension (shoot #) PGT Part# Mullion Std. Clip U-Clip Angle Cltp 774"725"(13) 65602 666261M 656271M 6666112M 2" X 6° X .25" (14) 66804 666262M 666272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING n1'!,SNSIONS GIVEN ON THIS SHEET. t .EE SHEETS 2-4 FOR GENERAL INSTALLATION ." HODS. 2,000" 4.000" .250" 2" X 4" X .25" MULLION 6063-T6 ALUM. X-SECTION 250' f—2.000"--j STANDARD CLIP 6063-T6 ALUM. 2.OD0 1 X-SECTION 126' 1.490" 5.500° 3.500" CUT HERETO CREATE .375` F-CLIP, SEE _ _I� MIN. I I _ DETAIL F. SHEETA I U-CLIP 2 125" U 8063•T6 ALUM. X-SECTION __T�.125' ---1.490• —� ,375' 376' MIN. 0.225' I 1.344' 38" O.C. 3.438" 3.438" I 637" MIN. O.C. STANDARD CLIP 6083•TO ALUM. TOPVIEW b.500" CUTHERETO .375` MIN.-F�: 3.500° CREATE F-CLIP, F _ _SEE DETAIL F, SHEET 375' MIN. I 1.715' I MIN. O_C. 0.312' --- I — -- 4.681 2"X 6'X.25• 1 MULLION 6083-T6 ALUM. ' XSECTION O I 2.620• L STANDARD CLIP 6063-T8 ALUM. TOPVIEW U-CLIP 6083-T8 ALUM. USED FOR 2' X 4' MULLION. SHEET I3 TOPVIEW O .375° I OI0 r 6.438' OI0 O 837" MIN. O.C. U-CLIP 6083-T6 ALUM. USED FOR 2" X 8' MULLION, SHEET 14SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6063•T6 ALUM. 2.0I00" X-SECTION L L 126" —5 .ODD" MIN. O.C. ,375' MIN. -F 0.312° 3.438" 375' L O Q� MIN. 2X5 ANGLE CLIP 6083-T8 ALUM. TOPVIEW 2X5 ANGLE CLIP 600346 ALUM. TOPVIEW PRODUCT REVISED as complYiag with the Florida Building Coda Acaotmtco No * No.58705 12"EF lS A.'LY N MlLVER,IP.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01.60.0 PSF. NO ANCHORS IN HEAD --- l - 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS �n m Iv + _ AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE, tL `IEdI FENESTRATION SEE DETABLE Al PRODUCT'S 3A, SHEET 7, THE 1" X 2.76" X .375" MULLION (LENGTH = 72•, OPENING WIDTH - 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 7( SHEETS APPROVAL 2-3 a iYc Y T2 FROM TABLE 4A, SHEET 8, THE 1" X 2.76" X .850" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE w MULLION --- OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. LENGTH - A �U? 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 012 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) N12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE b } COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. co—cq8 �/ DETAIL&, SHEETS 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 0 2a APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. NO ANCHORS IN WINDOW SILL IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR J�yI LU 32'—�II--32' I— WIDTH THE EXACT DESIGN PRESSURE OF 60 PSF: 638 LBS 1= m IN OPENING WIDTH DTH (60 PSF) X ( 624.9 LBS MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF i ( ' I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-WS'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/.55.0 PSF. 8 '$ { FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72°+1'=105• AND THE OPENING WIDTH IS 38"+36"+1" -73•. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION Q O) � 2 � °D EXAMPLE 2: MULTIPLE MULLIONS THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. N W g MULL WIDTH-11•-- FROM TABLE 3A• SHEET 7, THE 1' X 2.75" X .376" MULLION (LENGTH - 106", OPENING WIDTH = 80•) MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. w �Y e SEE FROM TABLE 9A, SHEET 13, THE 2- X 4" X .250" MULLION (LENGTH - 108', OPENING WIDTH - 80") HAS A DESIGN PRESSURE OF +/-84,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. Q Z 0 DETAILS, SEE0 3 - FENESTRATION SHEETS PRODUCTS APPROVAL BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36^+36"+2"=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35-1/2'+36-1/2"+2'=73' . I i VERTICAL I 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8• WIDE. IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE 8", MULLION —� SEE SEE LENGTH CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (8) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND 6 DETAILS, DETAILS. THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR u IZ. MULLION BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN, RODUCT R13VISED 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32'+72'+2' -106", REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Is complying with the Florida USED. FROM TABLE 9A, SHEET 13. THE 2- X 4" X .250" MULLION (@ LENGTH - 42", OPENING HEIGHT uildih6 Code - 120•) HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. acepIanco No / .DI DETAILS, -- SHSEE EETS 23 % ImllDll�IO 16 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN -� • �. THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH ieD1i ado Prods Irol (4) 3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 11 I I I I 1 / ANCHOR , _ _- -L _ __ 36', HORIZ. 36•, HVNN DRIz, CAPACITY OF 521 LBS. \\ 4) ..., Mid( MULL LENGTH MULL LENGTH FI---OPENING WIDTH FOR VERTICAL FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U-CLIP SHOWS THE ANCHOR �� '�� •'\,\GENSe: CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY ''•F'P �� MULL ANCHOR TYPE IS A #12 STEEL SCREW. REQUIREMENT OF 521 LBS. THE •. 7ti k FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: No.68705 +/-64.7 PSF FROM THE VERTICAL MULLION; _ +/-170.1) PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; — +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). ��A''• THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 3 STATE F1 %�T�,''.,FLOR\OP••' (���` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS �ONA1- OR FENESTRATION I PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE NSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO IMItI.�R, RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, A. LYNNI P.E.. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED �Xe IhifYrll/I�/ LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 4 Q i-ALE1 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION ` ..... PIN P il R LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REVISED 1) DRAWINGS ARE a° t,-,plying with tho Florida RERESENTATIONS OF TYPICAL Ac'-cPhg Codo PW Aoceptwtca No CONFIGURATIONS. Iratto pate / CONFIGURATIONS NOT SHOWN _ MAY BE EXTRAPOLATED FROM DY THOSE SHOWN. Miami adti Frod`cCCer� 2) IF THE LOADING TYPE CANNOT ��� .( ��•,,,,, �C(� ��i PW BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR No, 5(iT05 ' ACTUAL ANCHOR LOCATIONS. '� '�• SSP SO Z: LOADII GOFHORIZONTAL L�' r MULLION A. LYN(I MILL'E', P.E. 12130/13 Florida Building Code Online u?t!"i2flii BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ! Publications FBC Staff BCIS Site Map Links Search Busines s ProdFILE COPY &DUSER: Professi I i�IUPubliicUser Regulation Product Aoorova3 Menu > Product or Aoolicatior: Search > Application List > Application Detail c x .` Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Comnussion if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category %FijxCWe Subcategory Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER v�r i�ro l R., ice,-ir)a-,ra-Rrrn—var Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Summary of Products __ ! FL # ;Model, Number or Name I Description www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3n7wFvZ35VD3jztnc1*/`2fPhNQFg`/`2f9KQmWk4%3d Year 1994 1/3 12/30/13 Florida Building Code Online., 243.1 CA-640 Fixed Alurninur, l d Window used with Casement/Awning Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL243 R15 C CAC 12-1218.12.odf Quality Assurance Contract Expiration Date 04/11/2018 Installation Instructions _FL243 R15 II 12-1218.12.r)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 RIS C CAC 11111803.odf Approved for use outside HVHZ: Yes FL243 R15 C CAC 12-1218.11.odf Impact Resistant: Yes FL243 R15 C CAC 13012927.odf j Design Pressure: N/A Quality Assurance Contract Expiration Date [ Other: Please see the Miami -Dade County Notice of Acceptance 04/11/2018 (NOA) for product performance information, anchorage details, and Installation Instructions anchor type, size, and spacing information. FL243 R15 II 12-1218.11.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports ._.... ..... ... ... .. .... ....... ................. Created by Independent Third Party: 43 PW 22W(Nonijrtmpack)sPrev. F-6000 _ Aluminum Fixed Window rmr�ts of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.14.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance FL243 RIS II 11-1114.14.odf j (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing information. i Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: i 243.4 ` PW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13-1009.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance FL243 R15 II 13-1009.04.pdf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.5 PW - 620 Alunvnum Fixed Window (formerly 701 NI) i Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL243 RIS C CAC 130S0204.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance FL243 R15 II 13050204.odf (NOA) for product performance infomiation, anchorage details, and Verified By: Miami -Dade BCCO - CER { anchor type, size, and spacing information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: i 243.6 i PW - 720 I Aluminum Fixed Window (formerly 701) l i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050203.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miarmi-Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and FL243 Ri5 II 13050203.odf Verified By: Miami -Dade BCCO -CER anchor type, size, and spacing information. Created by Independent Third Party: I Evaluation Reports I Created by Independent Third Party: 243.7 1 PW - 820 i Aluminum Fixed Window (formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 RIS C CAC 130S0203.odf Approved for use outside HVHZ: Yes III Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance j FL243 R15 II 130S0203.odf /MnA\ F... --A.......F......-..-..:..F.......H.... —.d.— , A,. ,;I.. —A! V...MF A C... M:,. _MBA.. orrn _ rco vmw.floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVXQwtDqu3niwFvZ35VD3jztnc1*/`2fPhNQFg%2fgKQmWk4%3d 2/3 12J30113 Florida Building Code Online 1 klr ) 1­ Nivuuu Ncn unimwc , is uu,i, ammo w�ayc ucwua, . w vouicu uy. anchor type, size, and spacing i ---V'ation. Created by Indepenc;_ hird Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-2720 (Large Missile Impact) ; Vinyl Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miarni-Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL243 R15 C CAC 11-1114.19.Ddf FL243 R15 C CAC 11111803.Ddf FL243 R15 C CAC 12101702.Ddf FL243 R15 C CAC 13012927.Ddf Quality Assurance Contract Expiration Date 08/11/2015 Installation Instructions FL243 R15 II 11-1114.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-2820 (Large Missile Impact) { Vinyl Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL243 R15 C CAC 11-1114.19.Ddf FL243 R15 C CAC 11111803.odf FL243 R15 C CAC 12101702.Ddf FL243 R15 C CAC 13012927.adf Quality Assurance Contract Expiration Date 08/11/2015 Installation Instructions FL243 R15 II 11-1114.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 ; PW-3020 (Large Missile Impact) ! Architectural Systems Aluminum Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 243.11 ; PW-3020 (Small Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Certification Agency Certificate FL243 R15 C CAC 12051605.Ddf Quality Assurance Contract Expiration Date 08/16/2017 Installation Instructions FL243 R15 fI 12051605.Ddf Verified By: Miarli-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Architectural Systems Aluminum Fixed Window Certification Agency Certificate FL243 R15 C CAC 11111803.Ddf FL243 R15 C CAC 12-1114.05 sm.Ddf FL243 R15 C CAC 13012927.odf Quality Assurance Contract Expiration Date (NOA) for product performance information, anchorage details, and Installation Instructions anchor type, size, and spacing information. FL243 R15 II 12-1114.05 srrDdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Ek Et Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, 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: ER 0 5CCttYiY4"st ti'ssfCa' mm.floridabuilding.org/pr/pr app_ d.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%g2fPhNQFg%p2fgKQmWk4%g3d 313 MIAMI•IaADE MIAMI-DADE COUNTY, FLORIDA am, PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/sera/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 220 Picture" Aluminum Fixed Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets I through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A" dated 10/19/11, prepared by PGT Industries, Inc., signed.and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA revises NOA No. 11-0509.02 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. =MIAMIDE COU NOA No. 11-1114.14 • l Expiration Date: August 18, 2016 2 8?� Approval Date: February 16, 2012 Page 1 f PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.11-0509.02) 2., Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets 1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A" dated 10/19/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P.' E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "D" window, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 588-07 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under NOA No.11-0509.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT Industries, Inc., dated 05/03/11, signed, sealed and dated 08/05/11 by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0509.02) 2. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC 2010, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. E-1 (44 ;-L, - Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.14 Expiration Date: August 18, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61 G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest; conformance and compliance with the FBC- 2007, dated 04/24/08, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.11-0509.02) 5. Laboratory compliance letter for Test Report No. FTL-6482, issued by Fenestration Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.11-0509.02) G. OTHERS 1. Notice of Acceptance No. 11-0509.02, issued to PGT Industries, Inc. for their Series "PW-220 Aluminum Fixed Window - Non Impact", approved on 08/18/11 and expiring on 08/18/16. 4A��' Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1114.14 Expiration Date: August 18, 2016 Approval Date: February 16, 2012 E-2 GENERAL NOTES: SERIES 220 NON -IMPACT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRYANCHORS. 8' MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE Mom' WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET S. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1.1/2-THICKARETO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-=' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Aw(-u!TECT OF RECORD. ( :HOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT r'H AS SPECIFIED ON TABLE 3 & 4, SHEET 3 & 4. NARROW JOINT SEALANT 19 USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FTL-8482; ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 10) THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES (FLANGE FRAME) OR 6001 SERIES (FIN FRAME). SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET2 H — WIDTH --I I- WIDTH F— WIDTH +{ {+ WIDTH - q .. W P Ca=1 _ I- WIDTH - H WIDTH Tr{ F Ir— WIDTH -- F� WIDTH —�1 T -F �i ro Liwf� c� 1 1 L_ )-i 1 ---I WIDTH 1-- --•I WIDTH F-- = I-- WIDTH wIDTH —� nI IaIF Tn TAM[ CC• 61' TIP -TO -TIP WIDTH - 60-BUCKWIDTH 58.5116, VISIBLE LIGHT WIDTH IB` �_r O.C. _ / / �4-6116" 88' BUCK HEIGHT YIISIBLE / IG EIGHT TIP -TO I" TIP HEIGHT WINDOW GLASS DP O.C. SHAPE TYPE „ J"BLE„TABLE f BQUARE,ORV ' 1�3ECTANCIllLA6xNE9C.ED. SQUAREOR RECTANGULAR TEMPERED 2 8 ARCHITECTURAL SHAPE ANNEALED 1 7 ARCHITECTURITEMPERED SHAPE 2 6 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEET2 NOT RATED FOR IMPACT RESISTANCE i 11111 LYNN ulzed i,�� No.58705 -v '. Gt• � �..6 11 '' � c 1070 TECHNOLC N. VENICE, FL ���� ''.fLOR\OP•''•(���� S �G , S1�ONA� \\� ` P.O. BOX ' NOKOMIS; FL A. LV / �11l�ILLl:ii, P.E. CERT. OF AUTH. P.E.N 66705 DRIVE 80- BUCK WIDTH 58.6/16' VISIBLE LIGHT WIDTH 4' MAX. --►� � P—i C w MAX. O.C. TEMPERED I �GLASS VISIBLE VISIBLE I LIGHT L_ / HEIGHT 98' BUCK W MAX. O.C., HEIGHT ANNEALED O�LA99 I 1 I T( J D 4' MAX. 8- MAX. O.C., ANNEALED GLASS 6- MAX. O,C., TEMPERED GLASS TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ....................... 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2 DESIGN PRESSURES .................. 2 INSTALLATION, FLANGE ............. 3 INSTALLATION, INTEGRAL FIN_. 4 ANCHOR SPACING, AN...............5 ANCHOR SPACING, TEMP..,.....,, 8 ANCHOR SPACING, SHAPES......7 CORNER ASSEMBLY......,.....„..... 