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Home My WebLink AboutEXTERIOR DOORSBCIS Home i Log In i User Registration Hot[TTol dDp�r 9Product Approval ` I USER: Public User St b Product Approval Menu > Product or Application Search s t4 FL # -'-�.. Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who dev the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code j Submit Surcharge Stats &Facts Publications ? FBC Staff BCIS Site Map i Links I Search BY jpplication List > Application Detail FL5891-R6 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Rick Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received ped Lyndon Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan 1. King, P.E. s Validation Checklist - Hardcopy Received FL5891_R6_COI (a) Certificate of Independence. pdf Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 B https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6oisulUpEoKUpgM%3d 1/3 3/9/2018 Florida Building Code Online 'l' Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/17/2017 10/17/2017 10/22/2017 12/12/2017 FL # Model, Number or Name I Description 5891.1 a. "FiberClassic" 168 "Impact" Opaque Fiberglass Single Door (X) Inswing or _—_._...-----.--_... _. _........ Outswing Configuration 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891_R6_II_(a) Inst 5891.i.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ( Evaluation Reports Other: See INST 5891.1 for Design Pressure Ratings by I FL5891_116_AE_(a) Eval 5891.1.pdf ! specific Model and for any other additional Use limitations and I Created by Independent Third Party: Yes installation instructions. (For FiberClassic doors, this product approval requires the use of "? part numb�rs for these doors, i which have been stained or painted within ix months of installation.) 15891.2 b. "SmoothStar" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions I Approved for use in HVHZ: No FL5891_R6_U_(a) Inst 5891.2.pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon Schmidt, P.E. 43409 s Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 5891.2 for Design PreSSL re Ratings by FL5891_R6_AE_(a) Eval 5891.2.Rdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes I installation instructions. (For SmoothStar doors, this product i approval requires the use of "]" part numbers for these doors, which have been stained or painted within six months of installation.) 15891.3 c. "ClassicCraft" _._... __..... ___—._..-_._—__..—._.._......___..-------..__...__-.___.__....._.__.____._.__.__...—._ _....._.____...-•-_-.-. 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or j Outswing Configuration — I Limits of Use -- Installation Instructions Approved for use in HVHZ: No FL5891_R6_II_(a) Inst 5891.3.pdf I Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.3 for Design Pressure Ratings by I LF 5891_R6_AE_(a) Eval 5891.3.pdf specific Model and for any other additional limitations and Created by Independent Third Party: Yes fuse installation instructions. 5891.4 d. "FiberClassic"� 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use _- -- --_ - Installation Instructions Approved for use in HVHZ: No LF 5891_R6_U_(a) Inst 5891.4a f Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.4 for Design Pressure Ratings by FL5891_R6_AU_(a) Eval 5891.4.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. (For FiberClassic doors, this product approval requires the use of "J" part numbers for these doors, i which have been stained or painted within six months of j installation.) (Y^^- 5891.5 e. "SmoothStar" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No LF 5891_R6_II_(a) Inst 5891.5.pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.5 for Design Pressure Ratings by ! FL5891_R6_AE_(a) Eval 5891.5.pdf specific Model and for any other additional use limitations and I Created by Independent Third Party: Yes installation instructions. (For SmoothStar doors, this product I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDquw6mPlZhp°/"2fndRcOWkL6oisulUpEoKUpgM°/"3d 2/3 3/9/2018 Florida Building Code Online ,J approval requires the use of "Y' part numt which have been stained or painted within installation.) for these doors, months of ! 5891.E { f. '.'ClassicCraft" j 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use `—� T Installation Instructions i Approved for use in HVHZ: No FL5891_ 2I_6_II_(a) Inst 5891.6.pdf f Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ' Other: See INST 5891.6 for Design Press ire Ratings by ( FL5891_�6_gF_(a) Eval 5891.6.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. i M Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyljght 2007-2013 State of Florida.:: 'vary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. mall to this entity. Instead, contact the office by p 455.275(1), Florida Statutes, effective October 1, 201 one. The emalls provided may be used for official comp address, please provide the Department with an email you do not want your e-mail address released in response to a public -records request, do not send electronic one or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section , licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have inicatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal ddress which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W �9 ,::Chzt,Y. Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQyvtDquw6mPlZhp°/`2fndRcOWkL6oisulUpEoKUpgM%3d 3/3 THERMA11RU (0) THERMA TPU DDORS 1 IS INDUSTRIAL DR., EDGERTON, ❑H 4351 7 "FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING 'IMPACT" GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures & general notes Door panel details M Horizontal cross sections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction Frame anchoring -1X buck masonry construction Bill of Materials & Components 0 3759" MAX. O.A. FRAME WIDTH 36.00" MAX. PANEL WIDTH +. 01/E[tr4L� DESIGN PRESSURE (PS�= ,.>rWANC� FRAME,�t � .......... OIMEN3ID(V ;POS111VE NEGA2fVE INSWING 37.59" x 97.92" +67.0 -67.0 OUTSWING 37.59" x 96.42" +67.0 -67.0 tUi: u��l* fib; -?fin z° n U N •• Z 6 U' x 2 d _ \V W a inp Mora a maafn �9ac O E9z c w L1i W 00 WZ �o 268 _ I Cn o3 dial' U 0I 0 a JAd w� w U�yy �W a N.T.S. SL m r- an LFS FL-5891.4 ET 1 OF 7 R:\Oients\Therma Tw PERMANENT\A - Florida Product Approvals\FL-5891\C- Drawings\FL-5891 (2017)\FL-5891.dwg, 2.4 On "0' > Z.v Q Zia 6 o � � 0 _ 19 O m v A � Oo 1.53" 0 ro tCo oo Z N 3 *QATE oV4100NO 200B R.W. BUILDING CON6ULTANTB INC. 0.83" IV.f m O Z m O 20 m 0 A 1.53, l �) `J `,tttlll 11 t/!/7j7 v ��.� F•SCHIyi ''�. ' No. 43409 October 17, 2017 THERMA—TRU Doeumenta Prepared By. �O•'. gg7E OF Lyndon F. Schmidt i��( �ORID�.�6\`��` FIBERGLASS DOOR DETAILS I' P.E. No. 43409 '�iSS'�p�A1LtG`\``� GD BUILDING CONSULTANTS, P.O. Box 230, Wrieo, FL 33595 Phone No.: 813.659.9197 rt IR ASSEMBLY,.: DOOR PANE1 FBPE C.A. No. 9813 R:\Oients\Therma Tm PERMANENT\A - nodda Product Approvals\FL-5891\C - Drawings\FL-SB91 (2017)\FL-5891.dwg, 3.4 A y� Z a v � O >o N O0 I �a] n Q n C r V O A 7 Q N N N N C7 W V Q z IN V m A O z Z m 6- ICI ICI FA-1 ICI ICI I!I 9 sCHM/ No. 43409 _ October 17, 2017 '^ Q o Q PRODUCT: Dxuments Prop—d Lyndon F. Schmidt �i -O(�' .OR1D...•'�0\`��` It 1 z p THER FISERG A—TRU S DOOR P.E. No. 43409E�� //llr 3 10 17 17 UPDATE TO 6TH ED. 2017 FBC JK N o to 1' Z to 1111�t IN6. 2 1 28 15 UPDATE TO STH ED. 2014 F6C LFS PART OR ASSEMBLY: cq RW BUILDING CONSULTANTS, 1 6 11 12 REVISED 70 2010 FBC JK ��R�y��- IV t� 0 P.O. Box 230, Volrico, FL 33595 m NO DATE BY "-"'--MAC CROSS SECTION Phone No.: 813.659.9197 REVISIONS' FBPE C.A. No. 9813 ® ZOOB R.W. BUILDING CONSULTANTS INC. l t R:\Oients\Thera Tru PERMANENT\A - Florida Product Approvals\FL-5891\C - Drawings\FL-5891(2017)\FL-5891.dwg, 4.4 r0 n 6 >D ° Z v ° ° i Irn O a Z M 70 1-1 M MIN. EMB. (TYP.) 4 \/ 1-1/4"MIN.��I EMB. (TYP.) `�tluulurr�i ND. 43409 October 17, 2017 2< P PRODUCT: Documents Prepared By: %�••. Sy�TATE OF •' Lyndon F. Schmidt �i�(` •' :ZORID�.•. •\�� R R { THERMA—TRU FIBERGLASS DOOR P.E. No. 43409 QG�� f0 17 17 UPDATE i0 61N ED. 2017 FBC JK la' r too Z y W 3 W 2 7771j�AIILt`tt% BUILDING CONSULTANTS, �NC. 1 28 15 UPDATE 70 5TH ED. 2014 FBC LFS PART OR AS6EMBL : IV r IA o 1 o P.O. Box 230, valrico. FL 33595 Phone No.: 813.659.9197 6 11 12 REVISED TO 2010 FBC JK VERTICAL DATE BY NO CROSS SECTIONS FBPE C.A. No. 9813 REVISIONS 0 2008 R.W. BUILOINa CONSULTANTS INC. R\Olents\Therms Tra PERMANENT\A- Florida Product Approvals\FL-5891\C- Drawings\FL-5891(2017)\FL-5891.dwg, 5.4 ry N 0�o�m 00a.0�00 ;v 00�P��; 'z:Q�.L�a4z i ' n' 0 - QL 0. :3 Ono 0 O � z 0' Q � p n ia3z n� ® ® ':e 5 ��m (>>Qy e n n m: Z n °.a.jOo°x 3i 2i 0 1100vmanOnA L[l {n. 1.0 .p 3� O m so :EmrE � m � G a W O C om z:4 a a o320 _ °aa Q= °c n v a G• N mi3l+'. o:;ns� - O W Z ga O M.,Q. 3 a q A m O Q°i:im, i:5i n o S' COD' 3 p 2:tp' f•\ X O c 7' a a a a �. a° m ■ s x a m m O r4 o F A A G Ln o m 03 :. W X w c 4'• n O o „ Qa z 0_ o<� • �0 0 3 10 17 17 UPDATE TO 6TH ED. 2017 FBC 1 28 15 UPDATE TO 5TH ED. 2014 FBC dJK2 1 6 11 12 REVISED TO 2010 FBC DATE PRODUCT: 0 To Zz O j I 1 • Wv F° 18.5" MAX. —I 4„ O.C. (TYP.) -12, --{ 48.88" - O Z vr�r O Z Z G1 AG rn l 17.2" MAX.�I 6„ o; O.C. VYP.) 25.5'TYF' ••� • 8.125L HINGE TO HINGE T ' `�lluurrrpi SCHM No. 43409 •• •: GGG October 17, 2017 Doeumente Proparod By: •' STATE OF ;• J Lyndon F. Schmid! %4•• �OF80�•.•' 0 `�� )OR P.E. No. 4340s R4Y ''isS�pldALl��`� �/�% BUILDING CONSULTANTS, HORING 2X P.O. Box 230, Valrlco, FL 33595 iTRUCTION Phone No.: 813.659.9197 FBPE CA Na. 9813 n a 12008 R.W. B.—INn CONSULTANTS INa. k It to MASONRY OPENING TYP. HEAD & JAMBS FRAME • IXBUCK STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX ON CENTER" must be 04usted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table.