8 EXTRUSION PROFILES................a PARTS UST...................................8 REVISED S with tha Florida u° 1E-.11l J.J. 1 10/19/11 1 201O F13C UPDATE GENERAL NOTES & ELEVATION I J ROSOWSKI I WINDOW INSTALLATION GUIDELINES 4/01/11 Ylt Scale: Shutt Drowlap No. Rev: 1-220 NTS 1 OF 8 MD-PW220-01 A TABLE,: -.__-- Design Pressure (psf) for all Frame Types Glass : 3116" or 1/4" Annealed Glass, Monolithic or Insulated Frame: All Frame Shapes Loll 6GId"e`(in)q '6 , 55' 67 80 1 62 65 68 1 72 75 80 84 90 96 102 110 120 r13o 1 144. 145 ', 91% ',.k_,-' 4, +- +• 3. +- +.7 . ♦. 1,6 +. .4 +-69.9 + 688.3 ♦. ♦- + 6i.20 +l- 71.3 +1.70.9 +1.70.4 N• 69.6 +/• 69.2 H• 88.8 +l• 88.0 +l- 67,4 +/• 87.0 +/• 66.3 +!- 65.9 +!• 65,3 +/- 64,8 +/- 64.3 rl• 83.8"8 :3a/• 62.9 I. 62.4 22 /•66.4 +1.05.9 41.65.4 +I. 44.6 +!• 44.1 +/•63.6 +l•62.9 -1.62.3 a/. 81.8 Zl- 11.2 +1.00.7 H-60.1 +-69.8 +-59.1 +l•69,B;M=58. a!•67.6 24 + 32.3 -1- 81.9 +/• 61.3 +/- 60.6 + • 60.0 +/• 68.3 +l• 68.7 +/• 68.0 N• 57.6 H• 56.8 +/• 56.4 + • 65.8 +- 55.3 + • 54.8 rl;g +/-52.7 26 +/. 9 +I.5B,5 +1-57.8 +/-67.0 +/•bB.6 +l•55.e +l•55.2 +l- .4 +/•52.5 +/•50.8 +-49. +-48.4 +•47.6 +l•46i74S-45.6 28 30 ^ 32 34 °aL38Pc'.a 38 44 46 50 62 53.685 +1-66.1,131- 55.6 +1- 44.9 +1- 44.1 +!•6 ,6 +1. 11.6 ;71 49.6 +/- 77.8 +/•46.8 +1. 44.4 +/-43.2 +l•41.6 ;A40.0 d1739:9 +/;. 63.2 +/- 62.6 +/- 61.8 +/- 60.6 +/- 47.8 al- 45.5 +/- 42.7 +/• 41,6 +/• 39.9 a/- 3aB +!• 37.1 +/- 35.9 5 +/-48.7 +/•45.B +l•42.6 al•40A +/-38,2 +l•37.0 +1•36.4 +1-332 +l-49;4 +!•48.66 al-47.D +1.44.6 +l-41.6 +/.38.3 +l-37.7 +!•34.0 +/•328 ,ii'J;7! +;:61.2 +/-60.4F+1-44.7 f: �+ - 47: ; ,+/• 47.11 +l-46A +l- 44.2 +!• 41.2 +/- 388 ♦ • 7, + • 3 .7%� /0/-45.87 +/•44.0 +1.43.2 +-41.0+40 +4.7.6 +•42,5 +/•41, ♦•408 +T 3842 +745,86 ♦1.41.8 +-40.6 +l•40.0 +/-43:Q840.8 +1.39.9 +/-42.3B a/-40.14B +/41.8.3 ,FJ/ a/-H,3 4f` +/•42. g `Y$,`'• H• 63.7 +.61.7 +l•409. fd .6 +!•47.3N41-4Z6 +1.46.3 +•45.4 H-44.7 N-44.2 +/-43.7 +1.43.6 a1-43.3 +1.43.3 i TABLE 2: OVA Design Pressure (pail for all Frame Types �� Glass : 3116" or 1/4" Tempered Glass, Monolithic or Insulated Frame: All Frame Shapes Lang Sldfi 9N b 75.804 1 77 1 80 82 64 � 90 92 9BelJ-I-77.5Be 102 106 110 116 120 126 130 137 144 145 3B 40 42 a. +/- 89.0 +l•51.5 +• S.0 +/- 59.0 +1'61,0 ♦- +/- 92.6 +/-78.9 +-03.3 +/- 01.8 -1.70,2 +• 2. +/- e1. +/•78.8 +1-8li +/- 80.3 +/•777 +•01.0 :}/• B.5 +/+i70Bal70. N•00.5 +1- 79.1 +.:, .e ++:78.2 +-76.4 +/• B. +/- 77.0 +l•74.2 +• 1.8 +/.70. +/•73.6 +/-77. + - 76a -1.72.0 +- 4 +b74.0 +l-72.1 +-768 ♦ • 74.2 +f-71,4 +b 5. +1.73.7 rl•70.a +/• +l• 7J.1 -1.70.869.544 +-14.0 N• 72.4 a/-73.4 +1-71.8 +- 3. 60 52 54 68 68 60 84 74 75.894 +/-70.2 +h .2 +L 78.7 +/-7D.7 +/-77.6 +/•7 .D +1.76.8 +/_746 a/-76.2 +- 41 +.763 a-731 }4,4 +-73.'9:':+l• 3A +•7 77 +•71.0 +/•76.3 +/-69.6 H-BB.B +/•00,3 +fD746 +723 +/7''+-00.7+/-fie.0 +/-87.2 +/-BB.6 +48 a/. 70.3 iH- 69:0 N- 88.7 N• 67,4: +/• 60.6 +l• 05.0 +!• 65.2 ♦ • 64.4 +•68.6 V- 8.0 +-68.0 +/-68,2 a/-65,8 +-64.8 +-84,1 H•03.2 +/-68.9 4000.3 +/- 65.3 + - 64.6 H• B3.9 4 .63,1 + • 82.3 +/-65.5 �0764:9, a/-63.6 +-63.0 a/-02.3 +/-61.8 +/-64.2 r+I- 63,6. y}/- 82A H• 61.0 N• 80.9 +l-OB!c +1. 02,3 :+11.01,1 W. 6D,3 H-ells:02 +-,00;9 4/.00.0BB g70 i '41 +1- 75.4 41-74.9 +!•737 41-72.9 +l• 722 +1- 71.2 +I-72.4 +/-73.3 +/-72.0 +/-71,2 H-70.5 +/-69.5 +!• 72.4 -1.71.9 +/• 70.0 ♦ - 89,7 -1- 07,9 +1.71.1 +/-70,6 +f-69.2 +!-ae.3 +!-fI6,S +1- 70.0 +/- 88.4 +/- BB.O +1- 85.2 a/-59. 0•88A 41.60.0 +/•66.0 +/-64,0 +/-68. +-67.6 +-68.0 +-86.0 +-83.0 +/-67.6 +/-680 +!•85.2 +-01.2 a1-82.0 4+1-61.2 +/-BB.9 ♦-882 +l•01A +h 89.4 +/-81.2 +-08,3 +/-55.0 a-83.B +/-02,7 +-80.4s8 +/-65.9 +-65.2 +/-63.3 4/-62.2 1 -1.62.9 +l-81.7-�T'72 +/-65.5•` �•' A!'.i' -1.65.6 +/•64.8 +/-66.4 +/-64.6 4l-66.3 +-05.2 +/-64.4 MONOLITHIC GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 4NEALED GLASS 1" NOM. GLASS STACK (2) 3/16"OR 1/4'ANNEALED OR TEMPERED GLASS 3/8" N GLASS 1" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) NOTE 1) TIP -TO -TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR BUCK DIMENSIONS, SUBTRACT 1". TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE I-+- LONG SIDE SHORT 1 SIDE � ,� SHORT IJ SIDE I^� �+- LONG SIDE -� SHORT SIDE 3/4' NOM. GLASS STACK I LONG SI IDE 1 SHORT SIDE (2) 3/18" OR 1/4" ANNEALED OR TEMPERED GLASS 3/8" NOM. 3/4" I.G. GLAZING DETAIL FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) PRODUCTREVI5ED e1 00n10*8 Willi the Florida Building wpfa �6t N N A.ceplanw o tr loaDa a p Mien D oProJuclCon of Q Cl) y O_ E C Z O 6 CO) J N a L0 Z ao LL w 2 �� v� c!) 0 O g ,;,7 ot! �O N Z zz W D H Z 114 a- a z (�I C9 Q 0 Xa � k! ty1 d IG � d o2 :,40, _a7 K 0 Z_�qq co d a ` INSTALLATION DETAILS FOR FLANGE FRAMES EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE SH NOTE 2, THIS EET INSTALLATION EXTERIOR OPTION A INSTALLATION ANCHOR THROUGH THE "RAME WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT. 1.11/16" INSTALLATION OPTION B INSTALLATION ANCHOR `,1DERNEATH ,OE BEADING EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 1/4• MAX AND EDGE DISTANCE PER SHIM SUBSTRATE, SEE TABLE 3, THIS SHEET 1 10 EDGE DISTANCE EMBEDMENT•'. CONCANCHORUPER ANCHOR REQUIREMENT —1114 "MAX '• / �,• .;1 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 1 SHIM DISTANCE PER SUBSTRATE, SEE TABLE 3, THIS SHEET 10 INSTALLATION 18 OPTION C EXTERIOR6 VISIBLE LIGHT WIDTH = WI INSTALLATII WINDOW ANCHOR ONTO, OF THE BEADING TIP -TO -TIP M12 STEEL SELF -DRILLING SMS (06), SEE TABLE 3, THIS SHEET INSTALLATION METHOD E INSTALLATION I 11 ANCHOR. UNDERNEATH THE BEADING 1/4"� SHI� 2X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, EXTERIOR STEEL FRAMING OR STEEL STUD. n_ SEE SUBSTRATE PROPERTIES, TABLE 3,THIS SHEET �.�.'.':::'�.1... ,.:�.F::�'.,;.:•'.'�` `Y.. CONCRETEPER EMBEDMEN7.•.'•�". ANCHOR `� ••?. �. ' • �' REQUIREMENT EDGE TYP.ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE,,SEg,TABLE 3, THIS SHEET Notes �- ERTsICAL SECTION B 13 1) USE ONLY SUBSTRATE •APPROPRIATE ANCHORS L18TED ON TABLE 3 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. E TABLE 3: 2X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TOTAL ANCHOR CANTILEVER.632' BUCK WIDTH-1-11/18" �•-�— 3 WIDTH )W WIDTH .'��.',•. CONCRETE/CMUPER ..'' ANCHOR . REQUIREMENT '' • �'•' •' TYP. ANCHOR TYPE, EMBEDMENT ' ••.•:''• AND EDGE DISTANCE PER • SUBSTRATE, SEE TABLE 3, THIS SHEET INSTALLATION „ EDGE OPTION C DISTANCE INSTALLATION a • ANCHOR ON TOP OF 1 THE BEADING EMBEDMENT Anchor Group Anchor Substrate Min, Edge Distance Min. Embedment A 1/4" 410 SS CreleFlex Concrete (min. 3.35 kel) 1" 1" Ungrouted CMU, (ASTM C-90) 1" 1.1/4" 1/4" Steel Ullrecon Ungrouted CMU, (ASTM C-90) 1" 1-1/4" B #12 Steel Screw (G5) P.T. Southern Pine (SG - .55) 9116" 1-WB" Aluminum, 6063-T5 min. 318" 1/8" Steel Stud, Gr. 33 min. 3/8" 0.030' (20 Ga) A38 Steel 3/8" 1/8" C 1/4" 410 SS CreleFlex P.T Southern Pine (SO - .65) 1" 1.3/8" I Ungrouted CMU, (ASTM C-90) 2.1/2' 1-1/4" 1/4" Steel Ultracon I P.T. Southern Pine (SG - .55) V. 1.318" Concrete (min, 2.7 ksl) I 1" I -We, \cull) i (Y-! N ' (w; C tAt OF ; 10N.0 '�O�F •,, FLOR\OA��C�\.` VENICE,OLC F1 A. LYNN 141�.LER, P.E. P.O. BOX NOKOMIS: FL CERT. OF AUTH. P.E.95670.5 WIB1 Ws Florida J.J. 1 10/19/11 1 NC CHANGE THIS FLANGE FRAME INSTALLATION DETAILS I J ROSOWSKI I =D WINDOW INSTALLATION GUIDELINES 4/01/11 /Model: Seo1e: 5 eel+ Orolving No. Rev: PW-220 NTS 3 OF 8 MD-PW220-01 A INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE _ DISTANCE EDGE DISTANCE I.— 1/4'MAXSHIM 1/4•MAX SHIM —+-i — DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2,SUSSTRATE-APPROPRIATE O 2X WOOD BUCKSTRIP OR FRAMING, TYP. ANCHOR TYPE, � EMBEDMENT HORIZONTAL SECTION C-C SEE NOTE 2. THIS SHEET EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP OR DISTANCE PER SUBSTRATE, EDGE FRAMING, SEE NOTE 2, SEE TABLE 4, THIS SHEET DISTANCE THIS SHEET 2 EXTERIOR INSTALLATION 10 6 INSTALLATION EDGE — --_ _— OPTION E DISTANCE OPTION D _ _ _ EMBEDMENT INSTALLATION INSTALLATION EMBEDMENT ANCHOR (NAIL) ANCHOR (SCREW) I THROUGH THE FIN THROUGH THE FIN 2 1/4"MAXSHIM -- — ---- �—_ ElmI TYP.ANCHORTYPE, 10 TYP, ANCHOR TYPE, 3 EMBEDMENT AND EDGE EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, 3 DISTANCE PER SUBSTRATE, V SEE TABLE 4, THIS SHEET SEE TABLE 4, THIS SHEET �J�� VISIBLE LIGHT WIDTH -WINDOW BUCK WIDTH • 1.11/16" WINDOWI BLICK GHT 17 WINDOW BUCK WIDTH i—( 2 )WITH FINS REMOVED VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT- 1-11/16' TYP• ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 4, THIS SHEET INSTALLATION OPTION E INSTALLATION ANCHOR (NAIL) THROUGH THE FIN #10STEEL SELF -DRILLING SMS (G5) EXTEF 1/4' MAX Ic SHIM EDGE DISTANCE EDGE DISTANCE �-- EMBEDMENT ---1 1 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 4, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. MULLION SECTION MIAMI-DADE APPROVED MULLION. (SEE SEPERATE NOA). MAY BE VERTICAL OR HORIZONTAL, MAX. 1/4° SHIM. SEE SUBSTRATE PROPERTIES, TABLE 4, THIS SHEET. TARLF_ d- Anchor Bubdrate Min. Edge Dldance Min. Embedment - 2 x . ox P.T. Southern Pine - .65 - 6 2.112' x .131' Common Noll P.T. Southern Pine (SO - .65) 3/8' 2.7110" 2.112' x .146' Rooing Nall P.T. Southern Pine (SG - .55) 3/8' 2-7116' 010 Steal SMS P.T. Southern Pine SG a .55 7116" 131a" Aluminum. 6083-76 min. 3/8" lie" Steel Stud. Gr. 33 min. 3 0.04' (20 Go) A36 Steel 6 318 1/6' I,NNN Ml(4F vvi�i * Na, j8705 ^ Eo II rZ� AO�. R OR\OP'�C�\• � �. A. LYN�JIrJIII.LER, P.E. 01 Ou i-01 107D TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1520 NOKOMIS; FL 34274 CERT. OF AUTH. #20296 J.J. 1 10/19/11 Revislon: THIS fEERRIOR V ROVISED It with the Florida FRAME INSTALLATION DETAILS I J ROSOWSKI D WINDOW INSTALLATION GUIDELINES 4/0Del.:1/11 Modd- Scale•. She.; Drawing No. Rev: 'W-220 NTS 4 OF 8 MD-PW220-01 I A TABLES: Maximum Anchor Spacing Allowed, (In) Glass: 3116" or 1/4" Annealed Glass, Monolithic or Insulated i Frame: Square for Rectangular Long Side (In) * `69:87" 55 57 60 62 65 68 72 75 80 84 90 96 102 110 120 130 144 145 Anchor Group* A C A BC A C A B& A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C ( 0 Short Side 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 76 16 16 16 16 16 16 Long Side 16 16 16 16 16 18 16 18 16 18 16 16 16 16 18 18 18 16 16 16 18 16 18 20 Short Side 16 16 78 16 16 16 16 16 16 18 16 16 16 16 16 16 16 16 16 18 1 16 16 Long Side /8 18 18 18 16 16 16 16 16 18 16 18 16 18 16 18 16 16 18 76 16 16 22 Short Side 16 16 16 18 16 16 16 16 16 18 16 78 16 16 10 16 16 18 1s 18 18 Long Side 16 16 16 16 1 16 16 16 16 16 18 16 16 16 18 18 16 16 18 16 16 16 24 She! Side 16 16 16 18 1 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 18 Long Side 1 18 16 16 16 16 16 18 16 16 16 16 16 18 16 16 18 16 16 16 18 26 Short Side 16 16 16 16 18 16 18 18 16 18 16 16 16 16 16 16 16 18 16 ;$ y ,o Long Side 18 18 16 16 16 18 16 16 18 16 18 16 16 16 16 16 16 18 16 28 Short Side 16 16 16 18 16 16 16 16 16 18 16 16 1B 16 16 16 18 10 Lang Side 16 16 16 16 18 16 10 16 18 1 78 16 18 16 16 16 16 18 18 16 16 18 16 16 18 16 16 16 1s 18 18 16 18 18 16 16 16 16 16 18 /8 18 16 16 18 16 76 16 18 16 16 16 18 16 16 16 16 18 16 16 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 t. 16 18- 18 16 16 18 18 18 18 � 16 18 16 18 16 16 18 18 16 18 ;aw 16 18 18 16 18 16 18 16 18 .. Na- 1s 16 16 18 18 16 18 16, 16 18 16 16 18 18 16 18 18 18 16 18 16 16 18 ,�`,,.. 16 16 18 16 16 16 16SN 16 16 16 18 16 1B (' 16 16 16 16 16 18 16 18 78 18 18 , 18 16 18 18 16 16 18 16 15 -� 18 18 18 18 16 18 16 18 15.8 18 16- 16 30 Short Side 16 16 16 16 16 16 18 16 16 16 32 Shod 16 16 16 18 16 16 76 16 16 16 34 khd 16 16 16 16 16 Side 18 18 18 16 18 6 ShortSide 16 18 18 16 18 18 78 16 16 16 Short38 side 16 18 18 16 16 Long Side 16 16 16 16 16 40 Shod Side 16 16 16 16 16 Long Side 18 16 18 18 18 42 Shon Side —Side 78 16 16 16 1s ng 15.9 16 16 16 16 44 Short Side 18 76 16 78 18 Lang Side 15.4 76 15.6 16 18 48 Shon Slde 16 18 18 16 78 Long Slde 14.9 18 15.2 18 15,5 46 Short Side 18 16 16 18 18 Lon Side 14.4 16 14.7 16 15.1 50 Shon Sid 18 16 16 16 76 Lon Sitle 13.9 16 14.2 16 14.6 52 Short side 15.e 16 16 16 Long side 13.4 18 13.7 18 53.7 Short Side Lan Side 15.2 15.2 78 16 1) USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THATARE GLAZED WITH ANNEALED GLASS. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) FOR ARCHITECTURAL SHAPE WINDOWS, USE THE TABLES ON SHEET 7. 4) THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR BUCK DIMENSIONS, SUBTRACT V. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HOR_IZONTALLYAS SHOWN. LONG f'�-- LONG SIDE SIDE SHORT SIDE SHORT L— SIDE t` PRODUCT REVISED as complyie5 wish dro Florida Building Coda Acccplonco No '12 UonDow p h71om DedoPtoduclCo. 1 Y O W d Z d W to (0 0 QO o =� z J� Q(7 In Z Z 0 Q LL Id Z _ a O: Z Z Lu 7-O y4'CO _ZW y2J� /7j/1111l W 0\\` TABLE 6: Maximum Anchor Spaeing�Allowedn(In)7j?� Glass: 3116"or1/4"Tempered Glass, Monolithic orinsulated Frame: Square or Rectangular Long Side n *1 77 00 1 02 1 04 87 Bo 92 BB D9 Anch0rG- A I B C I A B I C A B C A B C A I B I C A 1 B 1 0 1 A 8 A 1 B C A B {- Short Side 10.5 10.0 16.0 10.8 18.0 6.0 10. .0 10,0 1 . 18.0 10.0 .B 6, 16.0 11.2 16. 1 11,3 6.0 6.0 1A IS.Te.0 I C A B C Long Side 0.1 13.8 18.0 e.t 13.9 16.0B.2 14,7 18.0 9.3 14.2 16.0 9.4 1q,3 16.0 0.6 14.4 18.0 9.6 14,0 . 10.0 9.8 14.7 16,0 9.7 14.6 1. .0 16.0 40 Short Side 10.3 15.0 Joe 70A Ise 16.0 7a0 18,0 10.0 10.7 Is.0 10,0 10,8 16,0 18.0 10,9 10,0 18,0 11,0 16.0 18.0 11.1 10.0 10.0 B.e 14.9 16.0 n0 Slde B.0 19.7 18.0 B.0 13.8 1&0 9.Z 13.B 16.0 0.2 14.1 16.0 0.3 14,2 1&0 F. 14.3 16.0 B.b 14.6 16.0 9.8 16.0 11,3 16.0 1&0 11.4 16.0 18.0 42 Short 6ae 10.0 10.0 18.0 70.1 18.0 10.D T 16.0 10.0 10.4 1&0 79.0 10.5 16.0 Me 10.8 16.0 10.0 10.7 16.0 104 tab 14.0 16.0 1&0 1&0 0.7 11.0 14.7 16.0 ie.0 16.0 9.8 11,1 14.6 16e 16.0 10.0 ong Sl a 8.8 13.6 1&0 =0 135 16.0 &0 137 16.0 9.1 13.8 16.0 0.2 13.9 1&O 0.3 141 18.0 9A 143 16- r4 144 10.0 0.6 146 IBA 9.0 14.7 0.0 44 hort SIQa B.6 10.0 18.0 9.6 18.0 16.0 10.0 78.0 10.0 10.1 1&0 18.0 10.2 18,0 18.0 10,3 18.0 10.o r 16.0 18.0 a i6.0 18.0 f0.7 76.0 16.0 10.8 Long Side 0.7 122 16.0 67 13.3 16.0 8.9 13.5 160 6.O 13.8 160 9.0 73,7 18.0 9.1 13.O 18.0 9.2 141 16.0 a 14.1 19.0 0.4 147 16.0 1&0 46 Short Side 9.6 1&6 10.0 0.8 15.7 10.0 9.7 10.0 16.0 9.0 le.0 76.0 B.B 18.0 1&0 1a1 10.0 10.0 10.2 10,0 1&0 1a3 1&0 1&0 160 9.5 14.5 18.0 Lan S tle 6.6 13.0 18.0 8.6 13.0 16,0 6.7 13.3 16.0 0.6 13.4 18.0 &a 13.5 We 9.0 13.7 18A 9.1 16.0 f0.5 16.0 18.0 10.6 78.0 18.0 Short 1&1 16.0 9.3 tb.2 18.0 9.5 15.5 18.0 9.0 16.7 16.0 0.7 1b.8 13.8 B.2 13.9 16.0 9.3 14.1 16.0 9.4 14.3 18.0 48 iae LO Sae 6.4 6.4 12.7 18.0 8.4 12.e 16.0 e.e 13,0 70.0 6,8 13.2 16.0 87 13.3 10.0 16.0 0.9 &0 16.0 13.5 10.0 16.0r.4 16.0 13.6 16.0 18.0 10.1 9.0 16.0 16.0 13.7 10.0 10.3 9.2 16.0 13.8 16.0 18.0 /0,4 8.9 16.0 14.1 16.0 60 Short Slde 8.0 14,8 16.0 e.f 14,7 1&0 9.3 16.1 70.0 OR 16.3 16.0 9.5 15.4 18.D B.6 16.7 16.0 10.0 18.0 0.9 16.0 18.0 10.0 16.0 16.0 10.2 15.0 18.0 Long a 8.2 12.5 18:0 9.3 12.8 16.0 0.4 12.8 16.0 &5 12.9 16.0 8,0 13.1 16.0 6.7 13.3 16.0 13.4 18,0 6.9 13.6 18.0 0.0 me 10.0 16.0 52 Short Sae 8.6 14.2 16.0 8.6 14.3 16.0 8.0 14.8 10.0 0.1 74;8 18.0 B.3 16.0 18.0 0.4 76.3 16.0 16.8 16.0 9.7 76.7 18.0 0.1 13.0 16.0 La S de 8.0 12.2 16.0 -a -1 12.3 19.0 8.2 12.8 78.D B.3 72.7 16,0 9.4 12.0 18.0 6.8 13.0 76,0 13.2 10.0 9.0 1&0 16.0 10.0 18.0 18.0 54 Short Sao 6.8 127 18,0 e.6 13.9 76.0 8.8 14.2 18.0 8.9 14.q 16,0 9.0 71,6 18.0 9.2 14.9 18.0 16.1 16.0 6.8 fl.8 13.3 16.0 15.3 18.0 0.0 9.6 13.6 18.0 0.0 13.7 16.0 Lone SIQe 7.0 120 16.0 7.9 12.1 18.0 6.1 123 18.D 8.2 12.5 18.0 8.3 12.6 18.0 8.4 126 15.0 13.0 10.0 &6 13.1 1&0 15.8 18.0 9.8 15.0 18.0 `I 68 Short Side 8.3 1a9 18.0 6.4 13.4 1e.0#-12---Ts-.2 13A 1&0 &7 14.0 18.0 8.8 71.Z 18.0 9.D 14.6 16.0 11.6 1e.0 9,3 B.B 134 16.0 8.9 13.5 18.0 Long Side 7.7 11.7 18.0 7.8 11.0 16.021 16.0 8.0 12.2 le.0 8.1 12.4 14.8 10.D 0.6 18.2 16.0 9.6 16.6 16.0 so S7roR Slde B.1 128 Me 0.2 13.1 18.03.4 16.0 8.8 13.8 1B.o 8.0 13.8 18.0 16.0 8.3 &6 12.0 14.1 18.0 16,0 0.4 9.0 12.8 14.4 16.0 10.0 8.6 0.1 12.B 18,0 14.8 18.0 &7 &3 ta2 16.0 as r4 13.3 18.0 on Sae 7.0 11.5 16.7 7.6 11.6 16.01.0 1&0 7.8 72A 16.0 B.0 12.2 16.0 0.1 724 10.0 8.3 12,8 18.0 BA 12.7 10.0 149 76.0 16.1 16.0 80 Sian Side 7 B 12.6 18. 0 8.0 12.7 16.0 15.0 16.0 a.3 1&J 1 0.0 8.6 13.6 18.0 ta8 10.0 B.B 14.0 18.0 8.9 0.6 13.0 .0 8.6 13.1 16.0 Lo Sao 7.4 11.2 16.3 7.6 11.4 16.51.0 1&e 7.7 11.8 78.0 7.9 12.0 19.0 8.0 8.0 :Fe 142 18.0 0.1 14.6 18.0 Short Sldo 7.7 12.2 19,0 7.6 72.3 16.027 1&0 8.1 12.9 1&0 122 10.0 0.1 724 0 8.2 /2.6 Mc e.4 12.8 10.0 62 Long Slde 7.2 11.0 16.0 7.3 11.1 15.1 1.4 15.6 7.0 11.8 15.8 8.9 7,7 13,1 11.7 18.0 1&0 &4 7.8 13 4 12.0 16.0 16.0 0.0 8,0 13,7 12R 18.0 18.0 &7 9.1 13.9 16.0 12.3 16.0 64 Shod Side 7,5 11.9 10.0 7.6 120 16.0 23 10.0 7.9 12.6 78.0 8.1 126 16.0 &3 73./ 160 8 4 3.4 7e,0 Lo Slde 7.1 t0.e 74.7 7.1 10.8 74.8 1.2 78,2 7.6 1L3 1&4 7.B 716 tb.7 77 118 100 7.9 12.0 16.0 66 bnorf Sae 7.3 175 1e.o 7.4 11.7 Wo20 1301 7.0 12.2 1e0 7.9 125 1e0 B.7128 780 0.514.3 7,0 10.0 t4,6 0.fl 14,0 ,3 t1,7 15.1 7,4 11.3 7b.4 7.0 11 8 16.7 e6 Shod Side 7.1 11.2 15.8 7.2 1 11.31 18.01 7.1 1 11.7 1 18.01 7.0 111.0 iB.O 7.7 12.2 1&0 Lo Ida 6.7 10.3 14.0 0.0 10.4 14.1 7.0 10,7 14.8 7.1 10. 14,8 7.0 11d 1s.1 70 shan Sae 6.8 10.9 15.3 7.0 1 11.1) 1 16.6 7.2 11.4 76.0 7A 11.0 18.0 Lone Sidi- 8.0 10.0 13.7 8.7 10.1 13.0 B.D 70.5 14,3 7.0 f0.7 14.6 72 Shod 6ae 8.7 1D.6 14.0 6.e 1D.7 1&1 6.7 70.5 14.6 n Side 8.4 9.6 19.J 8,8 9.9 1 13.51 6.4 1 9.8 13.7 74 Short Side 8.0 10.2 14.4 8.6 f1.4 14.6 no S e 0.3 0.5 13.0 6.3 8.7 73.2 73.694 Shod SI a 6.4 10.0 1J.D o Side 8.4 10,0 13.8 TABLE 6, CONT.: Maximum Anchor SpacingAllowed,(In) Glass: 3116"or114"Tempered Glass, Monolithic or Insulated Frame: Square or Rectangular two Bids In 4 102 108 110 1 118 120 126 130 137 144 Anohereroupco q B C A B C A a C A a C A B C A I B I C I A B C 146 JB Short tilde 11.6 16.0 15.0 11.7 WO 16. 11. 5.0 6. 18.0 18.0 1 .1 16.0 le.0 12,2 We 16.0 12.3 10.0 I A I B C A 6 C A B C Lon Slde 9.9 16.0 18.0 10.0 16.2 16.0 f0.1 15.3 16.0 10.7 16,1 76,0 10.2 16.6 16.0 10.9 15.7 16.0 10.4 16.0 1 .b '16.0 e. 0. 12.6 te. 70.0 72.0 1 16.0 Short Side 11.6 18.0 16.0 11.6 16.0 16.0 11.7 16.0 1&0 11,6 I 18.0 16,0 18.9 10.6 16.9 70,0 10.6 18.0 16.0 10.6 10.0 10.0 4 - Long Bid, 9.8 15,0 10.0 9.9 15.1 16.0 10.0 15.2 18,0 10.1 1 15.4 10.0 12.0 10.2 78.0 15.6 19.0 16.0 12.1 10.3 16.0 16,6 18.0 10.0 12.2 10.0 18.0 16.7 15.0 1 12.3 1 18.0 t0A 16.0 16.8 1 18.0 iB.O 12.6 1&0 I 76,0 42 Shod Side 11.2 78.0 1&0 itA 18.0 1&0 it.4 18.0 78,0 11.6 16.0 16.0 11.7 19.0 1&0 11.8 10.0 10.0 11.9 16.0 16.0 72.1 76.0 1&0 10.6 16.0 16.0 Lone Side 9.7 71.8 16.0 9.8 14.9 18.0 D.9 18.0 16.0 10.0 16.2 16.0 10.1 16.3 10.0 10,2 16.6 7e.0 10.2 16.6 16.0 tO.J 16.7 41 Shod bae 10.B 10.0 78.0 11.1 18.0 7&0 11.2 18.0 18,0 11.3 16.0 18.0 11.8 16.0 18.0 "1 18.0 te.0 11.7 16.0 16.0 18.0 Lon Itle 9.e 14.0 18.0 9.7 N.7 18.0 0.6 14.8 16,0 9.9 16.0 18.0 10.0 15.2 16.0 10,1 16.3 16.0 10.2 16A 10.0 46 Short Sao 10.7 10.a 1B.0 1a.6 16.0 18.0 1L0 16.0 16.0 11.1 18.0 t8.0 71.J 10.D 1&0 11A 10.0 76.0 0.5 14.4 le.0 9.6 N,6 16.0 Lon Sao 9.7 14.7 10.0 9.8 14.8 16.0 &D 16.0 ".0 ,e:4 16,Z 70.0 46 shoe sido 10.6 1&0 16.0 10.6 16.0 16- 10.8 7e.0 1" 10.0 18.0 18.0 11.0 18.a 16.0 on side 9.3 14.2 16.0 9.6 14.4 10.0 9.0 14.6 16.0 9.7 14.7 16.0 9.8 14.0 78.0 60 Short Side 10.3 1&0 16.0 10.4 1 18.0 10.0 f0.8 10.0 16,0 111.7 18.0 18.0 .2 Me 16.0 0.3 14.2 16.0 Long Sitle fl.4 14A 16.0 9,8 N.6 18.0 62 S 61tl4 10.1 16.0 18.D 10.2 16.0 76.0 10.416.0 9.1 1&B ' 'a 22 74.0 1e.0 Lon SIdO 8.3 14.2 18.0 84 Shod Slde 9.9 18,0 16.0 10.0 16.0 16.0 Lon Side 9.0 13.7 18,0 9.1 1 13.0 16.0 Shod Sae 0.7 15.7 i8.0 Lone Slde 8.0 1&5 16.0 N TE 1) USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE GLAZED WITH TEMPERED GLASS. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) FOR ARCHITECTURAL SHAPE WINDOWS. USE THE TABLES ON SHEET7. 4) THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 6) TIP -TO -TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR BUCK DIMENSIONS, SUBTRACT 1'. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. f+- LONGSIDE -►I `j- _. SHORT SIDE LONG SIDE SHORT SIDE REVISED g wllh 111014udda CIO No • \4r. O )a Q WZ 1 `\71111111 `I1,,,, * •���� 110, 11 emu. 6: a 2 N n � J ��`'r pFz11� 1 n 1 11 H TABLE 7: IMM 0,mmmQimmmm�mm�mm��mmm - ��00 ®mm mmmQimm�mms�mmm Omm�mmm0m0���0�� O��mmmmmm0 �0Ql�mmmmm��m0 0�m�mmml�m�� 0iL>Om�Ql�mmml� Ohm®m bat TABLE 8: Maximum Anch or Spacing Allowed for all Frame Typea, (In) Glass: 3116" or 1/4" Tempered Glass, Monolithic or Insulated Frame: Archilectu� hShap6e Long Side (In) q Anchor Orou q 76.804 A B C 77 A 1 B 1 5. 00 A B C 82 A I B C 84 A B 87 A B C 90 A B 02 A B C 9.6'`p 4 ; A r 4tB C 99 A B C 39 B. .6 18.0 9, 16.0 0.2 9.3 .4 8. .0 0.6 14.6 18.0 e.e 10.0 '14.8 16. 40 ro 13.7 18.0 To 13.8 10.0 9.2 13.6 10.0 0.2 14.1 10.0 0.3 14.2 16.0 9,4 14.3 10.6 9.6 14.5 18.0 0.6 14.0 10.0. -.-AT; '; .7 14.7 18.0 9.8 14.8 18.0 42 &B 13.6 18.0 8.9 13.6 18.0 9.0 13.7 16.0 0.1 13.8 16.0 9.2 13.0 16.0 9.3 14.1 16.0 9.4 14.3 le.0 0.4 14.4, i16:0 9.5 14.6 16.0 9.6 14.7 1e. 0 44 8.7 13.2 18.0 0.7 13.3 16.0 0.0 13.5 16.0 8.0 13.6 16.0 B.0 13.7 16.0 9.1 3.9 16.0 9.2 14.1' 10.0 0.3 14;1: 16.0 9.4 14.3 16.0 9.6 14.6 16.0 48 8.6 13.0 16.0 8.8 13.0 18.0 8.7 13.3 16.0 8.8 13.4 16.0 8,9 13.5 18.0 0.0 13.7 16.0 9.1 13.e 10.0 0.2: ; 3.8 18.0 9,3 14.1 18.6 0.4 14.3 16.0 4B &4 12.7 18.0 &4 12.8 18.0 a 13,0 18.0 6,8 13.2 18.0 8.7 70 16.0 6.6 13.6 16.0 9.0 13.8 166 ,9 o, '13.7 1&0 9.2 13.8 10.0 B.3 14.1 16.0 60 8.2 12.6 16.0 8.3 12.6 16.0 8.4 12.8 18.0 8.6 12.8 1&0 W 13.1 16.0 8.7 13.3 10.0 8.8 13.4 100. `8:0 13.6 18.0 9.0 13.8 16.0 9.1 13.9 16.0 62 8.0 12.2 18.0 6.1 12,3 18.0 8,2 12.8 18,0 8.3 1 ,7 18.0 6.4 12.6 18,0 B.B 13.0 78,0 0.7 13.2 ,100 8.8 13.3 16.0 flB 13.6 16.0 0.0 13.7 16.0 64 7.B 12.0 16.D 7.8 127 10.01 e.1 12.3 18.0 8.2 12.6 16.0 0.3 12A 16.0 8.4 12.8 10.0 8.0 1J,0 N6.0 0.8 13.1 1&0 flB 1J.4 18.0 8.9 13.6 t0.0 68 7.7 11.7 18.0 7.8 11.8 18.0 7,0 12.1 15.0 8.0 12.2 18.0 ,1 12.4 10.0 8.3 12.8 16.0 8.4 -12.8 10.0 8.6 12.0 18.0 8.7 13.2 10.0 B,B 13.3 16.0 68 80 7.8 7.4 11.6 11.2 16.7 16.3 7.6 7.6 11.6 71.4 15.8 16,6 7.0 7,8 11,9 11.8 16.D 16.8 7.8 7.7 12.0 11.8 16.0 18.0 0.0 7.0 12.2 12.0 10.0 10.0 8.1 8.0 12.4 12.2 16.0 10.0 , I :. :y2,a 12.4 18,0 18.0 BA 8.2 12.7 12.6 16.0 18.0 8.5 8.4 13.0 12.8 10.0 1o.D 8.6 13.1 1B.0 B2 7.2 11.0 1&0 .3 11.1 16.1 7.6 11.4 16.6 .6 11.6 15.8 7.7 11.7 10.0 7.9 12.D 19. 70 12.2 18.0 0.1 1 12.3 1 16.0 e4 7.1 10.8 19.7 7.1 10.8 14,8 .3 11.2 16.2 7.6 11.3 16.4 7.8 11.6 16.7 7.7 11.5 r18:0 7.B 12.0 16.0 7.0 10.8 4.5 7.2 io.B 14.9 7-3TUT15.1 7.4 11.3 16.4 T.6 11.t1': °16.7 9.8 10.4 14.1 .0 10.7 14.8 7.2 10.8 14.8 7.3 11.1 15.1 0.7 10.1 13.8 0.9 10.5 14.3 7.0 10.7 14.5 8.6 9.9 13.6 6.4 9.8 13.3 0.3 a..,13.2 t ' 66 8.9 10.6 14.3 88 &7 10.3 14.0 70 6.6 10.0 13.7 72 8.4 B.0 13.3 74 8.3 9.6 13.6 76.804 6.4 TDT 13.8 TABLE S. CANT.:AV Maximum Anchor3pacing Allowed forall Frame Types, (In) Glass: 311,f� or 114" Tempered Glass, Monolithic or Insulated Frame: Archltoctural Shapee Long Side On) q 102 106 ttD 115 f i , 120 126JGA 11. 137 144 145 nc or GroOB q 30 40 9.8 1 16.0 C 16.D A B.9 B 1 16.1 0. 16.0 A 10.0 B 162 C 10.0 A 11, 10 .-1 Br .4 WC 1 16.0 A 10.2 B 16. 16.6 C 16.0 A 10.3 B 16.6 B 1 16.7 C 18. 1618.16042 A B C A ,0 B 6.0 C A B C B.7 14.8 10.0 B,e 14,9 18.0 9.B 16.0 18.0 A .0 16.2 10.0 f0.1 1.3 18.0 10.2 16.6 16.6 16.D 10.3 16.7 7B,D44 B.0 14.6 10.0 9.7 14.7 10.0 9.8 14.9 1 99 16.0 16.0 f00 16,2 18.0 10.1 16.3 16.4 16.0 9.a 14.a 1&0 9.7 14.7 18.0 a.8 14.D 180 9A 16.0 18.0 10.0 16.2 8.6 14.4 18.0 fl8 14.5 16.0 9.7 14.7 16.0 9.e 14.9 18.0 9.3 14.2 1O 774 14.4 10.0 9.8 14.6 16.0 B.2 14.0 18.0 9.3 14.2 16.0 a.1 1379 18.0 48 B.6 14.4 16.o 48 B.3 Y4.2 16.D 60 N 9.2 14:0 18.0 62 9.1 13.8 18.0 64 9.0 13.7 t0.0 66 8.9 13.6 18.0 NOTES 1) USE THE9f;TABLE FOR ALL ARCHITECTURAL SHA_P,E,ININDOWS. TABLE 71S TO BE USED FOR ANNFACED GLASS; TABLE 81S TO BE USED FOR 7E(vMPERED GLASS. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) FOR SQUARE OR RECTANGULAR WINDOWS, USE THE TABLES ON SHEETS 5 OR 6. 4) THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 6) USE THE SPACING SHOWN ON THE TABLES FOR THE ENTIRE WINDOW FRAME. 8) TIP-TO•TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR BUCK DIMENSIONS, SUBTRACT P. T TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, LONG SIDE - �+- LONG SIDE 2T �ISHORT SIDE REVISED g with th6 Floridu do - +\\\ y � Q C N tt Z Z 0� a w O W Z F GO LL g J ti Z Z Z Z j Q7bI Q a a 17 r " Z NN N 1 ? Wa .0 X •@ 141 o a az 0i o W N Aw 14 O pt,� 8 (� �WB tY : Q _ d �yt� Z - of0:Z_gR Az1n4; O:zut 1 90a CORNER FRAME ASSEMBLY MITERED FRAI WITH FRAI WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAMES TABLE 9: Item # PGT Dwg. # PGT Part # Description 1 602 68342 Flange Frame 2 521 69097 Integral Fin Frame 3 603 61168 Glazing Bead 4 6DURAK38 3/8" Dura Seal Spacer 5 6DURAK58 6/8" Dura Seel Spacer 6 Dow 899 Silicone or Equivalent 9 689 70589C Gasket (at 90' comer )olnis) 10 120.8 61308K Closed Cell Foam Tape 11 1052 71052K Setting Block 1116" x 314" x 1" 12 1265 712651K Setting Block 1/16" x 3116" x 1.1/2" 14 1181 7834AA #8 X3K' PH PN SMS 15 781PS7X #8 X3/4" PH PIN SMS - S.S. 16 1012 7PVVSW #6 X7f8" PH FH SMS @ 10.1/2" O.C. Typ. 17 3/16" or 114" Glass 18 34' IG Glass (with 3/16" or 1/4") 181 1" IG Glass (with 3/18" or 1/4") ANGLED/CURVED ,ME MBLY 2.000' -� 082' -� 1.844' 282' .844- y IIII fi00' I� OFLANGE FRAME 6003-T52 ALUMINUM 900 CORNER FRAME ASSEMBLY MITERED FRAME WITH FRAME WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FIN FRAMES 2.000' --� .082' j.844" 4' T .2e2' "1j� 1.125' .050' 2 INTEGRAL FIN FRAME 6063-T62 ALUMINUM 11111 %�YNN AR ''•F'Q ►r No.58705 0 togoF/� '�tV` A 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 •' STA • \ ;��`�''•. F...... /ONAL �� N KOMIS,' FL1520 34274 P.O. BOXA.L11REAfib CERT. OF AUTH. #20296 05�P.E� ANGLED/CURVED . FRAME " .7335- .600, 17 I 4 — .066" 3 GLAZING BEAD 6083-TS ALUMINUM PRODUCTREVISED w oomplying with the Florida Du11Jlry1 Code A v,- W. Data: R V o Accc mnce No J.J. 10119/11 'hIPSZtHANGESHEET THIS l 1f°1 °u / ny _ vbW By Oats RevUdon: Miami Dado Product Control & CORNER ASSEMBLY DETAILS J ROSOWSKI Nit: WINDOW INSTALLATION GUIDELINES 4/01/11 dell Seale Shirr t Drgring No, !taut V-220 NTS 8 CF 8 1 MD-PW220-01 A VJ30/13 \ Florida Building Code Online s rm - p� Fwr,'& DeD.- —un-e it BCIS Home Log In User Registration Hot Topics € Submit Surcharge Stats & Facts € Publications i FBC Staff BCIS Site Map Links Search Business'" t o FILE C®Pl( ProfessiprooAproval nal ` USER:UPublicUser Regulation Product ADDrO al Menu > Product or Aoolicati6n Search > Aoolication List > Application Detail FL # FL4091;;,R6-1` Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category' WI do — Subcategory Singlel unq- 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 04/10/2016 Steven M. Urich, PE i Validation Checklist - Hardcopy Received FL4091 R6 COI EvalRep CWS-154C (SH-8100, NI1.odf Standard AAMA/W DMA/CSA/101/I.S.2/A440-05 AAM A/ W DMA/CSA/101/I. S.2/A440- 08 ASTM E 1300-04 PA TAS 202 Year 2005 2008 2004 1994 vm w.floridabuilding.org/pr/pr_app_o.aspx?pararr>=wGEVXQwtDq uzg3l %2b4g 5faHJ3)P/*2fpCz8Ew97mDrp%2bFiaM %3d 1/3 12/30/13 Florida Building Code Online Product Approval p, I Method 1 Option D Date Submitted 10/30/2012 Date Validated 10/30/2012 Date Pending FBC Approval 11/04/2012 Date Approved 12/04/2012 summary of Products 'FL # Model, Number or Name _- _ D91A `[¢8100 min IiF{a�nge Ean#Fr Single Description ----- 8100 Vinyl Flange/Fin Frame Single Hung ' Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R6 II CWS-154D (SH-8100 Non-Impact).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: 8100 Vinyl Flange/Fin Frame Single Hung H-LC50 (53" x FL4091 R6 AE EvalReo CWS-154D (SH-8100. NI).odf 76"). Glass complies with ASTM E1300-04. ..............._...._._........_....._._....._._..._._........._._.............. i..................... ---.................. .._.._................. ---....._.. - — Created by Independent Third Party: Yes ........---._........._ 4091.2 ' 8100 Vinyl Single Hung ---.-.-......_.-._... ..._._............._._..._.._...._._._.._....._.__.._.._..__. �.. 8100 Vinyl Single Hung w/ Alum Meet. Rail, Eq. lite and Oriel. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R6 II CWS 341A (SH 8100 Non -Impact Oriel Wdws).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100, 48 x 90, Oriel, DP 45 PSF; SH-8100, 40 x 84, FL4091 R6 AE EvalReo CWS-341A (SH-8100, Oriel. NI).odf Created by Independent Third Party: Yes Eq. Lite, DP 50 PSF. Glass complies with ASTM E1300-04. ._._......._._........_....... ---...... ............. _........ _............ ........ --_._ 4091.3 8100 Vinyl Single Hung ----........................ .._._................ .-..._........... ..-.._...._...._.._.-..._.-._...._._.... - ...--- - -- - ^-I ...--- -- ...- ------ .._._._._..-._._......—...... _..._._.-_.............. _........ --- ............ _........ — ..__._.._.._..... - 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail —.._-...- --- - - ....._._...- -.._._....._._-....................... _._.... __.................. ........... _.._.......--- Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R6 II CWS-293B (SH-8100 Non -Impact 52x96).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +65/-60 Evaluation Reports Other: SH-8100, 52 x 96, Oriel, DP +65 / -60 PSF. Glass complies FL4091 R6 AE EvalReD CWS-293B (SH-8100. 52x96, NI).: Created by Independent Third Party: Yes i ... ..... ---- - --- ._...._.. ...__....__......_.._.............. _.._._... .................... _._.... ..... _._................. ............. -_._J with ASTM E1300-04. --._._.... _..-...._...--._......_._....._................. --._.....__...__._......_........._......._..._..----.....-- --. 4091.4 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -Impact, ... -- ... ................._.... - --...__.._......................... 1/8" x 63"_._-...- -._._.... _...----._._........._...._......._..._--- ... -----._..._ Limits of Use .74 ----_._..... _........ ..._......... ........ -- --- -._._..._...- - --. ...-- Installation Instructions Approved for use in HVHZ: No FL4091 R6 II CWS-442A (SH-8100 Non -Impact 74x63 ContHdSl).Pdf I Approved for use outside HVHZ: Yes Impact Resistant: No Verged By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 63", DP Evaluation Reports +67.5/-70 psf w/ Std. sill, DP +/- 70 psf w/ Sill Riser. Glass FL4091 R6 AE EvalReo CWS-442A (SH-8100. 74x63 ContHdSl. NP.odf complies with ASTM E1300-04. - -------- ............ ... -_...... -..------ --._..._... -- ---- Created by Independent Third Party: Yes - -- ------._-. ------ 4091.5 SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact, 74 1/8" ..... ........... _................. _._................. x 72". ..__...._._._._._.........__....... _....... _..----._............. -.................. ._.._._........... _........... _......... Limits of Use ---------...... ,_......._.._.....__._._._..._...................__............._....------....._........._..__..._-.--.--_............._..----- Installation Instructions Approved for use in HVHZ: No FL4091 R6 II CWS-492A (SH-8100 Non -Impact 7402 ContHdSl).odf 1j1j1j Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see Evaluation Reports chart on installation dwgs. for DP. Glass complies with ASTM FL4091 R6 AE EvalRep CWS-492A (SH-8100. 74x72 ContHdS1. NI). ndf E1300-04. i--- -- -- Created by Independent Third Party: Yes 4091.6 ' SH-8100 Vinyl Single Hung SH-8100 Vinyl Single Hung, OX, Non -Impact. Limits of Use . Installation Instructions Approved for use in HVHZ: Yes FL4091 R6 II CWS-485A (SH-8100 Non -Impact 52x71).Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", see FL4091 R6 AE EvalReo CWS-485A (SH-8100. 52x71. NI).odf FL4091 R6 AE Mikron NOA 11-0830 09.odF installation dwgs. for DP. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes j flaCtt ii:L'XY Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 wwvv.floridabuilding.org/pr/pr_app dtl.aspx?pararrFwGEVXQvADquz931%2b4g5faHJ3)0/o2fpCz8Ew97xeDrp%2bFW� /%3d 213 1 V30/13 Florida Building Code Online The State of Florida is an AA/EE(6 .. _.,,foyer. Copyright 2007-2013 State of Florida.:: Privacy Stateel hccessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. '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: sec�aritr�s h ra> ca www.floridabuilding.org/pr/pr app dtl.aspx?pararTl=wGEVXQwtDgLiz931g/g2b4g5faHJ3)0/`2fpCz8Ew97xeDrp`/`2bFkM*/`3d 313 C SINGLE HUNG ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 54 318" MAX OVERALL FLANGE WIDTH 53 1/8" MAX. UNIT WIDTH _48 15/16" GLASS DLO I 77 1/4 MAX. OVERALL FLANGE I O HEIGHT Z4" MAX. UNIT HT. 36 11/16IF MAX. SASH HEIGHT F— 46 5116° — � _ L'ASS;000- QUAD'=SPLIT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ANCHOR SCHEDULE & NOTES .......... 