* ANCHOR "AN wick 10 --M 16190LEX%W ... .................... . ... ... CLEARANCE ... .... . . . . . . . . ... . .... ... . . .... ........... ��jkg NRY-'.`-*.".'-*. .......... �� ..................................... . ................. .. ............ ....... . ...... . ................................ . .... . ..... .... .. ITW TAPCONO 1/4!' 1-1/4" 2" 4" ITW 7APCONO 3/16- 1-1/4" Y. 1.1/y I WL)ULJ SC;KL:W INSIALLAK04 N(Jin: 1. Maintain a minimum 5/8"edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL ........... Z 0.1. z C, ...... .... P1 z 6 lit% C;; 0z , a x 'C C� w 0 0. maa O E a' Z C z z NN z o .1 Do )3108 o z N.T.S. ec AL sc LFS KNG NO.: FL-5891.4 a Er 8 OF 7 I BILL OF MATERIALS REM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/,VSHIM SPACE WOOD D '1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K #8 X 2-1 /2" PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL L #10 X 2" PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 # 10 X 3/4" PFH WOOD SCREW STEEL 11 #9 X 3" PFH WOOD SCREW STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 19 -HEADERJAMB PINE,-S.G>=0.42 WOOD 20 SIDE JAMB PINE, S.G.>= 0.42 WOOD 21 KWIKSETSIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 70 FIBERGLASS DOOR PANEL- FIBER CLASSIC 71 FC DOOR SKIN .1 I U' MIN. THK. FIBERGLASS BY THERMA TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI SMC 72 TOP RAIL COMPOSITE 73 LATCH STILE LVL WOOD 74 HINGESTILE WOOD 75 BOTTOM RAIL COMPOSITE 76 POLYURETHANE FOAM CORE -1.9 LBS. DENSITY FOAM NOTE: WOOD/LVL COMPONENTS (PINE, SG >= 0.42) =Vig I— 4.56' z "7jj� '�i ��•• �, n II T N 19 20 HEAD 8 SIDE 2 Jamb b �o I&V�/1��=z--g :: &LOW PROFILE OUISWING BUMP FACE 5.75" h L 1 %1 SE[F ADJUSTING SADDLE THRESHOLD a y n ro 0z is � r` O om 5>60 U N m = o t9 ozo Eag omoo rn7r �4ra a ma.0.� 4 Ad m SCALE, N.T.S. Mr. BY. AL CNK En: LFS DRAWING NO.: FL-5891.4 sxEEr 7 OF 7 3r.9/2018 Building Code Online (• y� � ,a � �i r �. 1 ; � `ms BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ' Publications FBC Staff i BCIS Site Map Links Search Product Approval tllb USER: Public User x eazS x Product Approval Menu > Product or Application Search > pplicatlon Lis t > Application Detail FL 11 FL17519-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Mullions Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE .._ Validation Checklist - Hardcopy Received Standard AAMA 450 Year 2010 °. I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Entity Yes No N/A File Copy FL17519_R3_COC_Cor pliance Statement.pdf a httDs://www.floridabuildinq.orq/pr/pr app dtl.aspx?param=wGEVXQwtpgvYdg2pQ%2fXXJlv984Ga1GRKWNHIH3778DL15k9Vezj6ag%3d%3d 1/2 3, 9/2018 Product Approval Method Florida Building Code Online Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 11/15/2017 11/15/2017 11/18/2017 FL # W Model, Number or Name I Description 117519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions __...... _—.._.-..._..........—... _ Limits of Use _ ..._..--....--.._._.-...--------..I_......------- ......._._._._._.._..._....—.------- Certification Agency Certificate Approved for use in HVHZ: No FL17519_R3_C_CAC _190-1075CAR.pdf Approved for use outside HVHZ: Yes I FL17519_R3_C_CAC_190-1076CAR.pdf I Impact Resistant: Yes ! FL17519_R3_C_CAC_190-1077CAR.pdf f Design Pressure: N/A FL17519_g3_C_CAC_190-1078CAR - unclipped.pdf Other: Please see installation instructions for additional Quality Assurance Contract Expiration Date (((' product, testing, and anchorage information 01/10/2019 Installation Instructions LF 17519_R3_II_54xx - 55xx Mulls.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL17519_R3_AE_54xx - 55xx Mulls Eval.pdf Created by Independent Third Party: No Contact Us :: ; The State of Florida Is an AA/EEO employer. Copy, Under Florida law, email addresses are public records. If mail to this entity. Instead, contact the office by phi 455.275(1), Florida Statutes, effective October 1, 2012, one. The emalls provided may be used for official commu address, please provide the Department with an email a Back Hex] I Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 it 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement do not want your a -mail address released in response to a public -records request, do not send electronic or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section :nsees licensed under Chapter 455, F.S. must provide the Department with an email address if they have ition with the licensee. However email addresses are public record. If you do not wish to supply a personal :ss 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: "4® ® EChizk Credit Card Safe SCCt1Y'1'�`141F'CitIi'S'„ httns-//www.floridabuildino.ora/Dr/Dr arm dtl.asDx?Daram=wGEVXQwtDavYda2DQ%2fXXJlv984GaIGRKWNHIH3778DL15k9Vezi6aa%3d%3d 2/2 GENERAL NOTES, UNCLIPPED 5400/5500 MULLIONS: 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. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. 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. 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) 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. BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 1, 2 8 3 AS DEFINED BY ASTM E1998. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. . 8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 9) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL #261. 1.250' TABLE 1 Mullion 3.250' .100' �.100• Capacity Table (Iba/R2) 125x725■ Opening WidthorHeigMupto127-114' All lnadingrypes .looaum. Tube Mullion MUNon CeparJry Anctwra0e Requitement Inst0114 Oddlti0nel wtndaw anchors through the window �10 B ♦10.018dR' frelne� et 10• tnmc. Onaecn alas � •70A IInYR° o11ne mu6lWm hae essemGy IUDs cenleAG». See fi0uma on w5 sheet. SEE CAR 190-1078 FOR CERTIFICATION. OPENING WIDTH, MAX. 127.114- 1-1/4• MULLION Ir WIDTH F I MULLION LENGTH, MAX 67- LI I 1 1.2S' X 3.25• X .100' MULLION NOTES FOR UNCLIPPED MULLIONS/FRAME ASSEMBLY TUBE: 6005-T5 ALUMINUM 1) NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. 2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SHEET. L_ SEE SKEET 7 FOR MULL TO WINDOW CONNECTION SINGLE VERTICAL MULLION MUI LEI, M USE THIS SHEET FOR UNCLIPPED MULLIONS OPENING WIDTH. MAX 127-1/4' OPENING WIDTH, MAX. 127.114• 1-1/4•MULLION 114•MU ION 14. WIDTH �I WIDTH U.WIIDTH Ulu ON III 1111 II III I111 II I lION AX III IIII II III IIII 11 Ili i°i Y it i7• 111 I111 11 THROUGH THE FRAME FOR EQUAL-LEGIBOX 6 FLANGE FRAMES. SEE SHEET 3 FOR NAIL FIN 8 J-CHANNEL FRAMES MULLION LENGTH, MAX. 63' 1.1/4 MULLION WIDTH OPENING HEIGHT, MAX 127-1/4• SINGLE HORIZONTAL MULLION 10• MAX OPENING HEIGHT. MAX 127-114' I I I I I I I I I —OPENING WIDTH• MAX 127-1/4--- MULTIPLE VERTICAL MULLIONS MULLIt7N MAX 67• LENGTH, — ..�I II II I,4I � II '/ 'Ii- MULLIO N t_ ___ WIDTH --- ----- OPENING HEIGHT. MAX I� �1 127-1W yyj �" j i 1nN• 'il' —j�— MULLION WIDTH 1.114' MULLION WIDTH T OPENING HEIGHT. MAIL 127-114' f� MULTIPLE HORIZONTAL MULLIONS 0- LL 0 M oyl LYNN d114e/'�i� ' �1�,.•'4�GENSC C� NO.58705 —ATE OF A. LYNN MILLS, P.E. FL P.E,p 58705 GENERAL NOTES, CLIPPED 6400/5500 MULLIONS: 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 1r3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE 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. 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. CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 1, 2 & 3 AS DEFINED BY ASTM E1996. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. 10) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL 4261. OPENING WIDTH FOR SHAPES TO BE INSCRIBED INSIDE i` VERTICAL MULLION RECTANGULAR SHAPE I 7— I � VERTICAL OPENING MULLION OPENING HEIGHT FOR LENGTH HEIGHTFOR MORIZONTAL HORIZONTAL MUWONS MULLION T Y' L ULLION HORIZONTAL F- MULLION _1.1/4'MWIDTH I` HORIZONTAL j LENGTH MULLION --I LENGTH CROSS MULLION CONFIGURATION -HORIZONTAL MULLION LENGTH ------I Y -1-1/4'MULLION 1.1DTH a'MULLIO� WIDTH WI OPENING WIDTH FOR VERTICAL _ OPENING WIDTH MULLION LFOR VERTICAL MULLION TEE MULLION CONFIGURATION OPENING WIDTH I WIDT H MULLION wIDT I I MULLION �/ I I LENGTH I I I I I I 1 VERTICAL MULLION LENGTH MN LEI USE THIS SHEET FOR CLIPPED MULLIONS .1— 1.7a' MULLION ��WIDTH OPENING WIDTH 1.1,4 r-.N 1-114-MULLION WIDTH 1—w'DTH —_ —__—III �==___-- LION GTH II IIII Ij IIII 11 II I I I I II IIII II it l��l l I I I II SEE SHEET 3 FOR MULL TO WINDOW CONNECTION SINGLE VERTICAL MULLION NOTES FOR CLIPPED MULLIONS: 1) FOR MAXIMUM SIZES, SEE TABLES 2A-4A. 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A-4A. MULLION 3) CUPPED MULLIONS MAY BE USED FOR ALL WINDOW TYPES. FOR CUP ANCHORAGE, USE THE SAME ANCHOR AS WINDOW ANCHOR OPENING WIDTH-i MULTIPLE VERTICAL MULLIONS 1--MULLION LENGTH 52, [—MULLION LENGTH-] OPENING HEIGHT MULLION WIDTH OPENING HEIGHT �q,J P L MULLION WIDTH OPENING HEIGHT t-ta- j ('MULLION llllllll 1 WIDTH t-1/4' rWIDTMUWON _ H 7 OPENING HEIGHT SINGLE HORIZONTAL MULTIPLE HORIZONTAL MULLION MULLIONS No. 58705 x '_ b .�G. EO IS •'441` '•ASV ��NA�- �! ,` ` A. LYNN IJIILLER, P.E. FL REA 58705 CROSS-SECTION MULLION EXAMPLES FLANGE FRAME SHOWN, MAY ALSO AS AN E FRAME SHALLOW FLUSH MULL FACE CAP I1R0111 1 E)CrEE-RIIOR V FIG. 1: 1.25" X 3.25" X .100" MULLION & FACE CAPS MAY ALSO BE INSTALLED DEEP MULL EXTENDED TOWARDS EXTERIOR MULL FACE CAP #20175 EQUALAEGIBOX FRAME SHOWN, MAY ALSO BE INSTALLED AS A FLANGE FRAME (SEE FIG. 1) USE THIS SHEET FOR CLIPPED & UNCLIPPED MULLIONS SHALLOW FLUSH MULL FACE CAP azom—\ W I IV EQUAL.LEGIBOX FRAME SHOWI INSTALL FRAM DEEP FLUSH 1 EXTERIOR MULL FACE CAP •V tl20178 0 FIG. 2: 1.25" X 3.25" X .624" MULLION & FACE CAPS r--------------------------------------------------------------------------------------- FIG. 4: MULLION END CAP EXAMPLE I I INSTALL 1 ADDITIONAL NAIUSCREW _ MULLION ENO CAP TO SPAN BOTH THROUGH THE NAIL RN ON EACH SIDE ' WINDOWS, ADHERE WITH SILICONE. I OF THE MU WONlFIiAME ASSEMBLY I TUBE CENTERLINE. I B Ch n Lu'�joo R 2 a 02 2 ff�� LJ LJ �L1 I i NOTES FOR MULLION END CAP: 1) APPLIES TO FIN OR LJ� J-CHANNEL FRAMES. III—(J1� I _ _ _ _ _ _ _ _ _ _ _ 2) REQUIRED AT HEADER AND I JAMBS. I EXTEERnRIOR EXTERIOR V PICTURE WINDOW WITH TICAL MULLIONSHOWN ; SIDE VIEW ALLW WINDOW TYPES AND 0 V FLUSH EAC MULLION ORIENTATIONS MULL CAP MAY ALSO BE INSTALLED I TOWARDS INTERIOR APPLICABLE. 