2 DP CHARTS & GLAZING DETAIL........3 SECTION VIEWS & ALT FRAME EXTRUSIONS & B.O.M........................5 INSTALLATION DETAIL....................6-8 ----' 64 318" _...._ MAX OVERALL FLANGE WIDTH 53 118' MAX UNIT WIDTH 48 15/16" GLASS DLO 33 5116" 69 1/2' I GLASS MAX DLO OVERALL I 16" FLANGESS HEIGHT 68 k33 UNIT333/8HEIGHT ITMAX I GLASS 30 3116" MAX /8" DLO SASH /� SS O.C. WEEP, TYP. - 54 3/8" --- MAX OVERALL FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 48 15/16" GLASS DLO 63 5/16" MAX OVERALL FLANGE HEIGHT MAX16" ` UNIT (— HEIGHT MAX I SASH 46 5/16" GLASS DLO 5 HI SASH ORIEL 33 5116' GLASS DLO 20 11116" GLASS 1-46 5/16" GLASS DLO- i 60/40 SPLIT ORIEL DESIGN PRESSURE RATING 5_0 Lucas Turner 2012-10-26 12:02-04:00 y PROPRIETARY AND CONFIDENTIAL 10 612012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. PVC NON -IMPACT REQUIREMENT• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. D I UPDATED, RECERTIFICATION 10/22/2012 C UPDATED PER 2010 FBC 10/21/11 TEF B ADDED COMP. ANALYSIS CHART 12/18/08 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 ��V�•"v' �C-'.�"0;-, WINDOWS & DOORS W : No 58201 L P 1900 SW 44TH AVE. * : * ? OCALA. FLORIDA 34474 * ITLE: Q ; az GENERAL NOTES & ELEVATIONS - NON IMPACT 90 ; STATE OF :�414 SERIES: ;RAWN rIr ADE 1ATt_. 6125120 '•�~`6; •`�t a R O P,: ��J`• uiDEt.' 8100 scAI.E: OWG. No. Sgf�..........�a�� PVC SINGLE HUNG •v, t.FiTF!R TS SKEET: CWS-1 D 1 OF B 4" MAX. (TYP) 8" MAX O.C. tg_ MAX. O.C. A SEE NOTE 2 i-I I 6- MAX. �i� I / MAX —� SEE NOTE 5 6" 7MAX�. (TYP) I 18^ 8. O MAXIO.C. MAX O.C. O I I INSTALLATION B I I B (SHT 4) -- ANCHORS TYP. i THRUFRAMEANCHOR AT FIXED MEETING RAIL, X I MEETING RAIL SEE NOTE 6 4• (TYP) X I CENTERLINE (SHT4) 4" (TYP) C I Ill I INSTALLATION TTYP. C ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AN 1/8" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR T RU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION IN FLANGE FRAME INSTALLATION. IN FIN FRAME INSTALLATION, #10 WOOD SCREW W/ INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 3/8" INTO 2 BY WOOD BUCK (THRU FIN AND THRU FRAME) THE MIN. EDGE DISTANCE --ALL BE 3/8" IN ANY DIRECTION. rIl0 WOOD SCREW WITH INTEGRATED WASHER THRU FIN MUST BE NO LESS THAN 1"AWAY FROM THE THRU FRAME ANCHOR AT FIXED MEETING RAIL, ELSE FO LOW THE REQUIRED SPACING. 7. #10 -16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 10. 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 STRENGTH SPECIFIED BELOW. LUCAS A. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM -1/8" THICK MIN., 6063 T5 MIN. ` G E. STEEL -.060" THICK MIN., 33 KSI MIN. 12. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), ZZ p . 3y FMA/AAMA200 ( FLANGE WINDOWS, PROPRIETARY AND CONFIDENTWL ) U/STOM 2012 S Q . THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF FMAM/DMAZSO(BOX WINDOWS), WINDOW SYSTEMS. INC. ANY REPRODUCTION INPART ORASAWHOLE WITHOUT THE FMA/AAMA/WDMA 300(EXTERIOR DOORS). WRITTEN PERMISSION llS �� OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DrADDED TED, RECERTIFICATION 10/22/2012 CTED PER 2010 FBC 10/21/11 TEF B COMP. ANALYSIS CHART 12118/08 TURNER, FL P.E. 58201 ATED PER NEW FBC REQUIREMENTS 07/07/08 pSOREW ��y�i .�CENSF..,Py�� v - WINDOWS&DOORS No 58201 ":�?l : 1900 SW 44TH AVE. :* : OCALA, FLORIDA 34474 W ITLE: ir" ANCHOR SCHEDULE $ NOTES - NON IMPACT STATE OF , w: "�U SEKIES: 8100 .RA'vYN'3Y' DATE:: .t O R 1�? P 0���MODEL- PVC SINGLE HUNG St.ALt: NDS nhil. No: CWS 115, �oIVA�E�vp F..+LLE?lfFi: D sl+Else` 2OF9 notion Pr -r- (Pccl ­itl, rl- T­­ A m r .., n Unit _ Sash__ VHe'Ights Unit Widths (in.) Heights (in) (in.) 23 1/2 r27 of/2, t 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 35IM-1 b 17 +50 / -75 f 950'/ 5 ,Z +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 39 1/2 19 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 41 1/2 20 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -73.1 43 1/2 21 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -73.4 +50 / -70.6 47 1/2 23 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -68.9 +50 / -66.2 Cal-7-1/2-3 25 +50 / -75 450 / -75 r +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -72.7 +50 / -65.2 +50 / -62.6 53 1/2 26 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -71 +50 / -63.6 +50 / -61 55 1/2 27 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -69.5 +50 / -62.1 +50 / -59.5 59 1/2_ 29 31 +50 / -75 +50 / -75 +50 / -75 +50 /'=;72 9 +50 / -75 ! +50 / -72 +50 / -75 +50 / -71.6 +50 / -75 +50 / -71.6 +50 / -75 +50 / -71.6 +50 / -75 +50 / -71.6 +50 / -75 +50 / -71.6 +50 / -66.8 +50 / -64.6 +50 / -59.5 +50 / -57.3 +50 / -57 50'/_s,54 8 ri 65 1/2 32 +50 / -73.2 +50 / -691- +50 / -68 +50 / -67.4 +50 / -67.3 +50 / -67.3 +50 / -67.3 +50 / -67.3 +50 / -63.6 +50 / -56.4 +50 /3.9 -5� 67 1/2 71 1/2 33 35 +50 / -69.8 +50 / -64 +50 / -65.6 +50 / -59.7 +50 / -64.4 +50 / -58.3 +50 / -63.7 +50 / -57.3 +50 / -63.4 +50 / -56.5 +50 / -63.4 +50 / -56.5 +50 / -63.4 +50 / -56.5 +50 / -63.4 +50 / -56.5 +50 / -62.7 +50 / -56.5 +50 / -55.5 +50 / -53.9 +50 / -53 +50 / -51.5 74 3/4 36 5/8 +50 / -59.9 +50 / -55.6 +50 / -54.1 +50 / -53 +50 / -51.8 +50 / -51.7 +50 / -51.7 +50 / -51.7 +50 / -51.7 +50 / -51.7 76 37 1/4 +50 / -58.5 +50 / -54.1 +50 / -52.6 +50, / -51.5 +50 / -50.2 +50 718" OVERALL 718" OVERALL 118" ANNEALED 31ANNEALED 518° AIR SPACE I 112" AIRSPACE 1/8" ANNEALED FI -4--1 -3116' ANNEALED n46 SS BITE 1/2" GLASS BITE ................. SIKAFLEX552 OR 46 SIKAFLEX 552 OR .... . . . ...... PURFECT GLAZE "H" PURFECT GLAZE "H" 0 GLASS TYPE A GLASS TYPE B NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 718" OVERALL 1/8" TEMPERED 518' AIRSPACE 1/8" TEMPERED GLASS BITE 46 SIKAFLEX 552 OR PURFECT GLAZE"H" GLASS TYPE D 7/8" OVERALL 3/16" TEMPERED 1/2' AIRSPACE 3/16" TEMPERED 1/2" GLASS BITE 552 OR GLAZE "H' GLASS TYPE C 10 UPDATED, RECERTIFICATION 10/22/2012 C UPDATED PER 2010 FBC 10/21111 TEF B ADDED COMP. ANALYSIS CHART 12/18I08 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 .�.GENgF. y v No 58201 9 `: STATE OF PROPRIETARY AND CONFIDENTIAL 10/26/2012 +�iO;%N ;A' P THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWINDOW SYSTEMS, INC. ANY REPRODUCTION IN C R 1 �+PART'� WRITTEN PERMISSION OF CUSTOM WINDOW SYS EMS,,IINC. IS ROHIBITEDHOU7 THE 0�sS/ONA . E� G3 WINDOWS & DOORS 900 SW 44TH AVE. ICALA, FLORIDA 34474 TLE: DESIGN PRESSURE CHART / GLAZING -NON IMPACT _RIES: 8100 JRA,NN 13Y: AIDE DATE: 6/25/2012 DDEL' PVC SINGLE HUNG SCALE.: 1:1 D'ING. NO.' CWS-154 2EV. LETTER: D 6heta'' 3 OF 8 m EXTERIOR t NTERIOR 'PE E 3) UNIT WIDTH — 'ERIOR fERIOR I FLANGE WIDTH — SECTION B-B NOTE: LEFT 51DE SHOWS FIXED LITE CUTA RIGHT S1DE SHOWS SASH CUT AWAY SECTION C-C ALTERNATE FIN FRAME SECTION A -A NOTES: ITEMS 20, 23, 25. 26. 31, 36, 37, 44, TYPICAL VERTICAL SECTION 51, 52. 55, 56, 64. 67, 68 ARE USED BUT NOT SHOWN FOR CLARITY. A�L PROPRIETARY AND COWIDENTAL 10126/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. D UPDATED, RECERTIFICATION 10/22/2012 C UPDATED PER 2010 FBC 10/21111 TEF B ADDED COMP. ANALYSIS CHART 12/18/08 LUCAS A. I URNER, FL P.E. 58201 AUPDATED PER NEW FBC REQUIREMENTS 07/07/08 dtSDREty LppE►q/ PIP] 'i ..���>�i��- - 58201 ; A : 1900 SW 44TH AVE. :,k C OCALA, FLORIDA 34474 W :or --TITLE: C�-- SECTION VIEWS/ALT.FRAME-NON IMPACT fE OF 141 sERIEs 8100 )RAWN BY' DATE: ADE 6/25/2012 t9' 0,4 ODF..LI PVC SINGLE HUNG IIALE: NTS I�"TG- No-' CWS-154 JAl E ���� ¢a.V. LE_TT::H: D ,17':err: 4 OF 8 I//f 11►�1 Item# Part# Description Vendor Material 1 1 H-6031 IMain Fr., SH, w/Flg., PVC, Head Mkron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, SIII Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mkron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mkron Vinyl 5 H-1836 Meet. Rail, Fxd. Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mkron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mkron Vinyl 12 H-6004 Sash Siderrop/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R Keymark Alum 14 5-6064 Glz Bd., 7/8°,Fxd., Horiz Mkron Vinyl 15 5-6064 Glz Bd., 7/8",Fxd., Vert. Mkron Vinyl 16 S-6064 Glz Bd., 7/8°,Sash, Horiz Mikron Vinyl 17 S-6064 Glz Bd., 7/8",Sash, Vert. Mkron Vinyl 18 S-6013 Scm. Adapt, w/Nib, PVC, Horiz Mikron Vinyl 19 S-6014 Scm. Adapt, PVC, VerL Mkron lVinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mkron lVinyl 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 ' P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 29 P-4959 Wstp., 0.420 x.187, used on H-1836 Ultrafab 30 P-4479 Weep Coverw/Flap Geer Plastic 32 P-3429 Wstp., 0.270 x.187 back FinSeal, Gray Ultrafab 33 P-3429 Wstp., 0.270 x.187 back FinSeal. Gray Ultrafab 34 P-3429 Wstp., 0.270 x.187 back FinSeal, Gray Ultrafab 35 P-3429 Wstp., 0.270 x.187 back FinSeal, Gray Ultrafab 36 P-3429 WSIP., 0.270 x.187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x2-1 /2 PH Mod. Truss Type A Tek 2 Alax Steel 38 P-3768 #8 xO.625 Ph PH SMS Hub City Steel 39 P-4051 W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264 #8 x3/4 FH PH w1#6 Head, TEK, Wht Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P53752 Cap Plug. 1/2"Hole M&M INylon 46 P-3438 Sikafiex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set Blk., 85 Dur., 1/8" x 5/8" x2" Lg. F. Lowe jRubber 51 F38 11 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Glass, Fixed (See Sheet 3) 54 Glass, as (See Sheet3) 55 P-3281 Spacer (see sheet 3) Duraseal 56 P-3281 Spacer (see sheet 3) Duraseal 62 P-3218 Screen Frame, Horiz Allmetal Alum _ 63 P-3218 Screen Frame, VerL Allmetal Alum "4 P-3321 Screen Frame Corner Key Nimetal Plastic 15 P-3561 Screen Cloth, 18 x 16 Fiberglass Bettervue Fiberglass P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 Screen Pull Tab Summit AiEum 68 P-3033 Screen Spring, SS FI. Screen SS 69 H-6026 Main Fr., SH, w/Fin., PVC Mikron Vinyl 70 P-3113 Screw Support for PVC T. Plastics Nylon 71P-3029 5.6063 Fixed Rail Cover IMikron Vinyl NOTES: ITEMS 21, 22, 29, 31' 41, 42, 43, 49, 50. 57-61 ARE NOT USED ON THIS PRODUCT 21 3 PVC FRAME FIN-6026 PVC FRAME FLANGE-6031 PVC SASH BTM, RAIL-6028 1. LI I—�Ir-1/16" REINF, SASH MTG. RAIL-1497 ALUM 6063 T-6 5/ 8" PVC SCREEN SUPPORT - 6014 12 1 518" 1 1 3/16"— PVC SASH SIDE RAIL-6004 PVC SCREEN CATCH - 6013 1/2'0-3"60) 3/16"—J—SCREW SUPPORT-3113 j r3/4' 3($r , 3 REINF. Stt}f .B.R./S.S.R. - 1498 ALUM 6063 T-6 PROPRIETARY AND COWIDENTIAL 10126/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FRAME CORNER 2 3/16" -- CONSTRUCTION 1 5/8° 1116" PVC SASH MTG. RAIL-6027 CORNER WELD (ALL SIDE 1 tl2"— -- 5 2 1/8" FIXED MEETING RAIL SCREWED TOGETHER WITH FIXED MTG. RAIL-1836 OUTERFRAME 1/16' 1 5116' 1 11/4" F�-9/16" 14 PVC FIXED RAIL COVER-6063 ,5 i—� 1318.1 o 13116" L PVC SASH STOP-6029 LUCAS A. TURNER, FL P.E. 58201 7/8' 16 L— 17 PVC GLAZING BEAD-6064 UPDATED, RECERTIFICATION 10/22/2012 UPDATED PER 2010 FBC 10/21/11 TEF ADDED COMP. ANALYSIS CHART 12/18/08 UPDATED PER NEW FBC REQUIREMENTS 07/07/08 L "'.E*E, WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: EXTRUSIONS I B.O.M.- NON IMPACT TERRIES: 8100 )RAA'N BY AIDE `DATE: 6/25/201 aODEL' PVC SINGLE HUNG SCALE: 1:2 t'JIVIG. NO.* CWS-15 REV. LETTER: D sf:Ee+T: 5 OF 8 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 112" MIN. EDGE DIST. ICI • O . • D . CONCRETE/MASONRY ;' • D • ' D BY OTHERS a o • D , O �ERIORFINISH-��r'• '� OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER / - TEALANT BEHIND - LANGE BY 'JSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH •�• �.� V, BY OTHERS •• •�D : O . O . : , O� D • O • D O . D: CONCRETE/MASONRY BY OTHERS - HIGH STRENGTH --- STRUCTURAL INTERIOR FINISH BY OTHERS INTERIOR FINISH:+:• ;r}? BY OTHERS CONCRETElMASONRY- BY OTHERS 4 p • • INSTALLATION ANCHOR, 3/16" DIA. ' • ' i•ti .'� MASONRY SCREW THRU SCREW 4 / '•'•j • • SUPPORT ' O • O . L'�f . IGI D• D• •4i�•Q! 1 BY BUCK 1 114" MIN. EMBEDMENT 4 • • ' 4 / BY OTHERS [A) IcI A• . 2 112" MIN. EDGE DIST„ . p' p ICI 4 .e•e 1--- - 1/4" MAX. SHIM - --''r' IBI 1 BY WOOD BUCK— / BY OTHERS [A) INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW THRU SCREW 'PORT INSTALLATION ANCHOR. 3116" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT ICI 1/4" MAX. SHIM F IBI O• ,D•O• • D• �- SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 1 1!4" MIN. EMBEDMENT ICI -- MIN. EDGE DIST. IC) 11/4_ MIN. EMBEDMENT [C) 114" MAX. SHIM [B] PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLA BYINSTALLER EXTERIOR FINISH BY OTHERS INTERIOR FINISH BY OTHERS 1 318" MIN. EMBEDMENT [D) 1/4" MAX. SHIM-1 • • • • (BI I > 0 j 7/8' MIN. EDGE DIST. E INSTALLATION ANCHOR, e #10 WOOD SCREW WITH I ` . • . INTEGRATED WASHER THRU SCREW SUPPORT 0 p [D] • ' • 2 BY WOOD BUCK S .�•.,,• , . A BY OTHERS SEALANT BEHIND FLANGE {•tN: •' • v [AI BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS PERIMETER SEALANT - BY INSTALLER - EXTERIOR FINISH BY OTHERS �\ HORIZONTAL SECTION FRAME (WOOD) SEALANT UNDER SCREW - HEAD BY INSTALLER LTALLATION ANCHOR, 3/16' DIA. �ASONRY SCREW w/NEOPRENE SEALANT BEHIND FLANGE- ACKED WASHER THRU SCREW BYINSTALLER `� SUPPORT Cl PERIMETER SEALANT 114" MAX. SHIM BYINSTALLER [B) EXTERIOR BY OTHERS INISH p ♦ ° , ► • ° , ♦ D REFERENCE NOTES: • • D . i D ► D 1 1/4" MIN. EMBEDMENT • ► V. D ♦ D DD ° D . • (CI A SEE NOTE , SHT 1 D � • ► ° ♦ ►' � ♦ ° D B SEE NOTE 283, SHT 2 D D D C SEE NOTE 4, SHT 2 D°�°° D .•� •D►D° C ♦ C ° D► ♦ I—p D SEENOTE 5,SHT2 D ♦ • ► ° • ► 2 1/2" MIN. EDGE DIST. [CI D ♦D, D ►D.i D.o D D • ° ° D D ►D ►D D • ♦ �' ° D UPDATED, RECERTIFICATION 10/22/2012 —`� C UPDATED PER 2010 FBC 10/21/11 TEF CONCRETE/MASONRY- G ALTERNATE PRECAST SILL DETAIL BY OTHERS //_\{— B ADDED COMP. ANALYSIS CHART 12/18/08 FRAME (MASONRY) LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 z;7- GROUT BY OTHERS ERTA"a PROPRIETARYAND CONFIDENTIAL 10/2612012 ICAL 9ECTICIN THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • AMF-(MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. '•'"p- WINDOWS 8 DOORS v : No 58201 °;'A : 1900 SW 44TH AVE. *4 OCALA, FLORIDA 34474 Yr ITLE: •ai ��� INSTALLATION DETAIL THRU FRAME -NON IMPACT �? OF STATE .(, O. � 5ERtEs: 8100 RA'J:N BY' ADE DATE: 6/25/2012 D.a�,`�� 1GDEL• PVC SINGLE HUNG S-154 VALE: NTS OWi;. NO.: CWS /// �dNAL 2EV. LETTER: D ,- ?E'T: 5 OF 8 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BYINSTALLER WINDOW WRAP -- BYINSTALLER SEALANT BEHIND FIN BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH -- BY OTHERS SHEATHING BY OTHERS 1 3W MIN. EMBEDMENT [D] 2 BY WOOD BUCK ....... . ...... ............................. ............. : BY OTHERS [A] INSTALLATION ANCHOR, ° e ' ~`••. #10 WOOD SCREW WITH INTEGRATED f, d •• WASHER • „•�"� 31@" MIN. EDGE DIST. [D] • .i ... ..... „;: ;":ems= ........... _.........................._�.^..':al.__.l_.... _----- C� 1/4" MAX. SHIM [B] 000 ;• o'o -'J t o, o 2 BY W OOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, #10 WOOD SCREW WI INTEGRATED WASHER [D) 318" MIN. EDGE DIST. MIN. EMBEDMENT [D] ID] SHEATHING ---• BY OTHERS o EXTERIOR FINISH J BY OTHERS •--i --1/4" MAX. SHIM [e] L3L@"_ MIN. EMBEDMENT [D] &K MIN. EDGE DIST. [01 k INSTALLATION ANCHOR, r I #10 WOOD SCREW WI INTEGRATED WASHER [E] "--WINDOW WRAP BYINSTALLER REFERENCE NOTES: SEALANT BEHIND FIN A SEE NOTE 9, SHT 1 1/4" MAX SHIM BY INSTALLER PERIMETER SEALANT JBI 318" MIN. EDGE DIST. [D] -2 BY WOOD BUCK BY OTHERS [A] -- INSTALLATION ANCHOR, #10 WOOD SCREW WI INTEGRATED WASHER [D] —1 3/8• MIN. EMBEDMENT [D] BYINSTALLER B SEE NOTE 283, SHT 2 C SEE NOTE 4, SHT 2 D SEE NOTE 5, SHT 2 �1'� HORIZONTAL SECTION E SEE NOTE 6, SHT 2 7 TRIN (WOOD) D UPDATED, RECERTIFICATION 10/22/2012 C UPDATED PER 2010 FBC 10/21/11 TEF B ADDED COMP. ANALYSIS CHART 12/18/08 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 t_iVERTICAL _SECTION PROPRIETARYANDCOWIDENTIAL 10/26120 2 VJ FIN (WOOD) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART DRAB A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 'J; No 58201 P 1900 SW 44TH AVE. :* OCALA, FLORIDA 34474 w TITLE: ,a. INSTALLATION DETAIL WOOD CONST. - NON IMPACT 9 % STATE OF . k1. • C' ,� �40 Z SERIES: 8100 .)HAWN BY. DATE-' PVC SINGLE HUNG SCAIDE 6/25/2012 ALE: NTS DO.G. NO.' CWS-154 ,to NA�+++` 2EV. LFdTTER, D SHEET: 7 OF B PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLAI BYINSTALLER SEALANT BEHIND BYINSTALLER PERIMETER SEALA BYINSTALLER [GI 8" MAX. SHIM ..._LATION ANCHOR, IO SCREW 1 INSTALLATION ANCHOR, N10 SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT ,FI CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BYINSTALLER. 1/8" MAX SHIM [GI 118" MAX. SHIM INSTALLATION ANCHOR, 1 F/ IF]SCREW PERIMETER SEALANT--� BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER REFERENCE NOTES: A SEE NOTE 9, SHT 1 B SEE NOTE 283, SHT 2 C SEE NOTE 4, SHT 2 D SEE NOTE 5, SHT 2 E SEE NOTE 6, SHT 2 F SEE NOTE 7, SHT 2 G SEE NOTE 10, SHT 2 D I UPDATED, RECERTIFICATION 10122/2012 C UPDATED PER 2010 FBC 10/21/11 TEF B ADDED COMP. ANALYSIS CHART 12/18/08 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 OVERTICAL SECTION -SG.�.- ENSF;bQ,L' u.�z Lud>toltL 8 Ji 0 58201 :fi : 1900 SW 44Dooas TH AVE, OCALA, FLORIDA 34474 * Z� ITLE: ro : +z INSTALLATION DETAIL THRU METAL -NON IMPACT 'A.% STATE OF .4U- i O. _.