420178 I I I FIG. 3: 1.25" X 3.94" X .624" MULLION & FACE CAPS I T MAYREQUIRE w•FIELOTRIMWNG SEE CROS.ECTION MULLION EXAMPLES. FIGS. 13. FOR WPIDOWTOFRAMEATTACHMENT. NOTES FOR MULLION TO WINDOW ATTACHMENT: I I 776(r VERTICAL MULL TO ��? ` '•• �; 1) RECOMMENDED ANCHOR LENGTH = MIN. 3/4' STRUCTURE FRONT VIEW _ = N0.58�05 4- _ /�5 2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL, i —7 .75e• V-- --r1'.K 1 3) PICTURE WINDOW WITH VERTICAL MULLION SHOWN, ALL WINDOW TYPES AND ; I MULLION END CAP RIGID PVC ��'., SATE OF �'C�•• F � COR70 MULLION ORIENTATIONS APPLICABLE. I 2X SIDE VIEW (� .• ,`.• /0A�' •, 4) IF APPLICABLE, NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW I �1� A LYNN+MILLER, P.E. FRAME MEMBER BEING MULLED. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHERTHE Ilid I I jSTANDAR.OR e I OFFSET MULL a EDGE CLIP ANY BE I ° DISTANC INSTALLED BY \ L, I I I FOR WO( THIS METHOD. l ° SCREWS d ° � a d TYP.ANCHOR 'PERSUBSTRATE, SEE TABLES 2B4B • . • BY OTHERS, • SEE NOTE 1, • $HEFT 1. FRONT 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-C, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL B. THIS SHEET. USE THIS SHEET FOR CLIPPED MULLIONS ®y C � DETAILB: —MULLION I MULLION ATTACHED TO IX FSUCKSTRIP TYP. ANCHOR a o WOOD BUCK AND MASONRY ANDL___J—PRs EUBSTRATE. oY x ATTACHMENT SEE SEE TABLES 2B-0B (STANDARD CLIP SHOWN) BYOTHERS, SEE NOTE 1, 0I SHEET I. ° I qa I .72 S1 • • • , EDGE Z CONCRETE OR CMU ICI DISTANCE, O °I SEE SEE TABLES J I EDGEDISTANCE 2134BFOR MASONRY LL ANCHORSQ O p SIDE VIEW w co m co =) O E ITHERTHE H RS g V m EXTERIOR _ < a \ EDGE . ' ^ DISTANCE 4 FOR MASONRY e 14 THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR FIN-E6AMED O JLHANNELWINDOWS, BUT MAYALSO BE' USED FOR OTHER FRAME IYPES. TYP. ANCHOR PERSUBSTRATE. TYP. ANCHOR SEE TABLES 2B4B PERSUBSTRATE, BUCKSTRIP SEEVEND52Bi8 AND EOGElENO ATTACHMENT DISTANCE T ' • • : (•' t . • BY OTHERS, SEE TABLES EMBEDMENT' SEE NOTE I. / 2BZ48 SHEETI. MIN 2.7 KSI CONCRETE OR CMU• MULLION FRONT VIEW SIDE VIEW SEE SHEET e FOR HOLE LOCATIONS ANY ALSOBEINSTALLED TYP. ANCHOR DIRECTLY TO MASONRY: PER SUBSTRATE, e SEE TABLES 2B4B L.I. FOR EMBEDMEM ALL MULLIONS + •• ° „ a MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW cc, 0111111:11 l(t.4N �`Z`: .•��CENSE No. 58705 A S,ATL• Of ` S y1GNA-.•.• A. Ll'NN MIL'L'�Ft, P.E. FL P.E.# 58705 USE THIS SHEET FOR p� DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS�h� FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION g�h� (F-CLIP) (ANGLE CLIP) INTERSECTION up, tol o� I (U-CLIP) NOTES FOR INSTALLATION OPTION E:40 \\ % SE T4 FOR INS T SHEET 4 FOR INSTALLATION /X\TO SPECIFIC SUBSTRATES. VARIES 1) MULLIONS MAY BE INSTALLED IN / 'TEE' OR'CROSS' CONFIGURATIONS. MULLION 2) U-CLIP MAY BE INSTALLED Ln L _ HORIZONTALLY(SHOWN)OR c I TOP VIEW VERTICALLY. Z MULLION J • � VARIES a I IN2STEELSCREWS. p 1 / SELF -DRILLING OR PRE -DRILL W 20 Q ``X MULLION AND USE SMS Z to EXTERIOR / \ I , MULLION 0F STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR EDGE DISTANCE PERANCHOR TYR ANCHOR PER SUBSTRATE. SEE TABLES 204E STANDARD CLIP TO BE MODIFIED INFIELD. ""A SEE TABLES 213413 j rK';' T2s FRONT VIEW I AN. CLIP, 1 I 2 PER MULLION END, I MUST BE INSTALLED I I INSIDE OF MULL L!�> EXTERIOR INTO WODD, STEEL, ALUM CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION D: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. Ls EXTERIOR DETAIL F. MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) -STRUCTURE TYP. ANCHOR el. PER SUBSTRATE, SEE TABLES 2B�8 MULLION RSTEELSTUDSTHINNERTMAN FRONT VIEW GA AND COMPLIANT WITH THE FL BUILDWODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS NOTES FOR INSTALLATION OPTION F: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. �'�� •. '`10ENSj '•.•'P No. 5s8705 _ ck� tE0 !mow; � � F ram,.•• \� ` .,lOR10. �gNA1 E "IIu: A. LYNN MILLER, P.E. FL P.E.# 58705 TAaI G 7A Mullion Capacity Table IhBIR� Opening Width (for wr ically-Spannl g mldfiom) ar Opening Height (for ho izontaDy-spaMng mdQons) SO In 60 in 70 in So In 901. 1001n 120 in 1401n 160 in 1.25 x3.25 x.100 R 'c" Lcadlg TmplTrlere. L a g Rdelan9,1, Leadig Tep/nare. Loafing R-WVW. Loadlq Tmplydan9• Leading Rao Jnd Lm441g T IvIiinn9. LoadN neclnreWr Loa06q TdoP'rd Leafing Ral.rq"' Ln4dng TmPrIlMn9. Leadig Recten9eler LoWing Trm'7,iup. Lping n-gL leaddq T4PRdnra- Leming R-.,. r Leading 7�n - loading Alum. Tube Mullion Ec r_ r is r Q r f c _ C r i c r ¢C r f c r_ G r 2i c r Q r 5� 2ic r ¢K r 9 2ic r Q f c d8 �c 1 2 ¢ tic c$ .`R. 4C I �JA is ag.. � �i ¢C 1 §� �c g.` 1' 2i QG ca$7 13 ?: ra 1 Q I� ?:c Z J � f c �8 Q f g J- 421n 70.0 255 70.0 178 70.0 306 70.0 197 70.0 357 70.0 208 70.0 408 70.0 214 70.0 459 70.0 214 M.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 48n 70.0 292 70.0 216 70.0 350 M.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 Too 279 70.0 5a3 70.0 290 70.0 Too 70.o 280 70.0 817 70.0 2110 TD.0 933 70.0 280 50.625 in 70.0 308 70.0 232 70.0 369 70.0 260 70.0 431 70.0 2132 700 492 70.0 298 Me 554 71L0 308 70.0 815 70.0 311 70.0 T38 70.0 311 Me a61 M.0 311 65.9 927 70.0 311 50 (n 70.0 328 70.0 252 70.0 394 70.0 284 Me 459 70.0 311 70.0 525 T0.0 331 70.0 691 70.0 345 m.0 ass 7o0 352 7a0 Tea 70.0 3M 662 aW 70.0 354 57.9 869 70.0 3U eo1 70.0 365 70.0 289 70.0 438 70.0 328 70.0 610 70.0 352 rag 593 70.0 389 70.0 656 70o 410 70.0 729 70.0 425 59.7 746 70.0 438 51.2 745 To 438 44.8 748 70.0 438 631n 70.0 3W 70.0 307 70.0 459 70.0 35D 70.0 538 70.0 387 70.0 613 70.0 418 68.7 677 70.0 443 61.9 617 70.0 462 51.6 an 70.0 481 4,L2 GT7 70.0 462 367 6T7 70.0 4B2 m fi8 in 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 87.3 617 70.0 M7 69.8 617 70.0 476 53.8 617 68,7 489 44.8 617 64A 483 38.4 617 63.7 482 33.6 817 63.7 482 'J 721. 70.0 438 70.0 362 60.1 SIB 70.0 415 59.2 518 85.2 432 51.6 518 S6B 4255 46.1 SIB 54.2 419 41.4 518 50.7 41% 34.5 SIB 466 408 20.0 518 45.0 405 25.9 516 45.0 405 2 v 76 in 70,0 462 70.0 385 58.7 485 02.8 We 50.3 485 54.9 390it 8.4 384 392 465 4S3 378 352 465 422 374 29.4 465 382 357 25.2 465 36.6 364 22.0 465 36.2 363 731n 652 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 3725.4 366 362 441 41.6 360 32.a Mt 38.7 356 272 441 34.0 349 23.3 Mi 33.1 346 20.4 441 32.7 345 90 in 42.4 3S4 332 37.0 289 30.3 332 32.3 28468 2so 23.6 332 261 Z78 21,2 332 24.7 272 17.7 332 T1,3 26fi 15.2 372 19,6 262 137 332 ta.7 260 961n 35.0 29.1 291 30.3 758 250 29t MA 2523.5 248 19.4108 in 24.6 A-2XI--197- 20.5 230 21.1 205 17.5 230 18.3 201B2�Z6- - -18.9- -218- -19:4 -194- -18:Z -218- -16.8- -191-Ce- 120in 17.9 14.9 187 15.3 16T JCC 1.r/ tau -I Ufa run urm II iuAl iurv. TARI P 9R Anchor CapaeIty Table (Ibs) Sebatmle: 2.7k Concrete 3.5k C- Holler/ CMU FSIM CMU PT WOM Meld Anchor Clip Patterns Arctpr Type: &16'Elea IBlddeon tl4'Eko Ulbacm 5116- Eko Immrn 3116'Elm Unmeen 1/4-Eleo Ntreeon 114' SSE(. AggrsGaty 5/16- Eke Ullracon 1/4• SS Eke A9gmGakr 410 Sbal Screw(G5) •12 bleat S-(GS) •12 Steal S-(G5) Edge D6lance 9n4 1' 2.1Q' 1' 2.11T 3-118' 1. 2.112' 1' 2-12' 2' 3-IVT 0.48' 054- 0.324' EmMm benl ('nk 1-3/4' I-W4' 1.314' 1-3/4' T 1.114- 1-1/4' 1-1/0 1-1/4' I -IA' 1N4' T I've- 1.3/S' larks 2 Anchors @ 4.15' Min. O.C. I Slandam ar OOsel Gip (Fig. Ii 390 2a 390It. 4501b3 B90 0n 1644 Iba 2701M 2801be 3541M 7401bs 3741M 664 bM 9461tn 341 ft 4421M 5601M 4 Anchors C 1.15' Min. O.L. I Standard (or 01bM) CAP (Fig. 2)• 480 lbs 703 Ins WA WA WA WA 380 IM WA WA WA WA WA 682 It,am It. 1120Lb. 4 AnohWrs @ X Min. O.C.I (2) 2k5 Angle Cups I (Fig. 37 790 an780 IM 6801M 1560 be 18961M 540 Its 5601M WA 7601ea 748lbs a801M 18921M S32 Iba 8851M 1120 It. 3 Anchors Q 0.54- Min. O.C. I U-01p, Into ,100' Ahi n, (R9. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 9501ba I ArdwI F-Oip(Fig. 5),1 1S5On 195 Ibd 2251M 44504 BU Ibs 135 IM 1401ba 177IM 370 IM 1871M 3321M 4731M 170 OIs 221IM 2e0lna 2 Anchors Q !J: MIR O.CJ F-Oip (Fig. 6): 240 bs 350 IM WA WA WA I NIA 190 IM WA NIA I WA I WA WA 341 and M21M 6601M FIGURE 1, STANDARD CLIP SHOWN : FIGURE 2, STANDARD CLIP SHOWN): FIGURE 3: ANGLE • • • • CUP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR In 3NN n_X L4 k co LOADING FOR ALL TEE OR 0 0 8� CROSS CONFIGURATIONS, AND ALL ASSEMBLIES rn CONTAINING A SINGLEIDOUBLE HUNG WINDOW. U) NPO 9 USE TRAPEZOIDAL Z !TRIANGULAR LOADING 0 FOR ALL OTHERS. Q :; knIUHUK U"A4:11 T AUJUaI MINT FUKMULA: (D: ,) X f ANCHOR CAP.,,,,,, , \ _ ANCHOR 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. 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 SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.250' 3.250' .100' 1.25' X 3.25' X.1t" MULLION �Fq i %Y •• No, 587C5 Of Ck�3�= SVIE OF `�: A. LYNNVIII-ER, P.E. FL P.E.# 58705 TABLE 3A Mullion Capachy Table ({bsi tt} Opening Width (for vettica"panning mUOonv) or Opening Height (for ho6zonte9yspanning nud9ons) 501n 60 in 70 in 801n 90 h1 100 in 120 N 140 in 160 in 1.25 ][3.25 R.824 R.elargular Lmtlug TonRAarg. Lmdug Rotlugi4ar Loading Twp/Tda,g. Leading Rtttayular Lmd'ug T dT4erg. LaWl q ReemrgWr Lwding TradTrle.B. Loading R.elnn9ufar Lmd'ug TradTdang. Lmdlrg' Aeet.nguW Lofty T_07r&ng. Lmd9g R.0-0"r Lm4lrg T--nary. Lnming Reet .