��'. SERIES: 8100 IRAWN BY: JAT(•_; THE INFORMATION CONTAI ED ROP�THI pRAWINGETARY AND 013 THENTIAL SOLE PROPERTY OP CUSTOOM +'%�� •�4 0 R k v . • Nl- ADE 612512012 W NDOW SYSTEMS, INC. ANY �� S OHO looetr pVC SINGLE HUNG scALE: nwG. No., WRITTEN PERMISSION OF CUSTOM WINDOIW SYSTEMS, INC.IS PROHIBITED.ON IN PART ORAS AWHOLHOUTTHE I��,'S�pNA��Cp CWS-154 f h1►Tntyt►t� 2EV. LETTFdR: D sheer. 8 OF 8 12/30/13 Florida Building Code Online a. 5 I"Iu-IUd t�*�Y's�arr;lliit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Bus ihess��, ):Product Approval Professional � USER: Public User Regulation FILE Ca. ®PY Product ADDrovai Menu > product or Aoolicatio; Search > Application List > Application Detail r4 ,, e +�.. I ON # FtA1- 908aR3 - �x�';r Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emaii 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Ftenor:Doors�=" Subcate o 9 rY _rt gownf Shdm �1:,�er�QraDoor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 04/10/2016 Steven M. Urich, PE m Validation Checklist - Hardcopy Received FL11908 R3 COI EvalReD CWS-173D (SGD-9000) Ddf Standard AAMA/W DMA/CSA/101/I.S.2/A440-08 ASTM E 1300-04 Year 2008 2004 Product Approval Method Method 1 Option D wm.floridabuilding.org/pr/Pr_app dd.asplC?pararr>=wGEVXQwtDgsxYleb4opODfSnDChsaRag°/D2bY0TSl¢IX4oIXOONcGFgfig%3d%3d 1/2 12/30/13 Florida Building Code Online Date Submitted 07/01/2013 Date Validated 07/02/2013 Date Pending FBC Approval 07/07/2013 Date Approved 08/23/2013 Summary of Products FIL # Model, Number or Name Description 11908.1 SGD 9000 ;SGD-9000, By -Pass, Aluminum Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11908 R3 II CWS-173D (SGD-9o00).odf !!!! Approved for use outside HVHZ: Yes Verified By: Lucas A. Tumer 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SGD-9000, DP = +/- 50 psf, 4' x 8' panels. Glass complies FL11908 R3 AE EvaIReD CWS-173D (SGD-9000).pdf with ASTM E1300-04. Created by Independent Third Party: Yes 1908�2' . ;E. CDC?-9. 00 " k SGD-9200, By -Pass, Aluminum Sliding Glass Door. — ....... .. Limits of Use Installation Instructions j Approved for use in HVHZ: No FL11908 R3 II CWS-284D (SGD-9200).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports 9 Other: SGD-9200, DP = +/- 50 psf, 4' x 8' panels. Glass complies FL11908 R3 AE EvaIReD CWS-284D (SGD-9200).Ddf ! with ASTM E1300-04. Created by Independent Third Party: Yes 3 k.r,an.�. ggvo% „ GGD 9 00 Pocket., SGD 9200, Pocket, Alunnum Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11908 R3 II CWS-175D (SGD-9200 Pocket).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: SGD-9200, DP = +/- 40 psf, 4' x 8' panels, pocket (see FL11908 R3 AE EvaIReD CWS-175D (SGD-9200 Pocket).odf install instr. for config.), interior sill for non water applications. Created by Independent Third Party: Yes Glass complies with ASTM E1300-04, I Ek DEi!xt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -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 Chapter455, F.S., please dick here . Product Approval Accepts: gaQ mg m vAm.floridabuilding.org/pr/pr app dg.aspx?paranl=wGEVXQwU)gsxYleb4opODf5nDChsaRagp/g2bYOTSIaIX4o[XOONcGFg6g`/*3d`/pad 212 SLIDING GLASS DOOR (NON IMPACT) 143 5/8" MAX UNIT WIDTH 48 7/16„ MAX 44 3/8" ACTIVE PANEL WIDTH 77 GLASS DLO 8 9 F B 6" IAX NIT IEIGHT B 8 O X MAX GLASS „ PANEL DLO HEIGHT r— aL WIDTH—FIXED ID MAX PANEL WIDTH —FIXED 6 9 TABLE OF CONTENTS GENERAL NOTES & ELEVATION.......1 ANCHOR SCHEDULE & NOTES ....... 2,3 DP CHART & GLAZING DETAILS........4 SECTION VIEWS..................................5 EXTRUSIONS & B.O.M......................6,7 INSTALLATION DETAILS..................8.9 ALUMINUM NON -IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 4) 3. EXAMPLE CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: "OX", "XO", "XX", "OXO", "XXX", "OXXO", .)=X". 3 TRACK, 4 TRACK 4. DESIGN PRESSURES: (SEE TABLES -SHEET 4) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. G 9 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS C PRODUCT. SEE SHEETS 8.9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 g WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND SCREWED TOGETHER. 8. SERIES / MODEL DESIGNATION SGD-9200 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 'ACTIVE PANEL MAX SIZE: 48 1/4 X 95 1/8 'FIXED PANEL MAX PANEL: 49 3/4 X 95 1/8 D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 g/XIXMODEGSHOWN�F0J�REPRESENTATION ONl4Y ? C UPDATED, RECERTIFICATION 10/25/12 (3) PANELS SHOWN UNLIMITED NUMBER OF PANELS IS APPLICABLE AS LONG AS B UPDATED PER 2010 FBC 10/18/11 INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. A UPDATED PER NEW FBC REQUIREMENTS 06/10/08 DESIGN PRESSURE RATING LUCAS A. TURNER, FL P.E. 58201 .Custom0 ��GENS�Q�,,,r WINDOWaY�STEMS,...,.,.. -4 :� No 58201 ':13 1900 SW 44TH AVE. * * _ OCALA, FLORIDA 34474 Lucas A. Tumer, 2013-06-26 y� a. * % TITLE: GENERAL NOTES &ELEVATIONS -NON IMPACT P.E. 16:04-04:00 /- 6126/13 9 ;, STATE OF , fir: ~��O T'•.;,t SERIES : DRAWN BY: DATE: 9200 ADE 6/24/2013 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS �•....... t Op: �� C7 MODEL: SGD SCALE: WG. NO.: CWS-2S4 THE SOLE PROPERTY OF CUSTOM WHOLE HOUTTHE WINDOWSYSTE S. INC. ANY REPRODUCTION IN PART OR SS /�S • ,\ .�/�'S/Or�A, ��\\\\ REV.LETTERNTS D HEFT; 1 OF 9 WRITTEN PERMISSIONO OF WINDOW SYSTEMS, INC. ROHBITEDA MIDSPAN OF PANEL MIDSPAN OF PANEL 6" MAX 1_ A 6" MAX 21" MAX O.C, [TYPI CMIDSPAN OF PANEL SEE NOTE 2 X I I I X I 4 ANCHOR STAGGERED (DP40 AND BELOW) OR 8 ANCHOR PATTERN (ABOVE DP 40) NOTES: ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) 3 & 4 TRACK FRAME (2 ANCHORS AT EACH LOCATION) 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION IN 3 & 4 TRACK EXCEPT FOR STAGGERED PATTERN LOCATIONS AS INDICATED ON SHEET 3. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'O 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. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. INSTALLATION l ANCHORS (TYP) L SEE NOTE 4 4.3/16" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY AT JAMBS AND A MIN. EMBEDMENT OF 1 1/2" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY AT HEAD AND SILL . A MIN. EDGE DISTANCE OF 1-1/8" SHALL BE ACHIEVED IN EITHER DIRECTION. A MIN. CENTER TO CENTER DISTANCE OF 1 3/4" SHALL BE ACHIEVED IN ANY DIRECTION ON THE 3 AND 4 TRACK. A MIN. CENTER TO CENTER DISTANCE OF 3" SHALL BE ACHIEVED IN ANY DIRECTION ON THE STAGGERED PATTERN ANCHORS AT THE HEAD AND SILL. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED FOR CONCRETE SCREW ANCHORS SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 5/8" INTO WOOD BUCK. DI UPDATED, ADDED ANCHOR PAGE LAYOUT L INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ;IMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/W DMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). X�e_ PROPRIETARY AND CONFIDENTIAL 6/26/13 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UPDATED, RECERTIFICATION UPDATED PER 2010 FBC UPDATED PER NEW FBC REQUIREMENTS Custom® WINDOW SYSTEMS ww"mww,nom...e.m. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 06/24/13 10/25/12 10/18/11 06/10/08 I— L' ANCHOR SCHEDULE & NOTES -NON IMPACT I 1 9200 1—... " - ADE Ian ` 6/24/2013 IMODEL: SGD SCALE: NTS WG.NO,: CWS-284 20F9 NOTE: PUNCHED HOLES IN HEAD AND SILL THAT DO REQUIRE TAPCONS NEED TO BE COVERED WITH SEALANT. PUNCHED HOLES IN HEAD STAGGERED PATTERN AT AND SILL THAT DO NOT CENTERLINE OF INTERLOCKS, ASTRAGAL REQUIRE ANCHORS OR HOOKSTRIP. MIDSPAN OF PANEL MIDSPAN OF PANEL 10 1/2" 13/4' O I c1 c1 t1 c O cI c O p 6- ENDS 2 314" 2112" 2 314' 2112 3 TRACK HEAD AND SILL s 1/2^ 4 ANCHOR STAGGERED PATTERN, PUNCHED HOLES IN HEADF STAGGERED PATTERN AT FOR USE ON DOORS DP 40 AND BELOW { AND SILL THAT DO NOT CENTERLINE OF INTERLOCKS, ASTRAGAL REQUIRE ANCHORS OR HOOKSTRIP. MIDSPAN OF PANEL MIDSPAN OF PANEL 10 112° MIDSPAN OF PANEL O 00 O 3716" O cI c1 0 <1 (1 0 O c 01. cI O 6" ENDS 2 3/4° 2 3/4" 1 5 1/2" 21/2" 2112'4 TRACK HEAD AND SILL MIDSPAN OF PANEL 10 1/2' O O 0 0 1 0 0 a O 1 O 0 O 0 0 1 0 0 0 O0 0 O 0 O O O O 0 6" 2 314 2 3!4" 21/2• 2112'4 TRACK HEAD AND SILL s1r2^ MIDSPAN OF PANEL MIDSPAN OF PANEL 8 ANCHOR PATTERN, RQUIRED ON DOORS ABOVE DP 40 MIDSPAN OF PANEL 10 1/2" ` O O Oi O 0 0 O O O O 6' 2 3/4" 2 3/4" 21/2" 21/2" 3 TRACK HEAD AND SILL 51/2 D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 MIDSPAN OF PANEL C UPDATED, RECERTIFICATION 10/25/12 B UPDATED PER 2010 FBC 10/18/11 LUCAS A. TURNER. FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 06/10/08 , �f.., NORew ,gyp P Custom •�,� sF•:; �� �Q'; r� 1MNDOW SYSTEMS .,.�; Fir .., aa..,w.a..,.•,.,.,�.,.,. No 58201 %6P '� 1900 SW 44TH AVE. J OCALA, FLORIDA 34474 • * TITLE: : CC ANCHOR SCHEDULE - NON IMPACT iJJ '0. STATE OF 4, SERIES: NOTE: PUNCHED HOLES IN HEAD AND PROPRIETARY AND CONFIDENTIAL 6/26/13 SILL THAT DO REQUIRE DRAWN BY: DATE: �� T '.'C� Q" ' _ �4 9200 ADE 6/24/2013 rr,C�`s'•. O.R.: O•'•(?�`�� MODEL: SCALE: TAPCONS NEED TO BE COVERED WITH SEALANT. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOWSYSTEMS,ITHOUTTHE EFMISs,IN .ANY ROMWMooONINPARTOR SAWHOLE WG. NO.: �'14 0NAt �•?,�`, SGD 64 REV. LETTER: D HEET: 30F9 PANEL HEIGHT WIDTH (1N) CONFIG GLASS TYPE �--r`�8{ 841/8 901/8 _,3.0 7/16 OX, X0, XX A,B +50 / -75 +50 / -75 +50 / -75 3'6 7/17 OX, XO, XX A,B Q6 eSA / Sa» +50 / -71.7 +50 / -65.7 42 '7/16 OX. XO, XX A,B +50 / -65.3 +50 / -64.4 +50 / -58.8 48 7/16 OX, X0, XX A,B +50 /-50 +50 /-50 +50 /-50 30 7/16 1 OXO , XXX A,B +3O / -75 +50 / -75 +50 / -75 36 7/16 OXO , XXX A,B +50 / -75 +50 / -71.7 +50 / -65.7 42 7/16 OXO , XXX A,B +50 / -65.3 +50 / -64.4 +50 / -58.8 48 7/16 OXO,XXX A,B +501-50 +501-50 +501-50 30 7/16 OXXO XXXX A,B +50 / -75 +50 / -75 +50 / -75 36 7/16 OXXO,XXXX A,B +50 /-75 +50 /-71.7 +50 /-65.7 "^ 7/16 OXXO,XXXX A,B +501-65.3 +50/-64.4 +501-58.8 7/16 OXXO,XXXX A,B +50 / -50 +50 / -50 +50 / -50 �u 7/16 XXXXXX,OXXXXXO A,B +50/-75 +50/-75 +50/-75 36 7116 XXXXXX,OXXXXXO A,B +50/-75 +50/-71.7 +50/-65.7 42 7/16 XXXXXX,OXXXXXO A,B +50/-65.3 +50/-64.4 +50/-58.8 48 7/16 XXXXXX,OXXXXXO A,B +501-50 +501-50 +501-50 30 7/16 XXXXXXXX,OXXXXXXO A,B +50 / -75 +50 / -75 +50 / -75 36 7116 XXXXXXXX,OXXXXXXO I A,B +50/-75 +50/-71.7 +50/-65.7 42 7/16 XXXXXXXX,OXXXXXXO A,B +50/-65.3 +501-64.4 +50/-58.8 48 7/16 XXXXXXXX,OXXXXXXO A,B +50/-50 +501-50 +501-50 NOTE: DP 40 AND BELOW MAY USE THE 4-ANCHOR STAGGERED PATTERN OR 8-ANCHOR PATTERN, ABOVE DP 40MUST USE THE 8-ANCHOR PATTERN 95 1/8 +50 / -71 +50 / -61.5 +50 /-54,8 +50 /-50 +50 / -7 l +50 / -61.5 +50 / -54.8 +50 / -50 +50 / -7 l +50 /-61.5 +50 / -54.8 +50 / -50 +50 / -7 l +50 / -61.5 +50 / -54.8 +50 / -50 +50 / -71 +50 / -6 L.5 +50 /-54.8 +50 / -50 5/8' OVERALL F-1/8"TEMPERED 3/8' AIRSPACE 1/8" TEMPERED E GLAZING 81TE 518" OVERALL 311 6'TEMPERED 114" AIR SPACE 3/16" TEMPERED 3LAZING BITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE NOTE 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. THE INTERIOR SILL (1016 OR 1103) NOT TESTED FOR WATER INFILTRATION RESISTANCE. 3. THE USE OF INTERIOR SILL IS QUALIFIED UNDER SECTION 1714.5.2.1 EXCEPTIONS FOR OVERHANGS. DI UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 CI UPDATED, RECERTIFICATION 10/25/12 131 UPDATED PER 2010 FBC 10/18111 LUCAS A. TURNER. FL P.E. 582ol A UPDATED PER NEW FBC REQUIREMENTS 06/10/08 Z� %-0 ~% PROPRIETARY AND CONFIDENTIAL 6/26/13 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. p�"yDREW rG�i�i 97Custom® WINDOWSYSTEMS No 58201 ';73 : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ? a TITLE DP CHART & GLAZING DETAIL- NON IMPACT STATE - OF :4U�. 40 SERIES: DRAWN BY: DATE: �4 OR 1 Q✓'�SjN MODEL: 9200 scue. ADE wG. No 6/24/2013 �,Q.A Ei��.� SGD SCALE: TTER17 HEET; GWS-284 D 4OF9 SECTION VIEW A•A OTE: ITEMS 19,28 30,33.3 403813"P9YRE UStu Ou I rvV i T2 ALT. INTERIOR SILL FORHE WAITER INFILTIRATION RESISTA016 OR NCE. NOT TESTED 2. THE USE OF INTERIOR SILL IS QUALIFIED UNDER SECTION 1714.5.2.1 EXCEPTIONS FOR OVERHANGS. z� 6/26/13 PROPRIETARY AND CONFIDENTIAL THE WINDOW SIS THE SOLE PROPRTY OF CUSTOM MATION CINCTAIN D IN THI UCTIONI IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ADDED ANCHOR PAGE LAYOUT 06124113 D UPDATED, C UPDATED, RECERTIFICATION 10/25/12 B UPDATED PER 2010 FBC 10/18/11 A UPDATED PER NEW FBC REQUIREMENTS 06110/08 JRNER, FL P.E. 5B201 t'111111i17te� ,NORE4V T���i� Custom ENS�:;,rrr' VINDOWSYSTEMS m A6w,v.+e..1om,uien No 58201 ';�11 : 19o0 SW 44TH AVE. C OCALA, FLORIDA 34474 * i` ITLE: SECTION VIEWS -NON IMPACT STATE OF : �: DRAWN BY: ADE SERIES: DATE: 6/24/2013 Z 9200 X OSCALE: NTS wc.ND.: CWS-284 SISN'Z� ��REV. LETTER: D HEET: 5 OF 9 r -{ �51/2"� 1 1I' II 1 /16" 3 TRACK HEAD S-1078 5 9/16" 2 1/16' 5/8° L 3 TRACK INTERIOR SILL S-1016 1 1/16" 1 1/2" 1 1 --d 5/L 3 TRACK EXTERIOR SILL S-1301 5 11/16" 5 3/8" 3 -1/f16" 1 15/16" 3 TRACK JAMB S-1080 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 7 3/16' 7�1 1 I 1" 71/16" 4 TRACK SILL S-1089 7 1/4" 2 5/8" 1/16" L 4 TRACK INTERIOR SILL S-1103 7 3/9' 2 1116" 1 1/2" 5/8" L 4 TRACK EXTERIOR SILL S-1302 7 1/16" 3 15/16" 4 TRACK JAMB S-1093 z �- PROPRIETARY AND CONFIDENTIAL 6/26/13 .THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. OUTERFRAME CONSTRUCTION SCREWS REQUIRED FOR FRAME (ALL TRACKS) HIGHRISE ADAPTOR H-1198 UPDATED, ADDED ANCHOR PAGE LAYOUT UPDATED, RECERTIFICATION UPDATED PER 2010 FBC FL P.E. 58201 JAJUPDATED PER NEW FBC REQUIREMENTS 06/24/13 10/25/12 10/18/11 06/10/08 'PSORsW.'TN' 9�Custom Q F- N ��-Vot4 1MNDOW SYSTEMS + y"WYSTEM No 58201 ';73 S 1900 SW 44TH AVE. * ; * OCALA, FLORIDA 34474 TITLE: EXTRUSIONS - OUTER FRAME STATE OF *iU '► SERIES: DRAWN BY#D'HEET: TE: MooEL:9200 CALF: G.No6/24/2013 S��A SGD ttill its, REV. LETTCWS-284 6OF9 Item #i IDie N 1D.scription Vendor Material PANEL CONSTRUCTION 7l8° j-4 r7/8" 1' I 1 6 1/16. 1 11/16^ 1 3/8° 1/16° 1 7116" in6" 24 PANEL TOP RAIL S-1307 SCREEN TOP RAIL S-1109 BUTTSTILE ADAPTER S-1463 18 (2) SCREWS FOR PANEL CONSTRUCTION I°7/e,,I 5 7/b' I g 2" 1' 1/16° L r 2 1/2" 1/16" 21/8" PANEL STOP S-1138 7 Ill6" 21/a" SCREEN BOTTOM RAIL S-1110 1/16° PANEL BOTTOM RAIL SII 1 718" •1021 19 1 5l8° 10 HD DOUBLE INTERLOCK H-1354 1/16 f' FIXED PANEL CLIP S-1022 1 ° } 21/1s° 11 SCREEN LOCKSTILE H-1108 35 1 318" v16" U--]25 2 15116° 2" 6 1/16° SCREEN INTERLOCK H-1107 1I° 1/16" L BUTTSTILE ASTRAGAL H-1306 PANEL LOCKSTILE H-1017 D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 C UPDATED, RECERTIFICATION 10/25/12 B UPDATED PER 2010 FBC 10/18/11 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 06/10/08 `�nREby+T4+'i C%�stoi%z OG1�`"•�\OI-NSF•Gijy�4 WINDOW SYSTEMS : J ;' : - No 58201 •t 73 t 1900 SW 44TH AVE. r * OCALA, FLORIDA 34474 7.L : ro S ¢TITLE: B.O.M. & EXTRUSIONS - PANEL STATE OF . -tU '' 0 •, Al SERIES: DRAWN BY: DATE: PROPRIETARY AND CONFIDENTIAL 6/26/13 �,. XN• �- A: °� �� 9200 ADE 6/24/2013 CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SCA ON OF CUSTOM WINDOW SYSTEMS, INC. AS PROHIBITED. WITHOUT THE ,,�+�jSS�a A airfoils,�� ��,` MODEL: SGD gEVLLETTER 1.2 HEET:O. CWS-284 D 70F9 1 S-1078 Head, 3 Trk., SGD Keymark Alum 1 S-1089 Head, 4 Trk.. SGD Keymark Alum 2 S-1301 Sill, Ext., 3 Trk.. SGD Keymark Alum 2 S-1302 Sill, Ext., 4 Trk., SGD Keymark Alum 2 S-1016 Sill, Int., 3 Trk., SGD Keymark Alum 2 51103 Sill, Int., 4 Trk., SGD Keymark Alum 3 S-1080 Jamb, 3 Trk.. SGD Keymark Alum 3 S1093 Jamb, 4 Trk.. SGD Keymark Alum 4 S-1307 Top Rail, Pill., Keymark Alum 5 51021 Bot. Rail, PnL. Keymark Alum r H-1 Ol7 LockStile, Pill.. Keymark Alum H-1354 Intlk., Double, HD Keymark Alum SI 110 TOP Rail, Scrn Keymark Alum 9 Sl l lU But. Rail, Scrn Keymark Alum 10 H-1108 LockSLile. Scrn Keymark Alum 1 I H-I 107 lnttk., Scrn Keymark Alum 12 51463 Buttstile, Adaptor Keymark Alum 13 P-3220 Roller, Single, SGD, Seel Sullivan Steel 14 P-3231W Pull, Exl., SGD, White Lawrence Plastic 15 P-3230W Pull, InL., SGD. White Lawrence Plastic 16 P-3235 Keeper Kit, Std. Pulls, SGD Sullivan Zinc 17 P-3609 Bumper, Rubber Team Plastics Rubber 18 51130 Panel Sop Keymark Alum 19 S-1022 Fixed Panel Clip Keymark Alum 20 P-3232 SGD, Mortise Lock Sash Controls Seel 21 P-3308 Wstp., 0.310 x .270 back FinScal, Black, SoftTouch Ultrafab 22 P-3309 Wstp., 0.210 x .187 back FinSeal, Black, SoftTouch Ultrafab 23 P-3307 Wstp., 0.750 x .115 back Diamond, Black, Skirting Ultrafab 24 P-3514 ii8 x 1.000 Ph PH Type A SMS Zinc Fastenal Seel P-3504R 1/4 - 20 x 0.500 Ph Tr. Hd. MS, Zinc Fastenal Seel 26 P-3246 Gasket. Sill at Jb., SGD HOP 27 P-3206 Glaz. Chnl., Insulated ,Black Team Plastics Rubber 28 P-3648 SGD-9000 Gold Cert. Label P-3 Temporary Lbl. (NFRC(DP) P-3613613 CWSLbI. (logo) 31 Glass, Insulated 32 S-1198 Highrise, Adaptor Keymark Alum 33 Screen, Spline Team Plastics Rubber 34 Screen, Cloth 35 H-1306 Astragal, Pill Keymark Alum 36 P-3497 Wstp., 0.150 x .187 back FinSeal, Black, SOfITouch Ultrafab 37 P-331 l WSTP.,I 1/2" X 3" X .5" high Dust plug Ultrafab 38 P-4144 N8 x l w/ 1/4" lead Pan Head Fastenal Steel 39 P-3091 Hole Cover, Outerframe M&M 40 P-3559 118 x 3/8 Pan Tek Fastenal Seel 41 P-3695 Handle Kit 42 S 1512 S reen Astragal Keymark I Alum 43 P-3539 1#8 x 3/4 Pan Tek Fastenal I Seel EXTRUSIONS ARE 6063-T6 WRITTEN INFORMATION PERMIWINDOW SSI NOTE:THE ALL ALUMINUM SEALANT BETWEEN FRAME — AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS [C1 1/8• MIN. EDGE DIST. 0.4 v D �r do =RIOR FINISH ``.