- Lm4irg T-e fn ra. Itutaing R t.mg Lmdlrg T drdarg. lna4brg Alum Mullionff Ticl Z a Ma e4e fe 421n 70.0 265 70.0 179 70.0 308 197 70.0 357 70.0 208 70.0 408 MO 214 70.0 459 Me 214 70.0 610 70.0 214 10.0 813 70.0 214 70.0 715 m.0 214 70.0 817 70.0 214 48 M 70.0 292 70.0 216 70.0 '350 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 mA SM 7MD 280 70.0 700 Me 280 70.o 617 70.0 28D 70.0 933 70.0 2e0 50.625 In 70.0 308 70.0 232 70.0 369 260 70.0 431 70.0 2B2 70.0 492 70.0 298 70.0 654 70.0 30B M.0 615 70.0 311 70.0 738 70.0 311 70.0 881 70.0 31l 70.0 984 70.0 311 541n 70.0 328 70.0 252 70.0 394 2B4 70.0 459 7D.0 311 70.0 525 70.0 331 70.0 691 70.0 345 70.0 856 70.0 352 70.0 788 70.0 354 70.0 919 70.0 W4 70.0 10•.0 70.0 354 604, 70.0 365 70.0 289 70.0 438 328 70.0 510 70.0 362 70.0 SB3 70.0 389 MO 458 70.0 410 70,0 72B 70.0 425 70.0 875 70.0 438 70.0 1121 70.0 438 70.0 7167 70.0 438 63 in 70.0 383 70.0 307 70.0 459 $70.0416 350 70.0 536 70.0 387 70.0 613 70.0 418 70.0 am 70.0 443 70.0 166 70.0 462 70.0 919 70.0 481 70.0 1072 Me 492 10.0 1225 70.0 492 rs, 65 In 70.0 401 70.0 325 760 481 372 70.0 561 70.0 413 70.0 642 700 447 70.0 722 70.0 476 70.0 802 70.0 498 70.0 9M 70.0 525 70.0 1123 70.0 M 681 1248 70.0 529 O 72 in 70.D 438 70.0 362 70.0 M 16 70.0 613 70.0 464 70.0 )DO 70.0 506 70.0 7Be 7(w 511 70.0 875 70.0 571 69.9 1049 70.0 613 59.9 1D49 70.0 630 52.4 1043 70.0 630 111, 71.1 411 70.0 386 70.0 &M 45 70.0 647 70.0 498 70.0 739 700 5a4 70.0 831 70.0 SBS Me 924 70.0 620 59.5 S41 70.0 871 51.0 941 70.0 ass 44.6 941 7o.0 7n2 781. 70.0 474 70.0 398 70.0 Me 59 70.0 664 70.0 516 70.0 758 70.0 664 70.0 1153 70.0 607 65.0 894 70.0 644 55.0 894 70.0 700 47.1 894 67.0 701 41.3 994 66.1 698 90 in 70.0 547 70.0 471 70.0 656 47 61.4 671 65.3 575 537 671 5B2 566 47.7 671 52.9 558 43.0 671 48.8 651 35.8 671 43.1 539 30.7 671 39.7 631 26.9 871 37.996 In 70.0 SM M.0 507 59.0 590 516 5D.6 590 63.4 509 44.3 690 47.5 602 39.3 590 43.0 494 35.4 590 39.6 488 29.6 590 34.7 477 263 590 31.6 469 108 M 49.7 466 5MB 421 41.4 466 42.9 414 35.5 468 37.1 408 31.1 488 Me 402 -39:3- -393- -441- -30.2 - - - - - - - - - - - - - 120 h 36.3 378 1 369 344 1 30.2 376 1 31.0 1 339 SEE CAR 190-1076 FOR CERTIFICATION. TABLE 3B AnchorCo Table (bs) SL1stn !e: 2.71, C.rerete 351, Cme I Hallow CllU FlUed C61U PT WOW Meet Anchor Cllp Patterns Mrha Type: 3'tfi` dco Utrxm 114• Eko UBrsmn Sn6• El. Usaton Yt6• Bm W triton V4' Bco 118r4mn V4' SS 0ca AggreGebr 5.16' E co UIUB= VA' SS EJ. AggmGaa 010 Steal Soew(05) C2 Steel Saew(G5) 012 Steel Saew(135) Edge Cams 60 1 2-112' 1• 2-VT 314r 1' 2•It2' 1' 2.1/7 2' 340 r 0.48• 0.54' 022e Lxbednent (in): t3(4' tars• tau• 1-Y4• 2' 1.114' 1.114• 1-114, 1-1/4' t-1/4• Lira• r bare• 1-ye, vane. 2 Ar¢tors @ 4 75 Min O.C. / Standard a Oeset Cfip (Fig. 1} 390 m. 393 ft 4501ba 690 P.16" en 27D Ibs 2801bv 3541b. 740Ite 3741b. 6641bs 946 gn 341 ®. 442 a s 860 W. 4 Arches @ 1.15' Mir, O.0 I Stmr lwd I. OIBet) Clip (Mg. 2): 4801M 7001te NA WA WA WA 3801bs WA WA WA WA NA 6821bs 8851os 1120 Its 4 Archers @ 3' Min. O.C.1(4 2r5Angle Clips I (Fig. 3): 7801hs 780 ms 6M Ibs ISM Its 1896 Ibs 5401bs 563 U. WA 7601bs 7481b2 am Its 18921ts 6821bs 885 an 112D Los 3 Anthers @ 0.54• Min. O.C. I UL1ip, into .10D Plu(Fig. 4): Plum (Fig. WA WA tNAN'A WA WA WA WA NA WA WA WA WA WA 9508. 1 Arct4lrl (Re. 5): 13 lb. 1951fa 225Ibs 4451bs 822 8s 1351bs 1401bs 177 �. 3701M 1871bs 332 mn 413 On 17D Ibs 221 im 2BO Ib. 2 Anchors @ 1.IS Min O.C7 FLlip Fg. 6). 240 m. 350 ft WA WA MA WA 1901bs WA NA WA N'A WA 341 Ibs 4421b4 560 Ws USE THIS SHEET FOR ® CLIPPED MULLIONS o"m" Nce Rx USE RECTANGULAR # S � LOADING FOR ALL TEE OR �= i CROSS CONFIGURATIONS, AND ALL ASSEMBLIES rn CONTAINING A SINGLE/DOUBLE HUNG a WINDOW. N D: USE TRAPEZOIDAL Z !TRIANGULAR LOADING O FOR ALL OTHERS. J Q m ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.)X e.n4.n�n v,e.r.,,,,,,,p•.o,)_ANCHOR 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. FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2, STANDARD CLIP SHOWNI: TABLE NOTES: 1.250'-j • • • • 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �. 1 Lf i FIGURE 3: �� t�Ol�.`1,,........ la ANGLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250° �,\GcNSE •P CUP MUST SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 'T ' •'. K` 0 0 BE USED SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. :4 : No. 58705 IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND :. FIGURE 4: FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL _ "0 Z �� 17 LJ BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BEL624' %� c', TL- OF U•/ 6063-T5 AND BE A MINIMUM OF.100`THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND.04S' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALLIf 1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25°X 3.25'X.624•410 &#12ANCHORS INTO WOOD MAYBE STEEL, 18.13S.S. OR410S.S. MULLION 1110-0 A, LYNNMILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table (Ibs Opening Width (for verHralllhspar" g mullions) or Opening Height (for hcrbonlaf)-spanning nuanns) 50 in 60 in 70 in 80 In 90 In 100 in 120 in 1401n 160 in 1.25 X 3.94 ■ .fi24 Recten9,/v l.aming TmWrdang• Loadbg Aoo ni d-r loading TmPOT&n9. Loadig R-isnpWr L-dig Tm 11` a- Losdig R^uan9War Loading T ;,'T n} L acting Pecta,g Loading Tm rrris . loading Rec..,W loading Tr+Miton, Lc Pachn9- W.oafing "6 g Tmpinlang. Laditg Ractn^gN Loading TnWTdnng. Loading Roc V' taaarg T.WRd g. L.Wing Alum. Tube Mullion � f� £ Li` 4 E _ ��d$c�� }g £ pg t£gd r3 _ �� tc P N£g $ £ _ �b�' P £ Rg "£ts f� _ �a� Lgt E@ £ _ 1$g„• _ £ Mgt _ £ &£ 421n 70.D 255 70.0 179 70.0 308 70.0 197 70.0 357 70.0 WS 70.0 408 70.0 214 70.0 459 70.0 214 70.0 510 MG 214 70.0 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 48 In 70.0 292 roA 216 70.0 350 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 Z79 70.0 6w 70.0 260 70.0 700 70.0 280 70.0 817 ro.0 280 ro.0 an 70D 280 50.6251. 70.0 308 MO 232 70.0 359 70.0 260 70.0 431 70.0 282 70.0 492 70.0 298 70.0 554 70.0 308 70.0 615 70.0 311 70.0 738 70.0 311 70.0 861 70.0 111 70.0 964 70.0 311 54 in 70.0 328 MO 2S2 70.0 394 70.0 284 70.0 459 70.0 311 roe 525 70.0 331 70.0 591 70.0 345 70.0 666 70.0 352 70.0 7w MO 354 MO 919 70.0 354 70A 1050 70.0 354 601n 70.0 365 70.0 2a9 7D.0 438 Me 328 70.0 510 70.0 382 ro.0 5w 70.0 369 70.0 656 70.0 410 70.0 720 70.0 425 70.0 875 70.0 438 70.0 I= 70.0 438 70.0 1167 70.0 438 win 70.0 383 70.0 307 7D.0 4559 70.0 350 70.0 538 70.0 387 70.0 613 10.0 418 70.0 60 70.0 443 70.0 766 roA 462 70.0 919 70.0 481 70.0 1072 70.0 482 70.0 1225 70.0 462 L c 66In 70.0 401 70.0 325 70.0 481 70.0 312 70.0 561 70.0 413 70A &2 70.0 447 70A >22 Tao 476 70.0 802 70.0 498 70.0 ew 70.0 525 700 1123 70.0 fi2B 70.0 7283 70.0 629 y 71 In 70.0 438 ro.0 362 70.0 525 70.0 416 70.0 613 70.0 461 70.0 700 70.0 Safi 70.0 lea 70.0 541 70.0 675 T0.0 571 70.0 1D50 70.0 613 70.0 1226 70.0 630 70.0 1900 70.0 630 S 76 in 70.0 462 70.0 3B8 70.0 65/ 70.0 446 7D.0 6a7 70.0 498 70.0 739 70.0 54/ 70.0 931 70.0 685 70.0 924 70.0 620 70.0 1108 70.0 671 70.0 1293 70.0 698 70.0 147E 70.0 7D2 f 781n 70.0 474 70.0 111 70.0 569 70.0 459 70.0 664 70.0 515 70.0 758 70.0 564 70.0 853 70.0 607 ro. 0 948 70.0 644 70.0 1138 70.0 roe lag 1327 70.0 732 w.2 1477 70.0 739 90In )OA .7 ..0 471 70.0 6% 70.0 547 70.0 768 70.0 617 70.0 875 70.0 M 70.0 g84 70.0 738 70.0 1094 70.0 700 59.2 1110 70.0 875 50.7 1110 65.6 878 4 A 1110 62.7 870 96In 70.0 Sw 70.0 607 70.0 700 70.0 591 MO 817 Me 668 70A 933 70.0 739 65.0 975 70.0 sat 58.5 975 6s.4 807 48.8 975 1 57.4 789 41.8 976 52.3 776 1081n 70.0 656 70.0 NO 68.5 771 70.0 678 5a7 771 61.3 674 51.4 711 64.3 664 711�i 70.0 674- 70.11 599 83.1 730 65.0 650 54.1 730 56.3 640 47.3 730 19.9 wt 120 in 69.9 624 61.0 669 499 624 512 wo 1446, 34.7 433 35.1 400 28.9 433 29A 395 1 lid I I I I I I I I SEE CAR 190-1077 FOR CERTIFICATION. TABLE 4B Anchor Capachy Table (Ibs 5ldstnte: 2.7k Concrete 3.5k Conc. Ho2ow CMU Filled CMU PT Wood Mehl Anchor CBp Patterns AnCior Type: 3116 Eft One- 1/4• Eko Uoacan `5110' Elw Nlr4cal &I6' Elco Nttaedn 174' Elm Ulbecm 1/4' SS Elm AggmGatar 51167 Elm UOramn 1/4' SS Elw AggieGatm 010 Ste J Scmw (GS) 912 SLml S- IG5) 412 S1e41 Stsew(GS) Edge Disunce(in) 1' 2-1W 1• 2-12' 3.118' 1' 2.17 1' 2.1W 2' 3.118- 2' 0.46- 0.54' 0.324' Embadmmi 0n): 1314• 1.3/4' 1-3/4' 1314' 2' 1.1/4' 1.1/4' 1-114' I -lie 1.1/4• 1-11C 2- I ve, 1-318, larba 2 Anplrom @ 4.75' Mn. O.C. / SWnOmd of Ofspt Clip (Fig. 1): 390 U. 3901. 460 mi ago los 16441bs 270 is.1 2801os 354 Ios 740 Ws 3741m G641W 946 His 341 We 442109 660 ms 4 Amhom ® 1.1S' Min. O.C. I Standard (of Offset) Cllp rig. 2J 4801bs 700 IM WA WA WA WA 3801os WA WA WA WA WA 6821bs 885 ft. 11201os 4 Anclnm ® 3' Min O.C. / (2) 2x5 Angle Clips I (Fig. 3} 780 Ibs 780 to. 680164 15601bs 1696 Its 5401bs 56D to. WA 260 Ibs 7481W B80 Its 1892 ms W2 Its 81151b4 1120 Its 4 Anclsas W 0.54- Min. O.C. I UClip, Intc.100' AWm. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1267 Ms I A W I FLBp (Fig. 5i 195 Its 195Its 225 Its 4451bs a22 lot 135 Ids 140 Its 177 Ids 3701bs 187Its 33210.s 473Ibs 1701os 721 los 2901os 2Anchcm @ 1.15• Min O.CJ FCllp (F7 .6j 240Iss 350 Los WA WA WA WA 1901b4 WA WA WA WA WA 341 Im .21Ls 1 9601os USE THIS SHEET FOR Ix CLIPPED MULLIONS ® USE RECTANGULAR LOADING FOR ALL TEE OR� CROSS CONFIGURATIONS, a? AND ALL ASSEMBLIES o CONTAINING A rn SINGLEIDOUBLE HUNG WINDOW. USE TRAPEZOIDAL ITRIANGULAR LOADING Z FOR ALL OTHERS. O t rvrtmuu4: (DP-) X / ANCHOR CAP.,„„,,,,ANCHOR 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. X nn t2l FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2, STANDARD CLIP SHOWN): � TABLE NOTES: • . 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. L 111111/f 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \.) LYNV �i FIGURE3: ': t*pN ...........lee40 ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.�� 10ENgp CUP MUST SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �' x BE USED SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. X : t0u. 58705 -_ IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND - / _ GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL -13 •'• `' . J S 4/ FIGURE 4: FIGURE 5: FIGURE 6: 2 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE ��O S t TE F \� • 6063-T5 AND SEA MINIMUM OF .100° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND4' • LORk .045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THICK AND A36. ALL % • •.... •. • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 'i7SS/ONAL • 910 & 012 ANCHORS INTO WOOD MAYBE STEEL 1" S.S. OR 410 S.S. 1.25' X 3.94' X.624' A. LYNN' MILLVR, P.E. MULLION FL P.E.# 58705 t250' 1.250' 1,250" 3. 3.250" 3.260" .100' .100"00' .100.624'4' -i .820' 11 -1 .820' F- --1 .820" 1..-.. 1.25*X 3.25"X.100' 125'X 3.25'X.624' 125'X3.94'X.624' MULLION MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. 600E-T5 ALUM. X-SECTION XSECTION X-SECTION 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 PRODUCTS FRAME DEPTH. 3) REFER TO SHEETS 6.8 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TRIANGULARITRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT') FROM TABLES 2A THROUGH 4A, ON SHEETS 6 THROUGH 8 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/FT') FOR THE OPENING OBTAINED IN STEP 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. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT') 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 (LBSI ) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/F P) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. .125' STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION I 125' 740' I .t2s• 2.125' ucuP I 6063•T6 ALUM. X-SECTION .125•r USE THIS SHEET FOR CLIPPED MULLIONS L2X5ANGLEGLIP 2.000' ALUM. ECTION .125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE TABLES 28-413 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER = ANCHOR DIAMETER 1/16 . 5.500" 3.125' CUTHERETO f-,375' .375' -� _ CREATE F-CLIP, SEE MIN. I I DETAIL F. SHEET4 rC 375' I I I I I I I I I I I I 1 I I I 1 I}I i i F i I I I F ---� - I I I I I I I I I I 1 I I I I I I I STANDARD CLIP U-CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOFVIEW TABLES 2B-48 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER = ANCHOR DIAMETER-1116'. .375'\ I .375' MIN. I I I 1 1 I I I I 1 I I I i I I I I I i I I I I 3.25' I I I I I 1 I I H 1 I I I 1 I I I 1 ` I G OFFSET CLIP .125' 6063-T6ALUM. TOPVIEW TARI F 11 CENTER OF r______-_ t___________1 ANCHOR HOLE I I MUST LIEWITHIN I I THE DASHED I BOUNDARY. SEE 1 TABLES 2B-4B I i FOR THE F I -------- ANCHOR O.C. I I DISTANCE. I I MAXIMUM ANCHOR HOLE I I DIAMETER= ANCHOR ---------------------- DIAMETER - 1116% 2X5 ANGLE CUP 6083-TG ALUM. TOPVIEW TARI F r! Dimension Value (in) ForMullion: F 2.250 1.25' X 3.25- X.100' Aluminum Tube Muuion G 0,750 H 1.500 F 1.938 125'X325' X.624' Aluminum Tube Mullion G 0.500 H 1.438 F 2.625 1.25- X 3.S4- X.624' Aluminum Tube Mullen G 1.125 H 1D .50 Mull Dimension (sheet 0) PGT Part# Mullion I Sid. Clip I Offset Cllp U-Clip I Angle Clip 1.25'X3.25'X.100-(5) 20160 6661127M 6661124M 6662At2M 6665t15M 1.25' X3.25' X.624' (6) 20161 6661128M 686l125M Eli 1M 88651,F 1.25' X3.94' X.624- (7) 20162 16661117MIARA119AMI666241M 666517M MIN. IN. ittllllll/! A .....TNN 4f ` Q. ,.• ViCEN�F •., �FP i No. 56705 '. X ORION ONAL EN A. LYNNThILLER. P.E. FL P.E.# 58705 3/12/2018 Building Code Online BCIS Home Log In User Registration [ Hot Topics di l a P 4 a Product Approval USER: Public User :* -V <n Product Approval Menu > Product or Application Search > Appl 0 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Surcharge Stats & Fads Publications FBC Staff i BCIS Site Map Links Search > Application Detail FL331-R13 Affirmation 2017 Approved PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE . Validation Checklist - Hardcopy Received Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 a I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building CWe c0 -,;5 Documentation from approved Evaluation or Validation Entity Yes : i No N/A https://www.floridabuild ing.o rg/pr/pr_app_dti.aspx?param=wG EVXQWtDgtsZzB 6Yva/e2bq n W dj pd N KCrtS CvfHTBtOc50%3d 1/2 3/12/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option A 11/07/2017 11/07/2017 11/09/2017 k { FL # Model, Number or Name Description —-.... .............. ----- 1331.1 .... - --- CD-290 ---- - -- ----------__- _---------1 ( Aluminum Hinged Door { Limits of Use Certification Agency Certificate ( Approved for use in HVHZ: No FL331_R13_C_CAC _FD-290 Certification.pdf Approved for use outside HVHZ: Yes ' Quality Assurance Contract Expiration Date { Impact Resistant: No 09/21/2018 k Design Pressure: N/A Installation Instructions Other: Please see the Installation Instruction for design FL331_R13 I_FD-290.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 { Created by Independent Third Party: No j Evaluation Reports i — -- -- R13^AE_FD den E Third Party: Created I Created by Independent Third Party: No N 331.2 FD-5455 , Vinyl French Door & Sidelite/Transom ... Limits of Use -_--...__..._..._.._.. --------..._.._.... _....... _-._....---.._..._.+...._...... ..... —--..._._... - .._ _.... i Certification Agency Certificate Approved for use in HVHZ: No FL331_R13_C_CAC Certification FD 5455.pdf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: No 105/21/2020 I Design Pressure: N/A i Other: Please see the Installation Instruction for design Installation Instructions FL331_R13_II_FD-455.pdf I pressure, size and anchorage information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 i 455 Series. k Created by Independent Third Party: No j Evaluation Reports { FL331_R13_AE_FD-455 Evaluation.pdf 1 Created by Independent Third Party: No 331.3 FD-5555 Vinyl French Door & Sidelite/Transom Limits of Use f Certification Agency Certificate Approved for use in HVHZ: No i FL331_R13_C_CAC_Certification FD 5555.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/21/2020 1 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331_R13_U_FD-555.pdf pressure, size and anchorage information. Also known as the !' Verified By: A. Lynn Miller, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R13_AE_FD-555 Evaluation.pdf Created by Independent Third Party: No Contact Us :: The State of Florida is an AA/EEO employer. Copydgh Under Florida law, email addresses are public records. If you mail to this entity. Instead, contact the office by phone 455.275(1), Florida Statutes, effective October 1, 2012, lice one. The emalls provided may be used for official communica address, please provide the Department with an email addre slack r3ext Phone: 850-487-1824 :: Privacy 51atement :: Accessibility Statement :: Refund Statement to not want your e-mail address released in response to a public -records request, do not send electronic - by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section sees licensed under Chapter 455, F.S. must provide the Department with an email address If they have on with the licensee. However email addresses are public record. If you do not wish to supply a personal s which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please cllck here . Product Approval Accepts: M , - . gg_ zChack Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgnWdjpdNKCrtSCvfHTBtOc50%3d 2/2 GENERAL NOTES: SERIES 555 LARGE & SMALL MISSILE, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'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 ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1W SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 3D# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 7) 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 DOOR, SIDELME OR TRANSOM. 8) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 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 RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% 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 FLORIDABUILDING CODE FOR CORROSION RESISTANCE. 9) ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PERTHE FLORIDA BUILDING CODE. 11) REFERENCES: TEST REPORTS FTL-7393, 7396, 7402, 7403, 7404 & 7418 Product Size OP Cenl6cetlon # Mullion 96" +1-70 pet 190.1010. 278 Door 38-W4" x 96" PO +/-70 psf 190-276. 277, 76' x 96' 1009 Sldelite or 40" x 111" 190.274, 275, Transom 111" x 40" +1•70 sf p 1006. 1007 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Group Anchor Substrate Min. Edge Min.Distance Embedment A 3/16' Elco Ultracon Ungrouted CMU, (ASTM C-90) 1" 1-1/4" Ungrouted CMU, ASTM C-90) 2-1/2' 1-114" B #10 Stetoel SMS (G5) #10 S.S. SMS #10 18-8 S.S. SMS P.T. Southern Pine (SG=0.55) 1/7' 13B" Aluminum, 6D63-T5" 5/16" 0.0713" (14 Ga) Steel, A36" 5/16" 0.056" Steel Stud, A653 Gr. 33` 5/18" 0,056" (16 Ga) 3/16" Elco Ultracon P.T. Southern Pine (SG=0.55) 1/2" 1-318" Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" Concrete (min. 2.85 ksi) 1" 1-318" 1/4" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-114" #12 Stetoel SMS (G5) #12 S.S. SMS #12 18-8 S.S. SMS P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Aluminum, 6063-75' 3/8" 0.0713" (14 Ga) Steel, A36" 3/6" 0.056" Steel Stud, A653 Gr. 33" 3/8" 0.056" (16 Ga) C 1/4" Eloo Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/6' Grouted CMU, (ASTM C-90) 2-112" 1-3/4" Concrete{min.