`rHERS 00 00 PERIMETER SEALANT BYINSTALLERS EXTERIOR INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C] SILL TO SIT IN BED OF CONCRETEBYINSTALLER � 'rt'AINIETER SEALANT BYINSTALLER 1 BY WOOD BUCK BY OTHERS [A] 1 LL MIN EMBEDMENT [C) a SEALANT BETWEEN FRAME AND OPENING BY OTHERS a —1 BY WOOD BUCK 4 BY OTHERS Fq a ,p [Al LI MIN EMBEDMENT 3 3/16" Z p ICI Q 1 3/4_ MIN CNTR TO CNTR ICI d G D 1 1/6" MIN. EDGE DIST. p [C] D O v> a IX MAX SHIM [BI INSTALLATION ANCHOR, 3116" MASONRY ANCHOR [C) INTERIOR 3C4" FIXED PANEL ATTACHMENT #10 WOOD SCREW FIXED PANEL CLIPS ARE MOUNTED 17" FROM TOP AND BOTTOM AND ONE AT THE MIDSPAN OF THE PANEL. p 0 "• — PERIMETER SEALANT • o." o BYINSTALLER EXTERIOR FINISH BY OTHERS ]L4: MAX SHIM CONCRETE/MASONRY [BI BY OTHERS ORI 8 ZONTAUSECTCON" B FRA M �� (MASONRY) INSTALLATION ANCHOR, #10 MASONRY SCREW (NOTE STAGGERED PATTERN AT HEAD AND SILL) (C] INTERIOR HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER o> CONCRETEIMASONRY BY OTHERS D 11/2" MIN. EMBEDMENT [C] 1L4° MAX SHIM [B] INSTALLATION ANCHOR, #10 WOOD SCREW ID] 1 3/B" MIN. EMBEDMENT [DI 2 BY WOOD BUCK BY OTHERS [A] M MIN. EDGE DIST. IDI SEALANT BETWEEN FRAME AND OPENING BY OTHERS 7& MIN. EDGE DIST. [DI *SHEATHING EXTERIOR PERIMETER SEALANT BYINSTALLER BY OTHERS EXTERIOR FINISH BY OTHERS rC HORIZONTAL SECTION 8 FRAME (WOOD) SILL TO SIT IN INSTALLATION ANCHOR, BED OF CONCRETE 3/16" DIA. MASONRY ANCHOR BYINSTALLER (NOTE STAGGERED PATTERN AT HEAD AND SILL) [CI PERIMETER SEALANT PERIMETER SEALANT BYINSTALLER BYINSTALLER o� p as 4 nD D p pD D �� eD (01-= MIN EMBEDMENT REFERENCE NOTES: ,eD [A] SEE NOTE 9. SHT 1 1_314_ MIN CNTR TO CNTR IBI SEE NOTE 283, SHT 2 1 1LB_ MIN EDGE DIST. (C) IC] SEE NOTE , SHT 2 (D] SEE NOTE 5, SHT 2 [C) rD1 VERTICAL SECTION D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 �B J FRAME (MASONRY) C UPDATED, RECERTIFICATION 10/25/12 LT, SILL INSTALLATION I B UPDATED PER 2010 FBC 10/18/11 1 1/8' MIN. EDGE DIST. 1 3/4" MIN CNTR TO CNTR Z� [C) (G) 6/26/13 'A'~'+VEERTICAL SEOTIC PROPRIETARY AND CONFIDENTIAL S Rf&'. AMI (MASQNAYj THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM .. 74'A,y WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ''`�'?�-`$'`�= WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. CAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 06/10/08 t�,�ptiiuirrrrrr ���`5 P�oRew rG''.� CLISlOYi20 J�bQ,'zj.+"y`�F"+N''. N NDOWSYSTEMS v; No 58201 -•:,-A : 1900 SW 44TH AVE. * ; * ^ OCALA, FLORIDA 34474 TITLE* INSTALLATION DETAIL 3 TRACK FRAME - NON IMPACT STATE OF Caw: SERIES: DRAWN BY: �ie:A ��T•.�C ©p;\�1�„+ 9200 AIDE6/24/2013 i�(�`S ••. 0..1 . (�,�� MODEL: SCALE: WG. NO,: siONAti o���� SGD NTS CWS-284 limREV. LETTER: D HEET: B OF 9 CONCRETE/MASONRY- BY OTHERS MIN. EDGE DIST. EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER EXTERIOR PERIMETER SEALANT BYINSTALLER SILL TO SIT IN BED OF CONCRETE BY INSTALLER 1 1/e" MIN. EDGE DIST.— [C] SEALANT BETWEEN BUCK AND OPENING BY INSTALLER INSTALLATION ANCHOR, #10 MASONRY SCREW (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C) INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C) 1 114" MIN. EMBEDMENT [C] 1/4" MAX IS) -j lE MAX SHIM [B] CONCRETE/MASONRY BY WOOD BUCK INTERIOR BY OTHERS 4 BY OTHERS p [A] 4 INSTALLATION ANCHOR, a p 3/16° MASONRY ANCHOR a [C] 4 11/16" V < ,p 3/4_" FIXED PANEL ATTACHMENT 1 1/9_ MIN. EDGE DIST. ` p N10 WOOD SCREW IO] FIXED PANEL CLIPS ARE MOUNTED 17" V FROM TOP AND BOTTOM AND ONE AT THE MIDSPAN OF THE PANEL. V L1L2• MIN. EMBEDMENT ID] as I —j Q o' ° PERIMETER SEALANT 1 o-•Q BYINSTALLER oao•°'o 0 0 EXTERIOR FINISH , BY OTHERS Ad,1'F NHORIZONTAL.SECTION'A ';WFRANIE;, ffl450NRY) 1L4_ MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS 1 3/8` MIN. EMBEDMENT [DI MIN. EDGE DIST. [DI 2 BY WOOD BUCK BY OTHERS ]A] SEALANT BETWEEN BUCK AND OPENING BY INSTALLER INSTALLATION ANCHOR, #10 WOOD SCREW ANCHOR [D] ID MIN. EDGE DIST. •0 00 PERIMETER SEALANT EXTERIOR BYINSTALLER .0 0 0 EXTERIOR FINISH SHEATHING BYOTHERS BY OTHERS [ G'\HORIZONTAL SECTION 9 FRAME (WOOD) INSTALLATION ANCHOR, [A] SILL TO SIT IN BED OF 3/16" DIA. MASONRY ANCHOR CONCRETE BY INSTALLER (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C] INTERIOR PERIMETER SEALANT BYINSTALLER PERIMETER SEALANT Q eD a D BYINSTALLER HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER Da CONCRETE/MASONRY >, BY OTHERS 1 1/2` MIN. EMBEDMENT (C] 1 1/2" MIN. EMBEDMENT REFERENCE NOTES: D D [C] 1 1/8' MIN. EDGE DIST. 3 3/8"-�i [C] LT SILL INSTALLATION H VERTICAL SECTION 9 FRAME(MASONRY) LUCAS A. TURNER. FL P.E.. i 3 3/8' o� eC' _` ERTICAL':SECFION�,c PROPRIETARY AND CONFIDENTIAL 66//226//1133 FRAME'(MASONRY)l THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 283, SHT 2 [C] SEE NOTE 4, SHT 2 [D) SEE NOTE 5, SHT 2 D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 C UPDATED, RECERTIFICATION 10/25/12 B UPDATED PER 2010 FBC 10/18/11 A UPDATED PER NEW FBC REQUIREMENTS 06/10/08 Customo WIN aDO W SYST�EMS� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rITLE: INSTALLATION DETAIL 4 TRACK FRAME - NON IMPACT iERIES: DRAWN BY: DATE: 9200 ADE 6/24l2013 AODEL: SGD SCALE: NITC2 WG. NO.; CWS-284 D r""" 9OF9 SLIDING GLASS DOOR (NON IMPACT) NOUX MODEL SHOWN FOR REPRESENTATION ONLY (3) PANELS SHOWN, UNLIMITED NUMBER OF PANELS.IS APPLICABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. DESIGN PRESSURE RATING +40 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS....1 Lucas A. Tumer, 2013-06-26 � ANCHOR SCHEDULE & NOTES......2.3 P.E. 16:03-04:00 lz DP CHART & GLAZING DETAIL.........4 SECTION VIEWS................................5 PROPRIETARY AND CONFIDENTIAL 6/26/13 EXTRUSIONS & B.O.M.....................6,7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM NSTALLATION DETAILS................B-10 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ALUMINUM NON4MPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE POCKET 'X' , "XX",'XXX", "XXXX" (LEFT OR RIGHT) DOUBLE POCKET 'XX" , "XXXX' , "XXXXXX" , "XXXXXXXX". 4. DESIGN PRESSURES: (SEE TABLES -SHEET 4) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.10 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE PROCESSED AND SCREWED TOGETHER. 8. SERIES / MODEL DESIGNATION SGD-9200 POCKET. 9. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 'ACTIVE LOCK PANEL MAX SIZE: 49 5/16 X 95 1/8" 'ACTIVE INTERLOCK PANEL MAX SIZE: 49 13/16 X 95 1/8" DI UPDATED, ADDED ANCHOR PAGE LAYOUT ClUPDATED, RECERTIFICATION BI UPDATED PER 2010 FBC A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS Custom Lft WINDOW SYYSTTEEMS�wNtl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rITLE: GENERAL NOTES & ELEVATIONS - I iERIES: 9200 DRAWN BY: ADE AODEL: SGD - POCKET SCALE: NTS EV. LETTER: D 06/24/13 06/18/12 10/21/11 02/09/2008 CW S-175 1 OF 10 ILLATION ORS (TYP) 3EE NOTE 4 NOTES: AT CLUSTER AT HEAD THRU FRAME (MASONRY OR WOOD) AND SILL 3 & 4 TRACK FRAME (2 ANCHORS AT EACH LOCATION) (SEE NOTE 4) 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION IN 3 & 4 TRACK EXCEPT FOR STAGGERED PATTERN LOCATIONS AS INDICATED ON SHEET 3. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D 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. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY AT JAMBS AND A MIN. EMBEDMENT OF 1 1/2" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY AT HEAD AND SILL . A MIN. EDGE DISTANCE OF 1-118" SHALL BE ACHIEVED IN EITHER DIRECTION. A MIN. CENTER TO CENTER DISTANCE OF 1 3/4" SHALL BE ACHIEVED IN ANY DIRECTION ON THE 3 AND 4 TRACK JAMB, AND ON THE HEAD/SILL ANCHOR PAIRS AT THE MIDSPAN OF THE PANEL OR 6" FROM THE CORNER. A MIN. CENTER TO CENTER DISTANCE OF 3" SHALL BE ACHIEVED IN ANY DIRECTION ON THE STAGGERED PATTERN ANCHORS AT THE HEAD AND SILL. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. I6. ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED FOR CONCRETE SCREW ANCHORS SHOULD BE FILLED WITH k8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 5/8" INTO WOOD BUCK. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR BETTER B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2.846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 10O(FIN WINDOWS). 6/26/13 FMA/W MA 200(FLANG I WINDOWS), THE INFORMATION CONTAINED DPRIETARY AND IN THIS DRAWING ISCONFIDENTIAL THE SOLE PROPERTY OF CUSTOM FMAIAA MA 2DMA 3 WINDOWS), , WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMAIAAMAANDMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 C UPDATED, RECERTIFICATION 06/18112 B UPDATED PER 2010 FBC 10/21/11 A UPDATED PER NEW FBC REQUIREMENTS 06/09/08 Custom® WINDOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rITLE: ANCHOR SCHEDULE & NOTES - NON IMPACT SERIES: 9200 HAWN BY. ADE ATE' 02/O9/2008 JODEL` SGD - POCKET jr-CAL : NTS '` CWS-175 EV. LETTER: DrHllT:2 OF 10 MIDSPAN OF PANEL 1 3/4" O 6- ENDS 2 2 PUNCHED HOLES IN HEAD AND SILL THAT DO NOT REQUIRE ANCHORS MIDSPAN OF PANEL 4 1/4 STAGGERED PATTERN AT CENTERLINE OF INTERLOCKS, ASTRAGAL OR HOOKSTRIP. MIDSPAN OF PANEL O 2 vz' 2112. 3 TRACK HEAD AND SILL STAGGERED PATTERN AT CENTERLINE OF INTERLOCKS, ASTRAGAL OR HOOKSTRIP. MIDSPAN OF PANEL ---I 10 10 1/2' 5 1/2" I----+6' ENDS 2314- 1/2. 21/2- 4 TRACK HEAD AND SILL 51/2 PROPRIETARY AND CONFIDENTIAL 6/26/13 NOTE: PUNCHED HOLES IN HEAD AND SILL THAT DO REQUIRE THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM TAPCONS NEED TO BE COVERED WITH SEALANT. WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. MIDSPAN OF PANEL D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 C UPDATED, RECERTIFICATION 06/18/12 B UPDATED PER 2010 FBC 10/21/11 A. TURNER, FL P.E. 5B201 A UPDATED PER NEW FBC REQUIREMENTS 06109/08 'pyts a 0 10f ?G�r-, Ng :: 'y Custom 0 MNDOWSYSTTEEM.o,,,�a.,,. 'TITLE: STATE OF : �� (/U h. O R :� � �\'`�. /rrf /ON'A; i 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ANCHOR SCHEDULE - NON IMPACT SERIES: 9200 RAWN BY: ADE DATE: 02/09/2008 MODEL: SGD - POCKET SALE. CWS-175 EV. LETTER: D 3OF 10 HEIGHT (1N) PANEL WIDTH (1N) GLASS TYPE 79118 841/8 901/8 951/8 31 15/16 PX , XP A,B +50 / -60 +50 / -60 +50 / -60 +50 / -56.8 37 15/16 PX . XP A,B +50 /-60 +50 /-57.4 +50 /-52.6 +49.2 /-49.2 43 15/16 PX . XP A,B +50 / -52.2 +50 / -51.5 +47 / -47 +43.9 / -43.9 49 15116 PX , XP A,B +40 / -40 +40 / -40 +40 / -40 +40 / -40 31 15/16 PXX , XXP A,B +50 /-60 +50 /-60 +50 /-60 +50 /-56.8 37 15116 PXX , XXP A,B +50 / -60 +50 / -57.4 +50 / -52.6 +49.2 / -49.2 43 15116 PXX , XXP A,B +50 / -52.2 +50 / -51.5 +47 / -47 +43.9 / -43.9 49 15/16 PXX , XXP A,B +40 / -40 +40 / -40 +40 / -40 +40 / -40 S/16 PXXX ,XXXP A,B +50 / -60 +50 / -60 +50 / -60 +50 / -56.8 S/l6 PXXX , XXXP A,B +50 / -60 +50 / -57.4 +50 / -52.6 +49.2 / -49.2 43 15/16 PXXX , XXXP A,B +50 /-52.2 +50 /-51.5 +47 /-47 +43.9 /-43.9 49 15/16 PXXX,XXXP A,B +40/-40 +40/40 +40/40 +401-40 31 15/16 PXXXX .XXXXP A,B +50 / -60 +50 / -60 +50 / -60 +50 / -56.8 37 15/16 PXXXX , XXXXP A,B +50 / -60 +50 /-57.4 +50 /-52.6 +49? / -49.2 43 15/16 PXXXX.XXXXP A,B +50/-52.2 +50/-5LS +47/-47 +43.9/.43.9 49 15/16 PXXXX , XXXXP A,B +40 / -40 +40 / -40 +10 / -40 +40 / -40 31 15/16 PXXP A,B +50 / -60 +50 / -60 +50 / -60 +50 / -56.8 37 15/16 PXXP A.B +50/.60 +50/-57.4 +50/-52.6 +49.2/-49.2 43 15/16 PXXP A,B +50/-52.2 +501-51.5 +47/-47 +43.9/-43.9 49 15/16 PXXP A,B +40/40 +40/-40 +40/-40 +40/40 31 15/16 PXXXXP A,B +50/-60 +50/-60 +50/-60 +50/-56.8 37 15/16 PXXXXP A,B +50/-60 +50/-57.4 +50/-52.6 +49.2/-49.2 43 15/16 PXXXXP A,B +50/-52.2 +501-51.5 +47/47 +43.9/-43.9 49 15/16 PXXXXP A,B +40/40 +40/40 +40/40 +40/40 31 15/16 PXXXXXXP A,B +50/-60 +50/-60 +50/-60 +50/-56.8 37 15116 PXXXXXXP A,B +50 / -60 +50 / -57.4 +50 / -52.6 +49.2 / -49 2 43 15/16 PXXXXXXP A,B +50 / -52.2 +50 / -51.5 +47 / -47 +43.9 / -43.9 49 15/16 PXXXXXXP A,B +40/-40 +40/-40 +40/40 +40/40 31 15/16 PXXXXXXXXP A,B +50/-60 +501-60 +50/-60 +50/-56.8 37 15/16 PXXXXXXXXP A,B +50/-60 +50/-57.4 +50/-52.6 +49.2/-49.2 43 15/16 PXXXXXXXXP A,B +50/-52.2 +50 5 +471-47 +43.9/-43.9 PXXXXXXXXP A,B +40/40 1 +40/-40 +40/40 +40/40 IM00:1 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. THE INTERIOR SILL (1016 OR 1103) NOT TESTED FOR WATER INFILTRATION RESISTANCE. 3. THE USE OF INTERIOR SILL IS QUALIFIED UNDER SECTION 1714.5.2.1 EXCEPTIONS FOR OVERHANGS. PROPRIETARY AND CONFIDENTIAL 6/26/13 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. 5/8" OVERALL 118" TEMPERED 3/8" AIR SPACE 118" TEMPERED I GLAZING BITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE DI UPDATED, ADDED ANCHOR PAGE LAYOUT ClUPDATED, RECERTIFICATION BI UPDATED PER 2010 FBC 58201 AlUPDATED PER NEW FBC REQUIREMENTS 5/8" OVERALL 3/16" TEMPERED 1/4" AIR SPACE 3/16" TEMPERED GLAZING BITE 06/24/13 1 10/21 /111 u"31 U7T6 to WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rITLE: DP CHART & GLAZING DETAIL - NON IMPACT SERIES: 9200 DRAWN BY: ADE DATE: 02/09/2008 AODEL: SGD - POCKET NTS " CWS-175 EV. LETTER: D 4 OF 10 SECTION VIEW A -A OTE: ITEMS- 9, 15,16 ,25-27, 31 ARE SED BUT NOT SHOWN FOR CLARITY. 4 1 D 19 IIMMMp 1 oallloaa B a is 6 SECTION VIEW B-8 2 ALT INTERIOR SILL 1. THE INTERIOR SILL (1016 OR 1103) NOT TESTED FOR WATER INFILTRATION RESISTANCE. D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 2. THE USE OF INTERIOR SILL IS QUALIFIED UNDER SECTION 1714.5.2.1 EXCEPTIONS FOR OVERHANGS. C UPDATED, RECERTIFICATION 06/18/12 B UPDATED PER 2010 FBC 10/21/11 LUCAS A. TURNER. FL P.E. 5820t A UPDATED PER NEW FBC REQUIREMENTS 06109/08 ,,�,,• P�nRsw ,�,. Custom �� ?'�•• �GI-Ng``" !¢ , WINDOW SYSTEMS : -4 : No 58201 t A 1900 SW 44THAVE . t OCALA, FLORIDA 34474 TITLE: SECTION VIEWS NON IMPACT df- �Z1O:•: 8TAT OF SERIES: RAWN BY: DATE: PROPRIETARY AND CONFIDENTIAL 6/26/13 ���� • ��{ O s :; �2��� 9200 ADE 02/09/2008 WWINDOW RITTEN PERMISSION INC. ANY REPRODUCTION OF CUSTOM WINDOW IN PAR SYSTEMS. INC. AS5 HOLE WITHOUT THE THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPE ITY OF CUSTOM,/'HIBITED. ss�� ►��G ��� MODEL: SGD - POCKET Ev. LETTER: NTS 'T " CW S-175 D HEE5OF 10 jam--- 5 1/2" 1 1' I 1/16" 3 TRACK HEAD S-1078 5 9/16' 2 1/16" 5/8" L 3 TRACK INTERIOR SILL S-1016 5 11/16" 2 1/76" 518" L 3 TRACK EXTERIOR SILL S-1301 5 318" 3 1/16- T 15/116" _L 3 TRACK JAMB S-1080 j--- 3 5!8" i 2 3/8° 1/16" 4 HOOK STRIP S-1185 OTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 7 3/16" r 1 I 1° 4 TRACK SILL S-1089 7 1/4" 2 1/16" L 4 TRACK INTERIOR SILL S-1103 7 3/8" 2 1/16" 5/8" L 4 TRACK EXTERIOR SILL S-1302 7 1/16" 3 1/16° 15/16' 4 TRACK JAMB S-1093 z�4 PROPRIETARY AND CONFIDENTIAL 6/26/13 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS INC. IS PROHIBITED. LUCAS OUTERFRAME CONSTRUCTION SCREWS REQUIRED FOR FRAME ASSEMBL (ALL TRACKS) L10 2 1116" 1116" L/8' HIGHRISE ADAPTOR H-1198 UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 UPDATED, RECERTIFICATION 06/18/12 UPDATED PER 2010 FBC 10/21/11 UPDATED PER NEW FBC REQUIREMENTS 06/09/08 1900 SW 44TH AVE. OCALA, FLORIDA 34474 I" EXTRUSIONS - OUTER FRAME [SERIES: 9200 PRAWN BY: ADE DATE' 02109/20081 SGD -POCKET 1:2 CWS-175 EV. LETTER: D 6 OF 10 Item# Die # Description Vendor Material 1 S-1078 Head, 3 Trk., SGD Keymark Alum I S-1089 Head, 4 Trk., SGD Keymark Alum 2 S-1301 Sill, Ext., 3 Trk., SGD Keymark Alum 2 S-1302 Sill, Ext., 4 Trk., SGD Keymark Alum 2 S-1016 Sill, Int.. 3 Trk., SGD Keymark Alum 2 S-1103 Sill, Int., 4 Trk., SGD Keymark Alum 3 S-1080 Jamb, 3 Trk., SGD Keymark Alum 3 S-1093 Jamb, 3 Trk., SGD Keymark Alum 4 S-1185 Hook Strip Keymark Alum 5 S-1307 Top Rail, Pnl., Insul. Key mark Alum 6 S-1021 Bot. Rail, Pnl., Insul. Keymark Alum 7 H-1017 LGCkStile, Pnl., Insul. Keymark Alum 8 H-1371 Intlk., HD, Single, SGD Keymark Alum 9 H-1306 Astragal, Buttstile Keymark Alum f 10 H-1198 Highrise Adaptor Keymark Alum 11 P-3221R Roller, Tandem, SGD, Steel Sullivan SS 12 Strike, Mortise Sullivan SS 14 P-3232 SGD, Mortise Lock Sullivan Steel 15 P-3609 Bump cr, Rubber Teatn Plastics Rubber 16 P-3692 Panel Stop Kit Team Plastics Rubber 17 P-331 I WSTP.,1 12" X 3" X .5" high Dust plug Ultrafab 18 P-3308 Wstp., 0.310 x .270 back FinSeal, Black, SoftTouch Ultrafab 19 P-3309 Wstp., 0.210 x .187 back FinSeal, Black, SoftTouch Ultrafab 20 P-3307 Wstp., 0.750 x.115 back Diamond, Black, Skirting Ultrafab 21 P-3514 #8 x 1.000 Ph PH Type A SM S, Zinc Fastenal Steel 22 P-3504R 1/4 - 20 x O.50O Ph Tr. Hd. MS, Zinc Fastenal Steel 23 6 Gasket, Sill at 1b., SGD HOP 24 6 Glaz. Chnl., Black, 518" Glass Team Plastics Rubber 25 8 VGL SGD-9000 Gold Cert. Label 26 1 Temporary Lbl. (NFRC/DP) 27 3 CWS Lbl. (logo) 28 S SEE SHEET 3 29 P-3276 Spacer, DuraScal, 0.375, Sash Truseal - 30 P-3695 IMortisellandlekit Amesbury 31 P-4144 1#8 x 1 w/ 1/4" lead Pan Head Fastenal Steel 32 P-3091 I Hole Cover, Outerframe M&M Nylon 13 NOT USED IN THIS PRODUCT r 718• 5 t/16• 1 11/16" PANEL TOP RAIL S-1307 16 2" Tff— rr Ill 6" PANEL STOP KIT - 3642 8 2 1 /2" t vz• SINGLE INTERLOCK H-1371 6 r 7/8" z lvz• 1/1 s" L PANEL BOTTOM RAIL S-1021 FL P.E. 58201 $J: No 58201 %pP% STATE OF O PROPRIETARY AND CONFIDENTIAL 6/26/13 '!