-2,85-ksi)— 1= 13/8" 114" Elea 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1" 1-314" Ungrouted Cl ASTM C-90) 2-1/2" 1-1/4" IM" Elco 18.8 S.S. Aggre-Gatcr P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.27 ksi) 1-112" 1318" Ungrouted CMU, (ASTM C-90) 4" 1-1/4" D 114" Eloo Ultracon Concrete (min. 2.85 ksi) 2-112" 1-3/8" 1/4" Elco410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 13/4" - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TARLE 2' Type Description Where # Used: 1 1-W16" Lams. IG (1/8" T-11/16" Air -1/8" An -.OW PVB -1/8" An) Door 2 1-3/16" Lams. IG (3116" T- 518" Air-118" An -.09O' PVB -1/8" An) 3 13/16" Lanni. IG (VB" T- 9/16" Air- 3/16" An - .090" SG - 3/16" An) Side)ite & Transom 4 13116" Lanni. IG 3116" T- 1/2' Air- 3116" An - .090' SG - 3/16" An 5 1.3116" Lami. IG (1/8" T- 9116" Air- 3/16" An -.090" PVB -3116" An) (SLT/TF2) 6 1.3/16' Lams. IG (3/16" T-1/7' Alr - 3/16" An - .090" PVB - 3116' An) SG = DUPONT SENTRYGLAS® INTERLAYER BY E.I. DUPONT DENEMOURS & CO., INC. GENERAL NOTES......... .................. I ELEVATIONS .............-.................... 2 GLAZING DETAILS ..... _............. ..... 3 DESIGN PRESSURES ..................... 4-5 SIDELITE/rRANSOM ANCHORS.... 45 INSTALLATION ................................ 6.8 EXTRUSION PROFILES' ............. "9 PARTS LIST ..................................... 10 CORNER DETAILS..........- ..............10 HARDWARE DETAILS ............. ....... 11 e a n zLL NLL t�D W 2 02 m of o W m Y Y C �> OO v � z a z 55 0 z Q K O ®; O za LU W 0 LL � LL J W -} U z Z. ��1 ;•? _ ^ �r U o ,Gr •. Sct � Z. A. LYNN MILLER, P.E. REA 58705 37-9116' 38-314" —�{— MAX. SLAB (38.79') +i WIDTH MAX I 96' / MAX. Xi SLAB HEIGHT MAX. SLAB (ALL DOOR HEIGHT CONFIGS.) TYP. DOOR SLAB X 76' MAX.—�{I 40' -+{ 1'MMAX ULL I. I� TM OIXXIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 1 N HE OR' EXAMPLE CONFIGURATIONS 40' 8-314. 7rl-6' MAX. —+{ ®k p. � 31l" MULL r 40' MAX. GLASS 4D' MAX. GLASS TYPES 3 8,4, -+{ TYPES 3 8 4, I 36 MAX. 5& 6. TYPTYPES ES P S 5 6. i- 98-718' MAX DLO 1` GHT 3 ADTH LL, / 111' MAX. HEIGHT OR WIDTH 106.1/16, MAX. DLO // � 11, // 40" -►{IIIIL�. 38,314 -II-�- MAX 1"MULL --�•! .MULL / / I ..O OIXIO RAILS (NARROW STILES AND WIDE E� RAILS SHOWN ON SIDELITESI 40' MAX. HORIZONTAL y� 38-314' MULLIONI I MAX I 40" +F. MAX I TYP' i-- 1" MULL 96' MAX. VERTICAL MULLION LENGTH SINGLE O SINGLE O OIO (ADDITIONAL MULLED (WIDE STILES AND WIDE (NARROW STILES AND NARROW LITES ALLOWED) RAILS SHOWN ON SIDEUTESI RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAYBE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1• FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96- IN VERTICAL APPLICATIONS AND 4(' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE 8 TRANSOM) I'MULL j O/X WITH HORIZONTAL MULLION LNARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) O w- N J p .(9 —a O. Ll. Z Lo ^ LL co m Ur �_ LL U 02 °0 F' co (e �ht0 w o (5 0 � Z a: Z �. U) Z o Q¢ O tt O 04 m ® O O j P-43 0 U LL Z O F Z a Z w O LL J Lo K 5•- 9 u Q X o > �•. Lam.• •�lt�� • fit..' i D' -- _ '•. Gl is :' ,, 'i tlltl;. A. LYNN MILLER, P.E. P.E.#58705 DOOR SIDELITE & TRANSOM GLAZING DETAILS I GLAZING DETAILS 1-3116' NOM. GLASS STACK -}.�- I � _ LAMINATED GLASS STACK GLASS 13/16' NOM. GLASS STACK LAMINATED � GLASS STACK GLASS 1.3/16" NOM. GLASS STACK _ 6" LAMINATED GLASS � GLASS STACK A/8" ANNEALED GLASS 3116' ANNEALED GLASS �.-3/16" ANNEALED GLASS 11/16'AIRSPACE .090"DUPONT ./ BUTACITE PVB 9116'AIRSPACE .090'DUPONT SG 112-AIRSPACE 090"DUPONTSG 118" TEMPERED GLASS �� r--a/8'ANNEALED GLASS I 1/8' TEMPERED GLASS 3/16' ANNEALED GLASS 3/16' TEMPERED GLASS,,3/16" ANNEALED GLASS 11176' LASS BITE 14 11/16' GLASS BITE 14 11/16' GLASSBITE EXTERIOREXTERIOR ;394042 GLASS TYPE 1 3 39 40 �41 GLASS TYPE 3 42 EXTERIOR /L-39 40 41 42Ocl GLASS TYPE 4 j 0 � N n to = LL LL m O V X S2 o ~o W m 0 Y h > 0 0 Z 0. Z v elan O �— �. aG ui +[J d Off�Ma 1-3/16' NOM. GLASS STACK - 5/16" LAMINATED I GLASS STACK -1/8" ANNEALED GLASS 5/8' AIRSPACE .D90' DUPONT --��BUTACITE PVB -118°ANNEALED GLASS 3/16' TEMPERED GLASS 14 ( j tuts• 1.3N6' NOM. I GLASS STACK 7/16' LAMINATED GLASS STACK 1 3116' ANNEALED GLASS 9(16' AIRSPACE .090' DUPONT BUTACITE PVB •-3/16'ANNEALEO GLASS 1/8" TEMPERED GLASS-,, i I I 14 I 1-3/16' NOM. GLASS STACK 7/16" LAMINATED I GLASS STACK 3/16' ANNEALED GLASS 1/2' AIRSPACE 090° DUPONT ----BUTACITE PVB 3l16'ANNEALED GLASS 3/16' TEMPERED GLASS ' 14 0 Z Q 1% O S L) W LL. j 511 Q W Z •asaG LL 0 M IaayS rn I, I, I- a �S 0 ILL sayaS .~\' . •', `C•,L ^:' •'.•'r ;`t .�• Lix GUSS BITE DIS BITEGLASS BITE3R EXTERIO39 40 42R 39 40 EXTERIOR 75- k�239 40 42 41 41 41 GLASS TYPE 2 GLASS TYPE 5 GLASS TYPE 6 2. ' • "Lv=+1v:'.'' �. ;:: SG = DUPONT SENTRYGLAS ® INTERLAYER BY E.I. DUPONT DENEMOURS 8 CO., INC. A. LYNN MILLER, P.E. P.E.# 587D5 SINGLE DOOR DOUBLE DOOR INSTALLATION INSTALLATION N M 4 MAX 4 I r� L 1 CTRAGAL LUSTER - 9-1rz' 9' MAX. 9.10 MTAX '7}MAX. r I �• CENTERED r r I ''j j BETWEEN CENTERED r ANCHORS i BETWEEN I I CENTERED I HINGES i BETWEEN SEE' HE NGES SEEi NOTE 1; i 12' O.C. NOTE 11 I I MAX. CENTERED I CBETWEEN I BETWEEN i i I HINGES N,, i •\ HINGES \ / '� CENTERED I L_; ; ,'� BETWEEN �i i jL •'� 1�• L 9� ANCHORS 1a^ L l ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD X XX (USING ASTRAGAL) TART C A• TABLE 3: DOOR DESIGN PRESSURE +1-60.0 PSF Glass Type 1 +1.70.0 PSF Glass Type 2 SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION (010, 01010, ETC.) (40, OIX, XIX, 01X10, XIOIX, OIXXIO, ETC) 4•O.C. MIN., SEE TABLE 4, -- SEE MULLION CLUSTER - - SEE MULLION CLUSTER THIS SHEET, A' ' BELOW /' DETAIL BELOW FOR QUANTITY, ,7DETAIL i i SEE TABLE 1. 1 ATTACH DOORS AND r '� SHEETIFOR SIDELITESTOTHE I TYPE MULLION AS PER f _ THE INSTRUCTION I I I I OF THE INDIVIDUAL ' 1 DOOR OR SIDELITE 1 i I s I I TABLES: VERTICAL MULLION I I I 96' MAX. > MULLION LENGTHIN / I 1 I I i DESIGN P RESSURE I I r I VERTICAL I I � APPLICATIONS I SEE I I +1.70.D PSF I I I I NOTE 1 I I I I I 1 1 I I I SIDELITE SIDELITE SIDELITE DOOR XX Door. Astragal Cluster Anchors Required LH Hand & Sill Door Width (n) 48 60 72 76 4 m to m 8 m O o P tp o atn� � � up�.c�'�P� to o= `o e ae ` a`0 `2 `0 `(9 80 4 4 1 4 1 5 1 4 1 5 4 4 96 4 5 1 4 1 6 1 4 1 6 5 4 SAME AS HEAD SAME AS HEAD MAX. MAX ` 11•MULLION 6• ` ,1'MULLION ' MAX. 4'O.C. MIN.I I 6' 14'O.C.MIN. 4. O.C. MIN. f jI 4' T`—44'O.C. MIN. f 11 I 1 1 I I�r I 1- 1 FSIDE- SEE TABLE 6, ISVE SEETABLE8. THIS SHEET, ---THISSHEET, FOR ANCHOR FORANCHOR QUANTITY. SEE DOOR QUANTITY, SEE TABLE 1, SHEET '� i TABLE1.SHEET 1 FOR TYPE 1 FOR TYPE TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, - SIDELITES & - TRANSOMS TO THE ` — r MULLION ASPER THE INSTRUCTION - r _ 11'MULLION OF THE INDIVIDUALTRANSQR4 ``1r 6' I HORIZONTAL -� -' f MAX• i MULLION APPLICATIONS r1 I 9-12' ALWAYS REQUIRE L-----�-7 — r_• r TWO(2)ANCHORS TABLE 7: DOOR OR -'- (TYPE A-D) AT EACH HORIZONTAL MULLION SIDELITE _ - MULLION END. DESIGN PRESSURE +/-70.0 PSF —J 40' MAX. MULLION LENGTH r� T IN HORIZONTAL APPLICATIONS Anchors Ra4uired for a Vertical Mullion (each mullion end) Door or Sidelnertransom Width 0n) 12T 24--7 32 38--3/4 40 Munion Hei2b Pn) an Su U eu a e Zreo Z� m a U m m U m Door B0 WA 2 1 2 2 1 3 12 1 WA WA WA R 1 2 1 2 2 1 3 2 1 3 2 1 STATR ae WA 2 1 3 2 1 3 3 2 WA WA WA 1 2 1 5 2 1 3 3 2 3 3 2 FOR'OIXXIO- AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THEFRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1. SHEET 1. FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3116- FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE. ON AN -XIO-CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1- FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES. SEE SEPARATE NOA. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP. 4) FRENCH DOOR MULLION IS LIMITED TO 96• IN VERTICAL APPLICATIONS AND 40- IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDEUTEnRANSOM OR MULLED ASSEMBLY 61 FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. z` > Y y Aaa n � y O N r` alao O rn 04 N r/7 0__M LL �aLLZ LL43 0 WC Uj x10 o o om f m 0 t 0Mo n Op �z az 0 LL O Q IY .- '° O lL laags ® # :) CO U (0 Z 6 W of o W D- U- Z 10 re J O uu1•) U ; 0 U- '.`\\1�4 .elf.. .Sg .•,4!` AT 5 LJf` A. LYNN MILLER P.E. P.E.# 58705 SIDELITE/TRANSOM INSTALLATION (0) 28. O.C. MAX. IF SHORTSIDEIS 0'OR LESS --- �--� j- 23.12' O.C. MAX. - I I OVER 4U'F SHORT SIDE IS 26' O.C. MAX. IF SHORT 0"OR LESS �---- 23.1/2' O.C. MAX. Q�� SIDE IS --------------- i, 28- O.C. MAX. I SEETABLE10, I SHEET 6 r-0R I I I 28' O.C. MAX I I I I SEE TABLE 10. I SHEET 6 FOR IF LONG SIDE IS' I , I ANCHOR IF LONG SIDE IS' I I I I I I I ANCHOR TABLE 8: 40" OR LESS I I QUANTITY, SEE 40" OR LESS I I I I QUANTITY, SEE WINDOW DESIGN PRESSURE I ITABLE 1. SHEET 1 FOR ANCHOR TYPE. I I I �I I I I I I I I I I TABLE 1, SHEET 1 I I FOR ANCHOR I TYPE. +f-70.0 PSF All Glass Types 1 I I I I I I I 1 I i I I 23-12" O.C. MAX. I I I I I 23.12' O.C. MAX i I I I NOTES: IF LONG SIDE IS I I I I IF LONG SIDE IS i 1) NARROW OR WIDE STILES AND RAILS MAY BE OVER 40' i i i I OVER 40' I I I I I I I I MIXED WITHIN THE SAME SIOELITIETRANSOM OR MULLED ASSEMBLY. I I I (LONG SIDE) r____'--------- 12- MAX (LONG SIDE) 2) SIOELITE/rRANSOM MAY BE ASINGLE. STAND-ALONEUNIT- 6°-MAX 6_MAXM MAX --I ----------) �"I-I..