�*% - A, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��5' 0 .R. 1ID WINDOW E S. INC. ANY REPRODUCTION IN PART ASA WHOLE SYSTWRITTEN PERMISSION OF CUSTOM WINDOW S STEMS..IINC. IS PROH BI EDHOUT THE ...... .A..��, 21 PANEL CONSTRUCTION (2) SCREWS FOR PANEL CONSTRUCTION BUTTSTILE ASTRAGAL H-1306 2' T I 1/16^ J PANEL LOCKSTILE H-1017 D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 C UPDATED, RECERTIFICATION 06/18/12 B UPDATED PER 2010 FBC 10/21/11 A UPDATED PER NEW FBC REQUIREMENTS 06/09/08 Custom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rITLE: B.O.M. 8 EXTRUSIONS - PANEL SERIES: 9200 FAWN BY: AIDE DATE' 02/0912008 AODEL: SGD - POCKET s -E' 12 n7rRU" CWS-175 EV. LETTER: D E - 7 OF 10 SEALANT BETWEEN FRAM AND OPENING BY OTHERS L!?-,^!THERS ^ijal' MIN. EDGE DIST. [D] EXTERIOR FINISH BY OTHERS PERIMETER SEI BYINSTALLERS EXTERIOR 1 BY WOOD BUCK BY OTHERS IAE MAX SHIM [A] Iel 1 1/4• MIN EMBEDMENT [C) V INSTALLATION ANCHOR, 3/16' MASONRY ANCHOR SEALANT BETWEEN FRAME [C] AND OPENING BY OTHERS a p INTERIOR 1 BY WOOD BUCK a BY OTHERS Q ,p fA] 1 112" MIN EMBEDMENT 3 3/16" ' p [C) Q ' 1 3/4• MIN CNTR TO CNTR I01 C a D P a 6D 1 1/6" MIN. EDGE DIST. p D o, D [C1 o o p ° 0 • PERIMETER SEALANT EXTERIOR 9 ° BYINSTALLER ° .o , EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. ',?A. MASONRY ANCHOR :STAGGERED PATTERN AT AND SILL) SILL TO SIT IN BED OF CONCRETE BY INSTALLER 114" MAX SHIM CONCRETE/MASONRY IN BY OTHERS �y 81'fHORIZONTAL SECTION S-Z FRAM (MASONRY) SILL TO SIT IN BED OF CONCRETE INSTALLATION ANCHOR, BYINSTALLER #10 MASONRY SCREW (NOTE STAGGERED PATTERN AT HEAD AND SILL) [CI PERIMETER SEALANT INTERIOR BYINSTALLER HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER PERIMETER SEALANT BQ D? C CONCRETE/MASONRY BYINSTALLER BY OTHERS a�D Qo QD a �D6 a C ' D ' D t 1/2• MIN. EMBEDMENT [C) 1L4_ MAX SHIM [BI INSTALLATION ANCHOR, N[D) 10 WOOD SCREW 1 IE MIN. EMBEDMENT [D] 2 BY WOOD BUCK BY OTHERS [Al 7LB.! MIN. EDGE DIST. 101 SEALANT BETWEEN FRAME AND OPENING BY OTHERS Ill£ MIN. EDGE DIST. [D) *0'S PERIMETER SEALANT BYINSTALLER HEATHING BY OTHERS EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, 3/16° DIA. MASONRY ANCHOR (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C) PERIMETER SEALANT BYINSTALLER 4ce Do p D D p >D � �•y D o �D ]12= MIN EMBEDMENT [� REFERENCE NOTES: [C1 [Al SEE NOTE 9, SHT 1 [B[ SEE NOTE 2113. SHT 2 1 3/4• MIN CNTR TO CNTR Cl SEE NOTE 4. SHT 2 1 1/S• MIN EDGE DIST. ICl [DI SEE NOTE 5, SHT 2 [C) rD VERTICAL SECTION D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 e FRAME (MASONRY) C UPDATED, RECERTIFICATION 06/18/12 LT. SILL INSTALLATION B UPDATED PER 2010 FBC 10/21/11 LUCAS A. TURNER FL P.E. 56201 A UPDATED PER NEW FBC REQUIREMENTS 06/09/08 11/8" MIN. EDGE DIST. 1 314- MIN CNTR TO CNTR Z ICI 'az :. fR1 6/26/13 �aAr1: VERTICAL SECTION-.. PROPRIETARY AND CONFIDENTIAL FB -RAM-"-' M AS0NRY)' T THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��/' « WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE yw. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. `,��pinHurrrr P14OREtti 7ri�i�Custom. � 5 U i ,`pP•� rysfi'• �0, WINDOW SYSTEMS J, ��� a...e, No 58201 �;T 1900 SW 44TH AVE. TF f OCALA, FLORIDA 34474 D % * ir S TITLE: 9 STATE OF , 4u INSTALLATION DETAIL 3 TRACK FRAME - NON IMPACT SERIES: : �y SC o R l Q �.DRAWN BY: �• oDEL: 9200 ALE. ADE 02/09/2008DATE `S,DiftA��o � SGD -POCKET1116iREV. LETTER: NTS H " CWS-175 D 60F 10 CONCRETEIMASONRY BY OTHERS 11L6" MIN. EDGE DIST. [C] FINISH ' X 0.4 F o.4 oa PERIMETER SEALANT — BYINSTALLER EXTERIOR SILL TO SIT IN BED OF CONCRETE BY INSTALLER 11/8" MIN. EDGE DIST. [q SEALANT BETWEEN BUCK AND OPENING BY INSTALLER 7/1 c�oP a.� oD e 6p o D p o eD INSTALLATION ANCHOR, #10 MASONRY SCREW (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C] INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR (NOTE STAGGERED PATTERN AT HEAD AND SILL) (C] 1114" MIN. EMBEDMENT 1L MAX ICI IN-y ]L4_ MAX SHIM IN CONCRETE/MASONRY INTERIOR BY OTHERS Q 1 BY WOOD BUCK BY OTHERS p [A] Q p Q INSTALLATION ANCHOR, 4 11/16" 3/16" MASONRY ANCHOR Q ,p [C] 1 1/8" MIN. EDGE DIST. p ICI _Q 1 1/2" MIN. EMBEDMENT [Cl � Qa Q o•" PERIMETER SEALANT 0 0 , • •. 0:• BYINSTALLER ° EXTERIOR FINISH EXTERIOR BY OTHERS �F�HORIZONTAL SECTION 9 FRAME (MASONRY) 114" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS [A] INTERIOR HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER Do> CONCRETE/MASONRY >. BY OTHERS o> q> q Da .D •p q .D ,D 1 1/2" MIN. EMBEDMENT [C) SILL TO SIT IN BED OF CONCRETE BYINSTALLER PERIMETER SEALANT BYINSTALLER q> q q> 1LZ" MIN. EMBEDMENT REFERENCE NOTES: (C) [A] SEE NOTE 9, SHT 1 [e] SEE NOTE 283, SHT 2 rq SEE NOTE 4, SHT 2 1 1/8" MIN. EDGE DIST. 3 3/8" [DI SEE NOTE 5, SHT 2 [C] H VERTICAL SECTION ECUPEDATED, , ADDED ANCHOR PAGE LAYOUT 06/24/13 9 FRAME (MASONRY) RECERTIFICATION 06l18/12 LT. SILL INSTALLATION DATED PER 2010 FBC 10/21/11 1 3/8" MIN. EMBEDMENT [DI 7W MIN. EDGE DIST. [D] 2 BY WOOD BUCK BY OTHERS (A] SEALANT BETWEEN BUCK AND OPENING BY INSTALLER INSTALLATION ANCHOR, #10 WOOD SCREW ANCHOR [D) MIN. EDGE DIST. 1 3 3/8"--I /—E"\ VERTICAL SECTION PROPRIETARY AND CONFIDENTIAL 6/26/13 s FRAME (MASONRY) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 0 00 PERIMETER SEALANT BYINSTALLER 0 • ° -10--- EXTERIOR FINISH SHEATHING BY OTHERS BY OTHERS /`G�HORIZONTAL SECTION \9J FRAME(WOOD) INSTALLATION ANCHOR, 3/16"DIA. MASONRY ANCHOR (NOTE STAGGERED PATTERN AT HEAD AND SILL) [C] PERIMETER SEALANT BYINSTALLER D 'D :As A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 06/09/08 tttl�tiirrr ttt rri 5 P110REW TG���. custom. `JO>r••.��CENS�..;� e WINDOWSYYSTEMSma, v . No 58201 •;� 1900 SW 44TH AVE. C OCALA, FLORIDA 34474 a; ; E. TITLE: INSTALLATION DETAIL 4 TRACK FRAME - NON IMPACT �A : STATE OF �r SERIES: DRAWN BY: DATE: .ti'•,�` p; =rL`` 9200 ADE 02/09/200B -4 SCALE: ...... ti Ev ETTER: �fa,��` oDEL: SGD - POCKET NTS " CWS-175 itill D rHtt90F10 SEALANT BETWEEN FRAME AND OPENING BY OTHERS ]L4_ MAX SHIM [D'/2" MIN EMBEDMENT SEALANT BETWEEN FRAME - � IBI 1 1/4_ MIN EMBEDMENT AND OPENING BY OTHERS IC) i1L9" MIN EDGE DIST. INSTALLATION ANCHOR, INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR #10 WOOD ANCHOR [Cl "p CONCRETE/MASONRY ID1 BY OTHERS 1 4" MIN EDGE DIST. I / p• l�L4" MIN EMBEDMENT MIN EMBEDMENT ICI 2 BY BUCK BY OTHERS [O]/2" [A] °oo� . °�c8" ° °Oo ° °oQo°goo SEALANT BEHIND p �' �$ °b b p •'oa ob FLANGE BY INSTALLER SEALANT BEHIND _ FLANGE BY INSTALLER _ ¶� �I EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER I "\ HORIZONTAL SECTION 1�,/ FRAME (MASONRY) '— EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER rT1 HORIZONTAL SECTION • 'O PROPRIETARY AND CONFIDENTIAL 6/26/13 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. IV FRAME (WOOD) REFERENCE NOTES: JAI SEE NOTE 9, SHT 1 IBI SEE NOTE 20, SHT 2 ICI SEE NOTE 4, SHT 2 IDI SEE NOTE 5. SHT 2 D UPDATED, ADDED ANCHOR PAGE LAYOUT 06/24/13 C UPDATED, RECERTIFICATION 06/18/12 B UPDATED PER 2010 FBC 10/21/11 TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 06/09/08 ,%plulii+r��� PNORE . ,.,��� �OBNS GQ4� No 58201 :7S : Custom WINDOW SYSTEMS 1900 SW 44TH AVE. * * C ' ��� STATE OF : � p � �� OCALA, FLORIDA 34474 TITLE. INSTALLATION DETAIL HOOK STRIP - NON IMPACT SERIES: 9200 DRAWN BY: AIDE02/09/2008 DATE: MODEL: SGD - POCKET A SCALE: NTS CWS-175 LETTER: D 10 OF 10 r Florida Building Code Online r ,,i �r^�,,�� C ...'RUC Lam`^ fb'`�°i3t BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Links Search. s Busines�l�'= FILE COPY Product Approval Profess i na 1 USER: Public User Regulation Product Approval Menu > Product or Application Search > Aool?cation List > Application Detail - FL # FL11396 i22 -.. Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West Mc Nab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum 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 Cateo gory 4 Shgtters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer VJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Vladimir Knezevich Evaluation Report Florida License PE-10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL11398 R2 COI 2008 Certificate of Independence- FBC-signed odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 SSTD-12 1999 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D www.floridabuilding.org/pr/pr app M.aspx?pararrFvwGEVXQvvtDgML5Kl5SWId8L8NgFguofa4g954TbR8Pz9XONarHb1LA%3d%3d 1/2 12/30/13 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online _ 04/26/2012 06/18/2012 05/06/2012 06/20/2012 _.. ....................... - - - : FL # Model, Number or Name i►�at=39$.1 ---- -- ---- -- - — -—....__.._......... Description .040 .050-.060 STORMLOCS PANEL 2" X 12" ALUMINUM CORREGATED STORM PANEL Limits of Use Installation Instructions i Approved for use in HVHZ: No FL11398 R2 II 08-353 (05-350) FL 2250 Alum 040 050 060 Seal All 6 Pagesl.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: VLADIMIR KNEZEVICH PE-10983 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFERENCE SPAN CHARTS IN INSTALLATION DRAWINGS. Evaluation Reports FL11398 R2 AE 11398.Ddf FL11398 R2 AE 11398 HYes signed 9 10-2008 Ddf Created by I dependentiThird Party ._.._................ _............. _.._..... __..... --... --...... ............ __._....... _........................... . -- ................. _......... ............... _... _...-... ..................... ....._.._........ -.... --............. _.............._.....--..... .......... _........ .......... .......... __....... 11398.2 050 HVHZALUMINUM STORMLOCS 2" X 12" HVHZ ALUMINUM PANEL PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11398 R2 II 12-142 050 .Ddf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A jjj Evaluation Reports j Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 FL11398 R2 AE 050 HVHZ Evaluation 2010.Ddf 1} Created by Independent Third Party: Yes .... -....._.._........ ---.................. _.............. _._._.............. i.._...... _......... _..............._._...------.................... _...... ............. -._.......... ..---.... ...... 11395.3 0615 HVHZ STORMLOCS PANEL .... _....... ---.................. __....__._._...... .............. - ........ ----._....__... _ .......... _............. _._._......_......_..._....... _........ —---.----..... ---... _............ ........................ ....----_.................. .....__.. i t 2" X 12" ALUMINUM STORM PANEL ............. _............. ---.................... .................... --... ---.-..... Limits of Use ._.._._........._................... -- ---....__.............—...... --............ --......... _........ ................... --........ _.... __.._............ _................ Installation Instructions I Approved for use in HVHZ: Yes FL11398 R2 II 12-129 0615.Ddf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHART PAGE 6 FL11398 R2 AE 0615 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -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: sLY'Writvaz=•-ticacs ww,.floridabuilding.org/pr/pr app M.aspC?pararrFvjGEVXQwtDgAL5KISSWId8L8NgFguofa4g954TbR8Pz9XONarHb1LA0/gad"%3d 212 10. LABEL 10.040", 0.050" & 0.060" ALUMINUM STORM PANELS LOCATION{ 2.0=2" { r 2.02 2.02" 2.250" 1.05" I I L r� .062" .06 0" 250' 1/4-20 MACHINE (TYP.) I 1.05" MIN. 2.250 :I SCREW Y . o DIRE TION MAY o n o 1•' BE REVERSED) 0 00 N N 094' .094" .o .101" .094" SEE NOTE I I N SEE NOTE h `- .OBB" TYP. 094' n No. 13 1. 7, No. 13 0 0 •094" in N .120" o .094" a 12.00" COVERAGE I I I m H .t.062" N c062" .125" I`! m 062" 2.00" MIN. 6.000" COVERAGE ' N .062' m N o 5.0 14.375" o 8.332' 2030" .375" 2.000" .375" 2.020" 1.250" y 1S70R,1RANEL"m, � I,HAL�' I09MPANES .h"HEADER`Sa "U"HEADER 3a BUILD-OUT"U"HEADER STUD ANGLE SCALE : 3 = 1'-0" SCALE : 3 _ 1'-0" oSCA;LE``"3 OSCALE : 3" = 1'-0" SCALE : 3" = 1'-0" SCALE : 3" GENERAL NOTES: 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. THIS SHUTTER SYSTEM HAS BEEN TESTED FOR LARGE MISSILE IMPACT RESISTANCE THIS WITH THAIR E SBCCI STANDARD SSTD 12-99 AND FOR UNIFORM STATIC CONSTRUCTION TESTING TESTING CORPORATION (C TCl3 TEST REREFERENCE[ ORT No s.-97E 063. 98-009. 98-010, 98-011, 98-014, 99-044, 00-041, 00-022. 01-037 AND 02-012. 3. AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ,.( /8" X PRODUCT. ffl 1/ X. � Q1 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING �/ THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 1 WIND VELOCITY. EXISTING CONCRETE, 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT HOLLOW CONCRETE BLOCK 0 ENGINEER AND ARE GENERIC. THEY 00 NOT INCLUDE INFORMATION PREPARED FOR WOOD FRAMING (TYP.) A SPECIFIC SITE. O WALL/DIRECT MOUNT 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G75-23 A OF THE FLORIDA ADMINISTRATIVE CODE. 7. THESE PRODUCT EVALDEDUATION DOCUMENTS ARE SUITABLE TO BFROE APPLIED BY THE ALUM. ANGLE DETAILED HEREINVAND THE CONTRACTOR VERIFIES OTHE EXISTING STRHE UCTURE IS CLOSURE PIECE SQ CAPABLE OF SUPPORTING THE SUPERIMPOSED LOADS. 1" x 2" x .125" MIN. TO e. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. 1 1 2" x 5" x 125" MAX 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, .440" SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A DULY LICENSED AND REGISTERED 25• .563"0 aL,- SHALL ENGINEER OR ARCHITECT. SAID DOCUMENTS BEAR THE DATE. SIGNATURE�AND EMBOSSED SEAL OF THE DELEGATED ENGINEEROR ARCHITECT AND SHALL I IBE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW.WHERE COMPLIANCE WITH SSTO 12-99 IS REQUIRED PANELS SHALL BE PERMANENTLYLABELED WITH A MINIMUMOFONELABELPEROPENNGORTHEMANUFACTURER Bg•• 30" AND INSTALLER SHALL PROVIDEA CERTIFICATEOF COMPLIANCE. WHERE LABELS ARE USED, THE LABEL SHALL READ AS FOLLOWS: (ZAMA03ALLOYI (20 GA GALV. STEEL GR 40 TOWN d COUNTRY INDUSTRIES WASHERED OR 0.050' 6063•T6 ALUM) HURRICANE PRO PROTECTION STUD DIRECTION 5 TYP 1.525" 700" MAY BE REVERSED 375" R 524" • u+ 0 N N x+,215" .090" .255 91" .060" 632" 1.00" MIN. 5.00" MAX. .090'• .315" R SYM. 4a STUD ANGLE O ANGLE O C413ACK SCALE : 3" = 1'-0" SCALE : 3" = 1'-0" SCALE : HALF SIZE .376" .376" .190 .N3;�] 313" 452" 655" 655"0.090" (TYP.)7� 2.00" LLEG DIRECTION IS OPTIONAL O"F°TRACK Ba "F"ANGLE-TRACK SCALE :HALF SIZE SCALE : HALF SIZE FOflT LAUDERDALE, FL O WING NUT (WWN) 10 KEYHOLE WASHER 11. ALL SCREWS BOLTS AND WASHERS SHALL BE 2024-T4 ALUMINUM ALLOY SCALE: HALF SIZE SCALE: HALF SIZE WIDTH UNLIMITE STAINLESS STEEL OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTHI HANDLE INSIDE OF 60 KSI, U.O.N. 2 PERP TO PANEL S 12. TOP 3, BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY IF C-TRACK, BUILD -OUT F 'F' TRACK, TRACK, F' ANGLE, STUD ANGLE OR DIRECT MOUNTED IS USED. i a i 13. STORM PANELS SHALL BE ALUMINUM ALLOY WITH THE FOLLOWING METALgy,' o THICKNESS: 0.040' 3004•H34 @J 0 @1 0.050. 5052-H32 eq 0.060. 30D4•H34� Lq, u u o 14, ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. a a a HANDLE STYLE 8. LOCATION OPTIONAL i PULL -IN PANEL PLAN VIEW EXTERIOR SIDE I N.T.S. N WEB TYPTYP. SECTIONS ^^ X Q � 6o=wZ Ea ��DZDZQ0.o- #1' vNF THE BOTTOM MOUNT .SPACE TO CLEAR FOR WINGNUT OF lYRIDA4VERTIDA`-�-. ,. EOUNTEEEVATIO ADJACENT PANELS PULL -IN PANEL ELEVATION N.T.S. ^'41(T H.7O BB6" .090" .215'.215.090" 6a C-TRACK SCALE : HALF SIZE �1/8" MAX. 1/4"0 FASTENER [l0 24" O.C. SEE ANCHOR EMS. SCHEDULE FOR ANY ACCEPTABLE ANCHOR O BUILD -OUT MOUNT ' !" TOP ALUM. ANGLE MIN. MOUNT CLOSURE PIECE Q 1/8" 1" z 2" z .125" MIN. TO 1-1/2" MAX. 2•• x 5" x .125" MAX. MIN N Al 1/2 IN T OVERLAP- - 1/4" 0 FASTENE @24' O.C. SEE A %;n SCHEDULE FOR As:b ACCEPTABLE AN" © TRAP MOUNT %f tTYPICAL CLOSURE DETAILS (PLAN)SCALE: 1-1/2" - 1'-0" ? s :fit 1 ,Q098 ;41 x s OS�3'�3 PAGE 1 of 6 0.040" 0.050" & 0.060" ALUMINUM STORM PANELS ■ EXISTING CONCRETE, EXISTING CONCRETE, N HOLLOW CONCRETE BLOCK OR WOOD HOLLOW CONCRETE BLOCK OR WOP1ETRATION VR EMBED. FRAMING (SEE ANCHOR FRAMING (SEE ANCHOR Cl CONNECTION TYPE PENETRATION SCHEDULE BASED ON TYPE OF PENETRATION SCHEDULE BASED ON TYPE OF REFERENCE ANCHOR 0 OR EMBED. C2 CONNECTION TYPE STRUCTUREI OR EMBED. STRUCTURE) TYP. SCHEDULE FOR MAX. 93 'nF SPACING 3 REFERENCE ANCHOR C2 CONNECTION TYPE (TYP.) SCHEDULE FOR MAX. (TYP. REF RCl NENECE IAN ANCHOR ON TYPEY'e I %z1 `� SPACING USE 6 W/ 1/ 5 �.. ,,"j SCHEDULE FOR MAX. as 4-20 x 3/4" C~ R13 .0 55 SHORT LEG MAY 1/2 '.,' SPACING H :; MACHINE SCREW W/ Q 5 1/2" BE RIVERSED TOWARDS 3a w ,675" x .675" x .125" 'A � w THE OPENING 1/4" MAX. w .! 