- III 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NI AVAILABLESHORT OR LONG DIMENSION. (SHORTSIDE) — 1--f- (SHORTSIDE) (WIDE STILES AND WIDE (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) Sldelitefrransom Anchor Quantity Long Side pn) 68 70 72 78 78 82 84 BB 92 96 98 1D4 108 711 $mm mamm m¢ ¢ ¢ m $$$ ¢ 13 ¢ $a m ¢ a m $n ¢ $a m `on ¢ $a m `on _� a ¢ 5� `o m 5g� ¢ $ ba 5 ¢ `on �'6 a `mn ¢ $c S'ti�_��ee 'd $n ¢ $ ba o`n ¢¢$` $n ��¢ $n 8 g� O ¢ O ¢ (7 O ¢ O ¢ (8 (0 e ¢(7 a a' ¢O¢ (7 (7 ¢(0¢ CO =e ¢ O �e Q O �e C0 � (9 �e ¢ [7 �e ¢ (7 �e O¢ �� e �e �e �e O O ¢ O24 e jSlda 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2e 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 5 6 e 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2-2 2 2 2 2 2 2 2B e 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 de 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32 e 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 6 6 5 6 5 6 5 7 5 7 5 5 7 6 8 6 de 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 e 4 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 m Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38Jl4 Long Side 1 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 Short Slde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 j 40 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 8 5 8 5 8 5 5 9 6S O J N J V; z LLLL <0 As LL LL S W V UO X- o w - I- W m O C M pp CD > O 0 p�j z D z (A w LL O 1= z O 1O ®� o° Z) ,aays = 0 Z Z z I < w 0 z aro S a O LL ~ of � t aH1 'osap saua5 `: t711111I11/:/ yk A. LYNN MILLER, RE P.E# 68705 EMBEDMENT 1/4' INSTALLATION MAX. SHIM 23 OPTION 'I EDGE 16 INSTALLATION ANCHORS DISTANCE j INT02X WOOD. TYP. ANCHOR TYPE, EMBEDMENTAND 71 EDGE DISTANCE PER 1}I SUBSTRATE, SEE -- TABLE 1. SHEET 1. I 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 C FLATHEAD SMS, SEE TABLE 1, SHEET 1. 72 EXTERIOR 15 70 2X WOOD BUCKSTRIP OR FRAMING, SEE DETAIL A� NOTE 2, THIS SHEET ALSO SEE BELOW EMBEDMENT M/ INSTALLATION 1MAX. ?- SHIM 23 OPTION 2 ' ° • SHIM EDGE EDGE 16 INSTALLATION ANCHORS DISTANCE DISTANCE DIRECTLY INTO MASONRY. , TYP. ANCHOR TYP. ANCHOR TYPE, a 29 TYPE. EMBEDMENT , EMBEDMENTAND AND EDGE EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SEE ° SUBSTRATE, SEE • TABLE 1. SHEET 1. TABLE 1, SHEET 1. , 1 ANCHOR PER HINGE ' TO BE THROUGH SUBSTRATE.MIN. 3116' FLATHEAD •' ° ULTRACON, SEE '• 26 5 EXTERIOR 14 15 CONCRETE/ , TABLE 1, SHEET 1. PER ANCHOR 10, REQUIREMENT 17 DETAIL6 ALSO SEE ABOVE DETAIL CQ INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12•. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2X' ARE 1-1/2'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. EXTERIOR V O J -J z IL Lo LL � Fa .. a a ILL i W U O 2 1 •-N pra F-W m0 C ^> OO v 1 w O Qc UL O n ® rn O aauS j Z Z Q W alu>S � !L QZ J nO O Z all1 N z '>sap O sa;,a5 } �[4 6 ITS is cv..: .:, . •� •• ST-TE OF ,L: �7 A. LYNN MILLER, P.E. P.EA 58705 EXTERIORID % 35 L 1' FRENCH DOOR MULLION TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DOOR VISIBLE LIGHT WIDTH (DLO) / EXTERIOR INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. DETAIL INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. • 1@' MAX SHIM EDGE DISTANCE •• I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I SEE TABLE 1, I SHEET 1. •• CONCRETEICMU • • ' PERANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. INSTALLATION NOTES ' - 35 EXTERIOR DETAIL V SIDELITE/TRANS DOOR FRAME WIDTH TYP. ANCHOR TYPE, DETAILv 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2X' ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR. SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR. SIDELITE. TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 1/4• MAX SHIM EDGE DISTANCE TYP.ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE I TABLE 1, SHEET 1. APPROVED MULLION (SEE SEPERATE APPROVAL), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET ZJ L w, LL ow As LL LL UU X� o pMr Vw mO C �> OO v z n: Z ° z a IL O � ®m o O ,a� = N U Zo z ¢ LL W D: w O LL �7 tD U Z U) 0 j Z A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. _ EDGE 1X BUCKSTRIP INTO MASONRY. EDGE _ DISTANCE DISTANCE r 2X WOOD n CONCRETE a BUCKSTRIP - �'— �� _ 38 O 16 PER ANCHOR ORFRAMING, i� C© �.l REQUIREMENT • a EMBEDMENT SEENOTE 2, EMBEDMENT ! li--J THIS SHEET 1X WOOD 1X WOOD BUCKSTRIP, SEE BUCKSTRIP, SEE NOTE 2, THIS SHEET. _O NOTE 2, THIS SHEET.MAX SHIM 1/4' MAX SHIM 17 _ 18 25 I U 1 10 `18 I > TYP. ANCHOR TYP. ANCHOR TYPE, EMBEDMENT TYPE, EMBEDMENT 16 AND EDGE AND EDGE 29 DISTANCE PER DISTANCE PER n TYP. ANCHOR SUBSTRATE, SEE 35 SUBSTRATE,SEE ' TYPE, EMBEDMENT TABLE 1, SHEET 1. TABLE 1, SHEET 1. AND EDGE DISTANCE PER I W c a a SUBSTRATE, SEE B /3 >" TABLE 1, SHEET 1. I O DETAIL(D B Q n to aiaa O 10 I 04 N in EXTERIOR 33 _DETAL O J -- p - -a- - -_— Z U- C4 LL a vaap LL ' UU T TRANSOM X2 ~ W m O C �.uo ! DOOR 14 15 WINDOW FRAME n 7 0 YO J O VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z D- Z v to `- DETAIL\H HEIGHT (DLO) HEIGHT(DLO) Z OLL 41 a co DOOR O LI 33 FRAME ® ' O O a Ia 45 HEIGHT p M EXTERIOR U ZO Z 2 (� a�oas INSTALLATION NOTES: Y" LL W Q 1) USE ONLY SUBSTRATE ANCHORS LISTED ON EXTERIOR DETAILQ DETAIL O LL J u`Oi -APPROPRIATE i w TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE Y I. - LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON INSTALLATION TYP. ANCHOR j co LL ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. I ' TYPE. EMBEDMENT I OPTION 2 I I AND EDGE apt 'osap sal.ay . . . `� 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE I INSTALLATION ! - DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X INSTALLATION ANCHORS DIRECTLY WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 TYp, ANCHOR INTO MASONRY. ( _ 29 SUBSTRATE, SEE TABLE 1, SHEET 1. •• Ssti� • '�,�� is �� DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS-2X* ARE INSTALLATION ANCHORS TYPE, EMBEDMENT ,. , ^ ,1�� i.E • �• 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD. _ 7GGIII AND EDGE 1 1f4' MAX. SHIM OR ••'', •. •'. -M ' _ OF WOOD BUCKS HAVING JURISDICTION. 24 24 DISTANCE PER 3,4 KSI NON- SHRINK. tr' APPROVED BY THE AUTHORITY 3) FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER 2 M SUBSTRATE, SEE TABLE 1, SHEET 1. NON-METALLIC GROUT - FULL LENGTH v •'•, `" (� S j�` SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE _O 6 •' t FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENGTH 1f4' MAX. SHIM S '-�� •' 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, r' • ,'L.^t'�:�1: •'• •'J SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE �---� EMBEDMENT CONCRETE PER a EMBEDMENT'. f -`> `'�•�y'J��. -``: SYSTEM. 2XWOODBUCKSTRIP OR FRAMING, SEE —_ ANCHOR • o r/' , i t t\I 't' f REQUIREMENT , _� : NOTE 2. THIS SHEET EDGE DISTANCE �,-�—�-{ EDGE DISTANCE -T+ ►{ A L MILLER, P.E. RE 58705 4.565• I 3.925' 1.000' sL_l Ej E3 j s: OFRAME HEAD & JAMB ? O FRAME SILL #20000, Cellular PVC #20001, Rigid PVC �••�. 1.503' 1 .080' JP7 3.564" --j 1.075' Fes--' 5 HINGE STILE REINFORCEMENT #20013,6063-T6 1.994" -+ 1.359' .062'4 - 8 IN 13 ASTRAGALCOVER #20004, Rigid PVC -1+{ .632' r� .386' .050" --1 7 SINGLE DOOR 20 ASTRAGALCOVER #20012, Rigid PVC 1.500" ►1 91, .080' -Tni 3518' ---1 .888- F-- OTOP & BOTTOM RAIL REINFORCEMENT #20014,6063-T6 28,• 060' 14 BEVELED BEAD 420005. Rigid PVC .278" .080" 4.922' -� r-- rE 1. i 50* OPANEL RAIL & STILE #20002, Cellular PVC �+- 2.488' 2.146' � I ,761' T JLjq I 3.518' 3.518' .080' f -'I 1.075- F+- 7 PANEL STILE REINFORCEMENT #20015,6063-T6 f-- 226r --•{ T.5-672 g 04 1.457' } 075' OSIDELITE ADAPTER #20003, Rigid PVC 3.079" - .182' 7' -r .374' 4.561' D.100' .080' 3.918' -�{ 1.075' F-- ---1 1.075' Fr- --1 1.000' F- INACTIVE 1' FRENCH OACTIVE ASTRAGAL O ASTRAGAL 1 DOOR MULLION #20016, 6063-T6 #20017. 6063-T6 #20022. 6063-T6 1 1258" 1450* 2j1' 7 610' O1560• OGEE 6FRAME SC BEAo 16 COVER #20006. Rigid PVC #20007, Rigid PVC V.54Vr- -P..935' .50L0' n �(((!!!�- .062- .191- J ANCHOR 22 SILL CAP 23 PLATE #19009, Rigid PVC #19031, 6063-T6 �-•�- 2.285' ---1 1 .723' -�{�►- .063" 24 THRESHOLD CAP #20020, 6063-T6 075' .060" 14 1 � II n .375'I .773' II �{I-�-- .06Y 840- �I^- 1.625' /��J ADD -ON 1" MULLION ACTIVE 17 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER #20008, Rigid PVC #20009, Rigid PVC #20011, Rigid PVC -�' + 1.0tY .930' 1 .200" .050 J i 25OO HINGE TRIM DRIP CAP 26 COVER #20021, 6063-T6 #20023, Rigid PVC e n z O r0 } v e1oQ 0 C7 N N d' u11•, 0-1 - LL: to A8 (L LU WU O2 `o F W m 0 i �> O0 v z OL z v N LL 0 O 0: ® D O 188y a r 2 L) V) z a Z � Z O .7, o LL j cwi ; X LL �lL1i:�a G•1' A. LYNN MILLER, P.E. P.E.# 58705 TARLF In- # PGT Part # Description Material 1 20000 Door 8 Sldelite/Transom Main Frame CellularPVC 2 20001 Door Frame Sill Rigid PVC 3 20002 Panel Stile 8 Rail Cellular PVC 4 20003 Sldelite Adapter RIgId PVC 5 20013 Hinge Stile Reinforcement Alum., 6063-T6 6 20014 Panel Rail Reinforcement Alum., 5053-T6 7 20015 Panel Stile Reinforcement Alum., 6063-IS 6 20016 Active Astragal Rigid PVC 9 2OD17 Inactive Astragal Rigid PVC 10 20022 1" French Door Mullion Alum., 6063-T6 13 20D04 Inactive Astragal Cover Rigid PVC 14 20005 1-1/16' Bevel Bead Rigid PVC 15 20006 14/16' Ogee Bead Rigid PVC 16 20007 Screw Cover Rigid PVC 17 20DOB Add -on Fin(Flange Rigid PVC 18 20009 1" Mullion Cap Rigid PVC 19 20011 Active Astragal Cover Rigid PVC 20 20012 Single Door Astragal Cover Rigid PVC 22 20D18 Sill Screw Cover Rigid PVC 23 19031 Anchor Plate Alum., 6063-TB 24 20020 Threshold Cover Alum., 6063-76 25 20021 Drip Cap Rigid PVC 26 20023 Flings Trim Cover Rigid PVC 28 Fin Weatherstrip 29 1671/3 Frame Weatherstrip 31 714FPT410M Frame-to-Vrde Slab Screw. #14 X1-1/2' Phil. FH Stainless Steel 32 1 7S1O1X IFrame4oNarrow Slab Screw 410 X 1' Phil. FH Stainless Steel 33 7BXl FPT410 Reinforcement Screw. 0X 1" Phil. FH Stainless Steel 34 -710X1FPAX Frame Assembly Screw.. #10 XZ" Phil. FH Stainless Steel 35 714FPT410XW W-W Slab Assembly Screw. #14 X7-1/2•' PhiL FH Stainless Steel 36 7S101X N-N Slab Assembly Screw. 910 X 1" Phil. FH Stainless Steel 37 71420X2.25 N-W Slab Assembly Screw: #14 X24/4" Phil. FH Stainless Steel 39 DuraSeal Spacer 40 62659 SuperSpacer 41 720026 Setting Block, Dum.