1/2'• 1/4" AX, m SQUARE SCREW HEAD V �Gei a GLASS OR l0 ~ DOOR w y O o ,;• 2 1 1a o O C1 C NNE YPE O GLASS OR X w V] -OPTION 1 .n,.It . m iAn�.:';. ^ DOOR ¢ m Qw• 8. C ENGINEER MAY X 1/2• HEADER ONLY X w m DETERMINE ACCEPTABLE a m ¢ J J~ S BUILD OUT WHILE MAINTANING p14 TEK SCREW i a 5 DOORS OR E m¢ Z I V>�:•.§ OR 1/4-20 1 is J r- 1 1a N NON MACHINE CONDITIONS. Z w H II i j a•OPTION 2 MACHINE SCREWxI :ll5-1/8"CLEARANCE TO & NUT (aY Z 1 1a 12" O.C. E a J w w N 3e$ GLASS OR DOOR REQUIRED, m 0. -+ UNLESS SIDE CLOSURES •� E o E O= w i3HE ARE PROVIDED, THEN, ¢ w '"�«"!o� O9 y~j N%. oma NO SEPARATION FROM 1 1a p u HEADER OR SILL 1 1aJ F F w Z 1� GLASS REQUIRED. Nw N '•' ?� w 7 w z BUILD OUT w .;,y,4 w Z w o *' - 1/4" MAX N N W N r O O N 4 OPTIONAL MOUNTING o N EXTRUSIONS w L4 i m x 3/4" 1/4-20 x 3/4" - O4 MACHINE SCREW m, Cl CONNECTION TYPE "r Cl CONNECTION TYPE 1� REFERENCE ANCHOR MACHINE SCREW FASTENER (al 6" 0. OR (la 12" O.C. ,BUT DO REFERENCE ANCHOR m W .x,o SCHEDULE FOR MAX. NOT EXCEED ANCHOR SCHEDULE SPACING. SCHEDULE FOR MAX. SPACING USE REMOVABLE ANCHORS ONLY WITH SPACING KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER Cl CONNECTION TYPE REFERENCE ANCHOR E k2 gt�p sty, "'; , ,�jA,., ,ter SCHEDULE FOR MAX. SPACING O 8OWD'OUT�NIOU�IT S GAT Q. - €V1/AL 1mLV]OUNT $ECT M WALL MOUNT SECTION a C3 CONNECTION TYPE SCALE 3' = 1'-0 \J SCALE : 3 - 1'-0" SCALE : 3" = 1'-O" o REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, C6 CONNECTION TYPE o N SPACING HOLLOW CONCRETE BLOCK OR WOOD REFERENCE ANCHOR FRAMING (SEE ANCHOR SCHEDULE FOR MAX. 1" 1" SCHEDULE BASED ON TYPE OF SPACING EXISTING CONCRETE, STRUCTURE) HOLLOW CONCRETE BLOCK OR WOOD - Z FRAMING (SEE ANCHOR m x 1/4-20 x 3/4" o� SCHEDULE BASED ON TYPE OF MACHINE SCREW I " STRUCTURE) - •=='t•+&� (TYP.) ¢E PENETRATION PENETRATION Y w OR EMBED. Cl CONNECTION TYPE OR EMBED. C1 CONNECTION TYPE 1/4 Z D: REFERENCE ANCHOR REFERENCE ANCHOR u •,� MA o +S+'+'f('i 5� = .;:•...: 1/4" AX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. O 4a 9 a - ^ SPACING ," SPACING ^ J Xw Em 1 1a 1 1a Z VI l7 ut o x 2" x 2"@ E z CONT. E a •",� w m ,i u GLASS OR -' n C3 CONNECTION TYPE Og w 5"r ?•�'. w'=' E ^u..t ANC OR DOOR OO i o SCHEDULEEFERENCEFOR MAX. u USE ©W/ 1/4-20 x O = SPACING 1 to In yr 3/4' MACHINE SCREW Ba r u w Z W/ ,675" x .675" x .125" MAYBE RE RSED 9 N N z 1/4" MAX a GLASS OR GLASS OR Z � Q �^ a SQUARE SCREW HEAD Z 1/2" w ¢ F w N DOOR 1 1a DOOR 1 1a r• ja}. 'QI•I'• /r/ o MA Nvai ¢m ON i Q w GAP Z ¢ II C4 CONNECTION TYPE a O pm WALL MOUNT SECTION "§ oil a o REFERENCE ANCHOR O 'j)� °• K�� N8 SCALE : 3" = 1'-0" (THISDETAIL I'fy.� es EQ EQ. SCHEDULE FOR MAX. ETAL MAY BE USED AT TOP AND BOTTOM) ;s5 °nb a2a SPACING'� °ae• OCEILING/FLOOR MOUNT SECTION O CEILING/FLOOR MOUNT SECTION O WALL MOUNT SECTION a "• 08:33'3 SCALE : 3' = 1'-O" SCALE : 3" = 1'-0" SCALE : 3" = 1'-0" € PAGE 2 of 6 0.060" ALUMINUM STORM PANELS THREE 1/4"Ox MIN. 4" C5 CONNECTION TYPE a LONG WOOD LAG SCREWS w USE 1/4" WOOD LAG SCREW OR TWO 1/4"0x MIN. 4" LONG (al 24" O.C. MAX. WITH 1-3/4" E 1" 1/4. ELCO -MALE/FEMALE STAINLESS STEEL EMBEDMENT INTO WOOD p PANELMATE REFERENCE ANCHOR W 24" O CG SCRE WITH MEMBER 1-1/2"1-1/2" w SCHEDULE FOR MAX. C" C WOOD ROOF TRUSS m 1-3/4" MIN. EMBEDMENT OR FRAMING MEMBER L SPACING INTO EXISTING no EMBEDMENT Q. E SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTWOOD FRAMIN STUDS Vj 1" x 4" x 1/6" W 1 111 EXISTING STUCCO 1 C0NT. 3"' x OR 4" x WOOD Ili FINISH OR PLYWOOD I FRAMING REQUIRED 1/2" PLYWOOD .1. x CONT. ALUM. H "��� � ' 1/2" TUBE ii 14 x 3/4'• Q N Ili III ill SOFFIT I - TYP 1/4" ,,.�. _ TEK SCREW �¢ ..'•.;i,G•'i 'o`U:� rtiTi;-� I•.?I er:.a MAX - - 4 4a Cal 9" O.C. O yam C MAX. EXISTING MAX. �1: - - cr I� 2" x 5" x 1/8" GLAZING ii w % 1/4'" MAX."oo�c x CONT. ALUM. ANGLE OR 4" 3 N14x 3/4' - LL 3 -S w•.. x 1/4" x CONT. I TEK SCREW �Z'� J I d Ls ayl ALUM. FLAT CL (al 12" O.C. I N a EE MIN. STORM w w w r`iim� BETWEEN PANEL SEP. FROM Z m ''• __ P = _V Nt"1 TRUSSES GLASS TABLE 2 a Q '`: '', 9 w w EE MIN. STORM 1 to x X p �.''•s Q m ,pg"'x PANEL SEP. FRO �QE Q GLASS TABLE 2 v;1 0 w EMBEDMEN o EXISTING EMBEDMEN' GLAZING a EXISTING 91 x Z GLAZING— = w ~ C1 CONNECTION TYPE Via. 1 v�i �r E 0- STEE ORM PANEL y E Q v� REFERENCE ANCHOR ' S 1a 9 TWO 1/4"Ox MIN. 4" LONG % J N 1 1a E Z �,uz SCHEDULE FOR MAX. ~ _ - SEPARATION a t7 ^�'_^ N STAINLESS STEEL ;sir 8a IA ¢$ SPACING p N 't WOOD LAG SCREWS FROM GLASS 3 I" p\ !'y TABLE 2 1 J i Cla 24" O.C. MAX. WITH = __ - 1/4" ►x�_ 1O EXISTING CONCRETE, -- + 1-3/4" MIN. EMBEDMEN :?; Z ' 4 4 MAX. HOLLOW CONCRETE MB. j; T IN CENTER OF STUDS i L 1/4"0z MIN. 2-1/2" LONG _ ?m BLOCK OR WOOD rw• +�; K' STAINLESS STEEL 1/4" MAX, FRAMING. WOOD LAG SCREW Cal 12" O.C. EXISTING 2" x 6" P.T. CONT. W/ 1-3/4" EMBEDMENT \ C CO NEC ION TYPE a• GLASS WOOD BLOCKIN INTO WOOD BLOCKING m 1" 1" REFERENCE ANCHORd, w SCHEDULE FOR MAX. a CEILING MOUNT / BUILD OUT SECTION 1 to CEILING/BUILD-OUT MOUNT SECTION SPACING j OK l 3" MAX.M A Xy O O BUILD-OUTlFLOOR MOUNT SECTION •� SCALE: 3" = 1' - 0" •I I L SCALE: 3" = 1' - 0" FRAMING 1/4-20 MACHINE SCREW BYTMEMBER HERS AND NUT Cal 12" D.C. MAX. c 5" LONG HANDLE RIVETED TO PANEL L—J 1" x 3" x 1/B" MAX. CONTINUOUS 01 CONNECTION TYPE 1'_y > >• 6063-T6 ALUM. REFERENCE ANCHOR 1- 1" 3/8"0 HOLE FOR"°=' Ot 1/4-20 S.S. BOLT ALLOY ANGLE MAX. 1 to SCHEDULE FOR MAX. FASTENING PANE„ rn •c & BOLT & WINGNUT fi SPACING to Cal 24" O.C. (TYP.) .._-_.; _..- _ PUNCH 1/2" x 1" HOLES IN .2c ADJACENT PANELS TO RECEIVE 0" '�^ THIS BOLT W/ PM NUT. PLACE o ---- 1 1. PANEL OVER EACH ADJACENT 1' '- ------ ----� o 0 PANEL AND FASTEN WINGNUTS IMBED. fir' �5 FROM THE INSIDE 1 1. ISTING \\\ 4 EXISTING WINDOW O9 TYP• EXISTING . BAY WINDOW HOLLOW CONCRETE BLOCK o o @ 1/4-20 S.S. BOLT 90" TO 135° MAX. BEND. &WINGNUT OR ------------ (MAX.PANEL HEIGHT T-4'8MAX DESIGN LOAD 72.00 P.S.F.) nv •b�,iq 4YeVich O1 1a 1/4-20 SS STUDS 1 1a ccyr�1 _ W/ WINGNUT C1 Is' i.M1 -12" O C. (TYP,) o ©INTERIOR FASTENING ANGLE ASSEMBLY ;.• , 1/4-20 S.S. BOLT 1" MIN. OVERLAP SCALE: 1-1/2" = 1'-0"o t�A,'C ,• �$ CLOSURE (TYP.) 1/4-20 x 1"' MACHINE & BOLT & WINGNU �° SCREW STUD WITH Cal 24" O.C. (TYP. 1 is 4., WASHERED WINGNUT (la DETAIL g)NOTE: 20 GAGE STEEL MAX• 12" O.C. (CONNECTS THESE DETAILS DEPICT THE.'• BENT PLATE 1" OVERLAP .036" BARE METAL THICKNESS TO ADJACENT PANEL) CONNECTION OF THE LAST PANEL i�• �,:,�. • 'x"� OR 2" x 2'• x 1/8" STEEL CONFORMING TO ASTM A 653• FOR AN OPENING WITH PANELS WALL MOUNTED c 18 6063-T6ALUM. GRADE 33 (SQ), G 60 GALVANIZED INSTALLED FROM INSIDE. USE / BENT PLATE 4" COATING. OR .063" 3004-H34 5" x 2" x 1/8" x CONT. 2-1/2" x 1-1/4" OF THESE DETAILS SHALL BE IN MAX. ALUMINUM ALLOY BENT PLATE. STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN "h" (SEE SECTION T) (TYP. BOTH SIDES) HEADER OR "U" HEADER TMOU OP 1�Ig " rxSrib 231 $ + O TYPICAL CORNER CLOSURE DETAILS (PLAN) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) " & e�"�$'=3�J3• SCALE: 1-1/2" = 1'-O" N.T.S. € N PAGE 3 of 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD SHORTER EDGE DISTANCES LONGER EDGE DISTANCES U (Wl SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (0ANCHOR w Pcc .S.F. 5'-0" 8'-9" 12'-0" IS'-0" 5'-0" 8._9„ 12--0" 15'-0" TYPE W H MAX, (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) Go F (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE I.-:o (SEE w N CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) Ul 1) C1jC21C3jC4 CS C1 C2 C3I C4 CS C1IC2 C3jC4 CS C1IC21C3 C4 C5 C1 C2jC31C4IC5 Ci C2 C3 C4 CS C1 C2 C3I C4 CS C1 C2j C3j C4 C5 33.0 -_ 18 _. ix 151I12 12 4.__ 19.18 7 7 -r _... 38 _ 18 5 5 .._ s 18 ._ 15 _._ d - .. _._4 IS k8 18 18 18 k8 18 26 76 28 18 13 SI li Y8 18 - it 9 9 0 44 2 _ . 2s _ is 30 9 9 �. _ 111 18 5 __, 5 5 ._. 28 _ 18 _ 4 3 3 S8 i6 3 3 3 m IS 18 18 }8 38 18 i$ 1a 12 11 Is 18 10 9_ 8 18 1S 9 8 7_ 1/4"a+ ITW TAPCON w/ 1-3/4" it 47.2 18 +8 9 8 8 iS 28 5 S 5 18 Y8 3 _._ 3 3 . _. 8 _. 16 3 3 1$ 18 $ 18 is 88 18 23 _ 21 12 18 is 9 8 B_ 18 18 8_ MIN. EMBEDMENT o m 64.0 18 ___ Ix 1a 7 ... 1 6 6 15 18 1s 4 ,. ___ S 3 I$ i6 3 .._.. 3 3 28 ..__-. 16 3 _3- 3 3 _._ w ,Is s ... - 17 15 z4 4 38 18 _._ 9 _ 8 8 28 i$ 9 _9 8 7 ._._ iS. 18 _9. 9$ ._. _7 7 7 8010 18 S 5 18 lb 3 3 3 28 16 3 3' 3 28 16 3 3 3 IS 3s 23 12 11 is lx 9 6 7 18 1s 9 S 7 18 18 9 8 7 33.0 18 is 18 28 is 18 i8 12 32 10 18 YS 9 8 7 18 1fl r 6 6 18 18 28 18 18 ifl 18Fil 15 18 i8 Y3 11 11. 18 ix il: 9 9 44.2 SS _ 1$ 16 Id t4 28 IS 9 _ 5 8 1$ 18 b 6 5 i$ 1d 6 5 S 28 18 YS Is 18 18 18 21 !s 18 10 88 19 15 9 9 7 a7.z 28 ._8 35 _3 23 38 18 8 7 7 _ i8 27 6 5 5. YS 14 b _ 5 5 � 18 18 18 18 181 26[IS 1s 9 8 s is is 9 s 7 ELCO ULTRACON WITH 1/4"g.______._ 18 1x ,t2 IO 9 1x 1$ 6 5 5 18 !4 6 5 S i8 1d 6 .._ 5 5 . __.. .w/ 1-3/4" MIN. EMBEDMENT64.0 80.o SB YB 9 8 7 I8 ld 6 5 S Y8 14 S 5 5 28 19 6 5 S 28 .19 SB 1813 i7 14 11 14 1Y 18 18 28 15 8:18 7 35 9 15 9 8 7 8 7 18 IS 25 IS 9 9 8 7 1 87 33.0 YS YS 18 18 36'?8 YB IS }6 Y6 2S 18 13 13 11 18 YS 11 9 .9 *� 44.2 3i 18 28 1s 28 is is 18 14 12 -12 12 19 10 9 8 18 iP 9 8 7 1/40 ELCO MALE/ FEMALE 47.2 D1 18 18 2SI 18 18 18 S3 11 12 18 28 9 S 8 18 '17 -9$-7 'PANELMATE' W1 1-7/8"MIN. EMBED. 8 1/4-20 MACHINE SCREW WITH NUT 64.0 .-_._. _ _ _ _ _ _ . _ _ _ _ _ _ _ _ .- .. _ .. _. _ _ - w 18..18 17 25I 1d 28 - 78 __.. 9 ._ __ 8 S is 17 9 ..__..._ 7 tag 9 $ 7 80.0 18 18 13 12 12. 18 27 9 8 7 18 17 9 _8_ ___ 8 7 __ 19 I €:7 9 8 7 F 33.0 18 18 li "YO 10 it 17 6 b 5 12 22 41 4 4 SO YO 3 3 3 18 18 18 16 15 IS 1$ 11 9 9 SS 16 8 6 6 12 12 b 5 5 w� a 44.2 IS 28 8 7 7 - 13 23 5 4 d 9 9 _B.._� 9 3 .3 3 8 _._6._ 6 3 0 18 i8 24 i2 21 16 !6 g 7 6 11 li 6 5 3 t0 8 5 4 4 Z 1/4'0 POWERS 2AMAC NAIL -IN W/ 1-1/8' a II 47.2 28 18 8 7 7 12 21 4 4 4 8 f ?. .g _ . _ _____. SB .18 __ 13 -. it _.. 2f _ 15 .__ IS . _.. 7 _ 6 6 1___._._ It '70 S .__._. 4 d 20 8 5 4 4 0 MIN. EMBEDMENT 0 64.0 15 a S b _5 4_8 3 3 6 3 2 2 8 -b 3 II 0 18 18 EO 8 8 }} YO 5. 4 4 :0 8 5 4 d 10 8 5 d d CJ so.o 22 22 4 -5 4 4 8 6 3 _3 _8 $ .. 6 3 -. 2 ...___.... 28 6 .325 .. _.... W _ _ _ 258 __ 6 __ 6. 10 8 _ 5 4 4 ___ 10 8 5 _ _ _ 4 4 10 _ 8 5 _ 4 4 33.0 €8 18 Is I$ i8 1s i8 18, 1s 2s 28 !8 1x 17 16 18 is SG 23 23 IS 3$ 18 18 18 f8 1$ f8 18 28 18 18 .i8 18 18 18 18 18 25 Sd m 44.2 SS 1S 18 18 18 €8 18. 18 17 17 i8 IS 15 13 11 i8 is 14 I:i 11 N 19 i8 18 18- is is 18 i8 18 28 18 18 16 14 13 18 28 IS 12 12 N 47.2 18 18 i8 -S�-- 28 i8 IS 18 18 18 I6 15 18 18 i4 22 11 i8 .28 it !1 11 „ 28 is Ss - YB 18 38 k8 18 -P7 is i8 IS IS 12 --- SS 1S I2 12 5/16"a+ELCO ULTRACON WITH 11 3/4" MIN. EMBEDMENT II o 4.0 64.0 28 18I I8 1B 18 18 `- 18 18 24 12 13 11 _8 1a 1A 1i it 28. 18 34 1Y 1i n _n Y8 1x 57 a8 18 � - IB -' 18 -- 48 25 .3 Y2 28 28 Y5 ---._.._. 2? i2 18 18 IS �12 22 80.0 IS 18 18 17 16 iS 18 14 1.1 it 18 IS 14 li 1Y 18. 1S 14 11 11 °w 1g 2s Is is 17 IS YS 15 12 12 18 16 15 12 12 18 IS 15 12 12 33.0 18 18 17 35 14 18 18.. 9 8 8 18 18 7 6 6 15 15 5 5 4 IS 18 16 IS 18 17 15 14 3s 19 I2 it 10 18 IS 11� 8 8 V �pl N 44.2 :18 18 12 11 11 18 .18 7 6 6 14 24 5 4 4 13 10 4 4 4 $ Ifi 18 18 IS I8 13 11 10 is 38 9 8 7 17' 13 8 7 7 POIN ALL -POINTS t/4"0 ALL -POINTS SOLID -SET 4zz YS 78 .12 .0 k0 is 18 6 6 5 13 22 5 d d S 10 d 4 4 '4 J1812 I:8 27 28 18 � 12 30 20 IS 16 9 7 7 17 13 8 7 7 ANCHOR EMBEDMENT & 1/4-20 STAINLESS STEEL u - 64.0 1S - 18 8 7 71+1 Y3- 5 4 d 13 10 4 4 s I3 __ 10 __ 4 _ _ _ 4 II u o L18 13 F3 28 -17 9 _ J 7 17- 138 7 7 Y7 i3 8�7 ....7 MACHINE SCREW "+ 80.0 f8 iS 7 6 6 13 10 4 4 4 13 10 4 4 d 15 �10 4 4 4 w 30 20 17 73 8 7 ? 17 33 8 7 7 I7 13 8 7 7 i ANCHOR SCHEDULE 10.04 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I-: U X F ANCHOR TYPE W N 1-27/32" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP, TO WOOD GRAIN * 1/4"0 ELCO MALE/ FEMALE"PANELMATE" W/ 1-7/8" MIN. PENETRATION A 1/4-20 MACHINE SCREW FOR FEMALE AND 1/4-20 W WN FOR MALE * 7/16.0 WOOD BUSHING W/ 5/8- MIN. PENETRATION 81/4-20 SIDEWALK BOLT z' P.S.F. o F MAX. (SEE NOTE 1) 33,.0i n 6 47.2 64'0 W 80.0 33.0 n 44.2 0 47.2 64.0 W 80.0 33.0 n 44.2 0 47.2 64.0 S UP TO.+,vt SPANS UP TO ?$','tJ5 UP NOTE 1) (SEE NOTE 1 (SEE NOTE 1) TION TYPE CONNECTION TYPE CONNECTION TYPE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C3 C4 CS C1 C2IC3C4I C5 C7 C2 C3 Cl C5 18 18 8 to 18 15 13 18 18 1 0 8 la to 17 t8 18 tl 10 10 $11$': 7 7 18 16 18 9 Is 10109' 1818'-t 6 6 III 10176 6 9 7 8 6 6 8 6 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, AN TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE (=0R PROPER NCHOR TYPE BASED ON TYPE OF XISTING STRUCTURE AND APPROPRIATE COANNECTION TYPE. SEE MOUNTINGESECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 V ARVE FIELOTVERIFY THAT FAST NE WOODS ARE INTb ADERE QUATE WOOD FRAMINAMING G MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W0005T UD SHALL BE SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR LOADS GREATER THAN THOSE SPECIFIED (ANCHOR SCHEDULE), SITE SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY KNEZEVICH ASSOCIATES. 12. SEE THE APPROPRIATE SBCCI PST & EST OR NES EVALUATION REPORT ON THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS IS, IDENTIFICATION PURPOSES. 13. FASTENER MAXIMUM SPACING ARE BASED ON FACTOR OF SAFETY OF 4:1 ON TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 1/4"0 WOOD LAG SCREW AND THE 7/16"0 WOOD BUSHING WHICH ARE BASED ON NOS REQUIREMENTS AND SBCCI TESTING REQUIREMENTS RESPECTIVELY. 14. ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED IN CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. 15, FOR ELCO CRETEFLEX SS4, CONCRETE STRENGTH, FC=3.5 KSI. FOR ITW TAPCON CONCRETE STRENGTH, Fc=3.2 KSI. FOR ALL OTHERS CONCRETE STRENGTH, FC.= 3 KSI. STORM INS UP TO 15'-0" NOTE 3) C3I C4I CS TABLE 2 MINIMUM PANEL LENGTH SCHEDULE MOUNTING CONDITIONS MINIMUM PANEL LENGTH- (IN) TOP DIRECT MOUNT OR RECESSED 2, y 2" STUD C-TRACK "h-OR "U" (6 OR 6a) C-TRACK ANGLE (6 OR 6W HEADER F-TRACK W/ SIDE CLOSURE BOTTOM PIECES DIRECT MOUNT OR 52 34 110 30 57 RECESSED - C-TRACK (6a) 2" x 2" STUD 36 30 35 30 31 - ANGLE F-ANGLE TRACK 57 31 90 31 62 - C-TRACK 16 OR Gal 64 55 110 35 90 - F-TRACK 57 49 90 31 76 - C-TRACK 16 OR 6a) W/ SIDE CLOSURE _ PIECES TABLE 3 STORM PANEL WITH "F" ANGLE TRACK (TOP OR BOTTOM) MAX. SPAN SCHED. NEGATIVE DESIGN LOAD W (P.S.F.) THICKNESS o.OaO 0,05O" 0.060" ALL MOUNTING CONDITIONS ALL MOUNTING CONDITIONS ALL MOUNTING CONDITIONS L MAX. (FT - IN) L MAX. (FT - IN) L MAX. (FT - IN) 30 11' - 1" 11' - 9" 14' - 11" 33 10. - 7" 11' - 2" 14' - 1" 35.8 10. - 21• 10' - 9- 12' - 11" 38,3 9' - IWO 47,2 8' - 101, 9' - 10" 50.9 W - 6" 91- O•• 91- 1" 52.4 W - 4" 8' - 10•' B' - 10" 56 B' 60 7' - 9" 7• - 9" 7' - 9" 64 7'-3" 7'-3" 7'-3" 68 6' - 10" 6' - 10" 6' - 10" 72 6' - 5" 6' - 5" 6' - 5" 76 6' - 1" 6, - 1" 6• - 1" 80 5'- 9" 5'-9" 5'-9" TABLES 1 & 3 NOTE: ENTER TABLE WITH NEGATIVE DESIGN. LOAD TO DETERMINE MAX. PANEL SPAN (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: THIS SHUTTER SYSTEM IS DESIGNED SUCH THAT THERE IS NO SEPARATION FROM GLASS REQUIRED PROVIDED MINIMUM PANEL LENGTHS AS NOTED. PANEL LENGTHS LESS THAN THOSE NOTED IN TABLE ARE NOT ACCEPTABLE, UNLESS SITE SPECIFIC POROSITY CALCULATIONS ARE PERFORMED BY A PROFESSIONAL ENGINEER. PAGE 6 of 6 r1 #9 #10 ILE COPY #6 See Attached: Product Approval Design Pressure Calc. Sheet Installation Instruction #9= #10= ROBERT CONKLE 8402 Coquina Ave Fort Pierce, Florida SOUTH FLORIDAALUMINUM 4801 So. US Hwy-1 Fort Pierce, Florida 34982 Phone # (772)466-0913 Wind Zone: 160-B Replace (14) windows in (10) openings #3 & (4) Sliding Glass Doors in (4) openings. All to have aluminum .050 Storm Panels -------- Not To Scale: Window & Door Location Only B White Vinyl Frame Single Hung 53-1/8 X 63 White Vinyl Frame Single Hung 53-1/8 x 63 White Vinyl Frame Single Hung 26-1/2 x 63 White Vinyl Frame Single Hung 26-1/2 x 63 White Aluminum Frame Picture Window 16 x 44 " it if " 36 x 44 White Aluminum Frame Picture Window 16 x 44 .,, zj— White Vinyl Frame Single Hung 53-1/8 x 50-5/8 Single White Vinyl Frame Single Hung 53-1/8 x 50-5/8 Single White Vinyl Frame Single Hung 53-1/8 x 38-3/8 A= 5'0-6'8 OX White Aluminum By Pass Sliding Glass Door B= 5'0-6'8 OX White Aluminum By Pass Sliding Glass Door C= 5'0-6'8 OX White Aluminum By Pass Sliding Glass Door D= 10'0-6'8 XX White Aluminum Pocket Left Sliding Glass Door E=5'0-6'8 XO White Aluminum By Pass Sliding Glass Door w/