=85+/-5) EPDM 42 Backbedding: Dow-995 or GE-7700 Silicone 43 /ugon Gas 44 6HL5140 Hot Melt Butyl 47 - 73 see Hardware BOM, Table 9, Sheet 12 201 20033 1 InaclI-Astragal Cap Acetal 91 20035 Active Astragal CaPI Acetal DAYLITE OPENING (DLO) SIZES WHEN USING PART # 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT-12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH ((XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT (XX DOOR FRAME WIDTH / 2)- 11.5 = DLO WIDTH SLT/rR FRAME HEIGHT-12.1 = DLO HEIGHT SLT/1-R FRAME WIDTH -12.1 = DLO WIDTH WHEN USING PART # 4: (NARROW RAILS OR STILES) SLT/rR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/rR FRAME WIDTH -4.9= DLO WIDTH �1111111 I■ DOOR JAMB UUU11 r•ANCL l( / r HINGE STILE Y 70 DOOR PANEL SIDELIUMANSOM JAMB W/NARROW FRAME 30M AME 1 - f r n Ui Y > nab O n 0 u0 a a1o0 O L6 OC*4 v 2 m a- ZIL L LL to w.an lL i UU Xy 6W w W m O Z Oma O0 v �z az U) g � o Ca aCa 0 f m 0 Q hays ® C J i 2 Q Z U W W 0 djeas o IX 0: w } Z W > O0 O ar!!1 '�sa0 sa;.e5 1 A LYNN MILLER, P.E. ` P.E.#58705 , 3/12/2018 Florida Building Code Online fi4„rkf6x.tlauv�' I It - FAME 9�1 BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff f BCIS Site Map Links i Search+ i Ronda � Product Approval pr USER: Public User ktZ:a C:1 31,*cs A Product Approval Menu > Product. or Application Search > App icatlon List > Application Detail C'Y°y 6�" FL # FL22037-RI Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Origin USA, Inc. 771 Commerce Drive Suite 16 Venice, FL 34229 (717) 824-2259 Ben.HaIvorsen@origin-global.com Lucas Turner Luke@TurnerEC.com 3akub Zahradil 771 Commerce Drive Suite 16 Venice, FL 34292 (941)486-4269 3akub.Zahradil@origin-global.com 3akub Zahradil 771 Commerce Drive Suite 16 Venice, FL 34292 (941)486-4269 3akub.Zahradil@origin-global.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E 1886 ASTM E 1996 ASTM E 283 ASTM E 330 ASTM E 331 TAS 201/202/203 Year 2008 2005 2009 2004• 2002 2000 1994 Equivalence of Product Standards https://www.floridabuilding.o'g/pr/pr app_dtl.aspx?param= IzTxxQ5FWUEZ153Q%3d%3d 113 3/12/2018 Building Code Online Certified By Product Approval Method j Method 1 Option A Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval Date Approved 01/22/2018 Summary of Prnrlurtc j FL # Model, Number or Name Description 22037.1 Easifold 3000 Door j Easifold 3000 Inswing/Outswing Swinging/Folding Door - LM Impact HVHZ Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes I LF 22037_B]_C_QAC_NI011886.01-R4.pdf I Approved for use outside HVHZ: Yes j FL22037 R1_C_CAC _NI011886.02-R2.pdf Impact Resistant: Yes i FL22037_Rl_C_CAC _NI011886-R3.pdf Design Pressure: +50/-55 I FL22037_Rl_C_CAC _NI013485.01.pdf i Other: See Certifications, Installation Instructions, and FL22037_R1_CCAC_NI013485.pdf i Evaluation Report for additional details and limitations of use. Quality Assurance Contract Expiration Date 12/31/2019 ! Installation Instructions FL22037_R1_E_FPA-EasiFold-HVHZ-A.pdf Verified By: Lucas A. Turner PE #58201 Created by Independent Third Party: Yes Evaluation Reports FL22037_RS_AE_EvalReport-FPA-Easifold-LM-HVHZ-A.pdf Created by Independent Third Party: Yes 22037.2 Easifold 3000 Door ' Easifold 3000 Inswing/Outswing Swinging/Folding Door - LM Impact Non-HVHZ Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No j Approved for use outside HVHZ: Yes 1 FL22037_R1_C_CAC _NI011928.01-R3.pdf FL22037_R1_C_CAC_NI011928-R4.pdf Impact Resistant: Yes FL22037_Rl_C_CAC NI011929-R5.pdf i Design Pressure: +50/-55 FL22037_R1_C_CAC_NI011930.01-R1.pdf Other: See Certifications, Installation Instructi Evaluation Report for additional details and limitations ins, and L2) 22037 R1_C_C6C_NI011930-R4.pg of use. j Quality Assurance Contract Expiration Date 12/31/2019 I Installation Instructions FL22037_R1_II_FPA-EasiFold-NonHVHZ-A.pdf Verified By: Lucas A. Turner PE #58201 Created by Independent Third Party: Yes Evaluation Reports FL22037_R1_AE_EvalReport-FPA-Easifold-LM-NonHVHZ-A.pdf 1 j Created by Independent Third Party: Yes 122037.3 Easifold 3000 Door I Easifold 3000 Inswing/Outswing Swinging/Folding Door - Non - Impact 'Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No FL22037_RI_C=CC_NI011928.01-R3.pAf i Approved for use outside HVHZ: Yes FL22037_RS_C_CAC NI011928-R4.pdf Impact Resistant: No FL22037_Rl_C_CAC NI011930.01-RI.pdf Design Pressure: N/A j Quality Assurance Contract Expiration Date Other: See Installation Instruction drawings Sheet Design Pressure Chart. See Certifications, Installation 2 for ' 12/31/2019 Installation Instructions Instructions, and Evaluation Report for additional details and FL22037_R1_II_FPA-EasiFold-NI-A.pdf limitations of use. Verified By: Lucas A. Turner PE #58201 Created by Independent Third Party: Yes Evaluation Reports 1 I FL22037_R1_AE_EvalReport-FPA-Easifold-NI-A.pdf Created by Independent Third Party: Yes i3aek Next Contact Us The State of Florida is an AA/EEO employer. Cop. https://www.floridabu ild ing.org/pr/pr_a pp_dti. aspx?param=wG EVXQ% FL 32399 Phone: 850-487-1824 Privacy Statement :: Accessibility Statement :: Refund Statement %2bb8FM2MvU2fsGnlzTxxQ5FWUEz153Q%3d%3d 2/3 3/12/2018 Building Code Online Under Florida law, email addresses are public records. If mail to this entity. Instead, contact the office by ph 455.275(1), Florida Statutes, effective October 1, 2012, one. The emails provided may be used for official commu address, please provide the Department with an email a do not want your e-mail address released In response to a public -records request, do not send electronic or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section !nsees licensed under Chapter 455, F.S. must provide the Department with an email address if they have tion with the licensee. However email addresses are public record. If you do not wish to supply a personal !ss which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M M Credit Card Safe https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wG %2fOHfH90oz%2b%2bb8FM2MvU2fsGnlzTxxQ5FWUEzl53Q%3d%3d 3/3 ORIGIN EASIFOLD 3000 FOLDING / SWINGING DOOR LARGE MISSILE IMPACT, NON-HVHZ 4" [101.6] MAX. FROM CORNERS, TYP. TOP/BOT. TRACKS IF I F mw � 3:N ¢ l0 M p 00x m0 u� N N J J D� W m W J �O I OVERALL LEAF WIDTH VARIES WITH LEAF TYPE: 36 3/4" [933] MAX., TYP., SLAVE LEAF 36" [9141 MAX. MAX. D.L.O. WIDTH, TYP. ALL LEAVES ,y WiMlli'm DESIGN PRESSURE IMPACT RATING RATING +50/-55 PSF LARGE AND SMALL MISSILE TOP/BOTTOM TRACK INSTALLATION FASTENER (SEE TABLE I. SHEET 4) LOCATION, TYP., 2 ANCHORS PER LOCATION. TWO LOCATIONS 3" APART (4 ANCHORS TOTAL) AT HINGE ROLLER (FORK) CENTERLINES (+/-1-). OTHER HINGE OR MEETING STILE LOCATIONS, ONE LOCATION AT CENTERLINE (+/-1-) OF VERTICALS. ONE LOCATION AT MIDPOINT (+/-1-) OF EACH LEAF. willll�ll SAMPLE ELEVATION FOR SECTION CALLOUTS; SEE NOTE 3 BELOW FOR ALLOWABLE CONFIGURATIONS TABLE OF CONTENTS SHEET DESCRIPTION 1.............ELEVATION. GEN. NOTES 2.3.........SECTION DETAILS 4............ANCHORAGE DETAILS, NOTES 5............B.O.M. JAMB INSTALLATION FASTENER (SEE TABLE 1, SHEET 4) LOCATION, TYP., 1 ANCHOR PER LOCATION. ONE LOCATION AT EACH HINGE CENTERLINE (+/-1-). ONE LOCATION AT MIDPOINTS (+/-1") BETWEEN HINGES /0 a H4 w 11 Q� � J w so O O W u� a U f ALTERNATE MULLION JAMB Lucas Turner 2018-01-15 14:43+19:00 GENERAL NOTES 1. THIS PRODUCT, FABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS URGE MISSILE IMPACT RESISTANT AND DOES NOT REQUIRE THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS. 2. THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E1886/1996, AND TAS 201/202/203, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, GTH EDITION (2017). FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. OUTSWING DOORS ARE FULLY TESTED FOR WATER INFILTRATION RESISTANCE WITH BOTH LOW -THRESHOLD SILL AND WITH SILL RISER. INSWING DOORS WITH LOW THRESHOLDS HAVE NOT BEEN TESTED FOR WATER INFILTRATION RESISTANCE THEREFORE THESE DOORS MUST BE INSTALLED UNDER AN OVERHANG WITH A HORIZONTAL LENGTH FROM THE WALL WHICH IS EQUAL TO OR GREATER THAN THE HEIGHT OF THE OVERHANG ABOVE THE BOTTOM OF THE DOOR (A 1:1 OVERHANG PER FBC 1709.5.1 EXCEPTION 2). INSWING DOORS WITH SILL RISERS HAVE BEEN TESTED FOR LIMITED WATER RESISTANCE, WITH FULL WATER SPRAY VOLUME PER ASTM E 331 BUT WITH ZERO PRESSURE DIFFERENTIAL, SO THESE DOORS MAY BE INSTALLED AS ALLOWED BY THE AUTHORITY HAVING JURISDICTION WHERE THE LIMITED WATER TESTING IS DEEMED TO COMPLY, OR WITH A 1:1 OVERHANG AS DESCRIBED ABOVE FOR ANY LOCATION. 3. ALLOWABLE CONFIGURATIONS: SINGLE OR DOUBLE -LEAF SWING DOORS, OR FOLDING DOORS WITH ANY NUMBER OF LEAVES. CONFIGURATIONS MAY BE STRAIGHT DOORS IN INSWING OR OUTSWING OPERATION, OR OUTSIDE 90 DEGREE CORNER DOORS IN OUTSWING OPERATION. STRAIGHT DOORS MAY BE IN ANY CONFIGURATION THAT CAN BE PRODUCED USING ONE LOCKING LOCATION (AT JAMB OR AT LOCKING MEETING STILES) PER DOOR. CORNER DOORS ARE ALL SLAVE PANELS ON ONE SIDE OF THE CORNER MULLION AND ON THE OTHER SIDE THE JAMB LOCKS TO THE CORNER MULLION. 4. THE DESIGN PRESSURE RATINGS AS SHOWN ON THIS SHEET, ARE AS LIMITED BY ASTM E-1300 04/09A GLASS TABLES, AND TESTED WATER, STRUCTURAL, AND CYCLIC PRESSURES. 5. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 C0 FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD SUBSTRATE. 6. INSTALLATION OF IX OR 2X WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A-H.J.). BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR A.H.J. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED, SHALL BE PRESSURE TREATED, WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH 6063-T5. ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER WINDOW MATERIALS. B. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED, SIGNED, AND SEALED BY A FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE -SPECIFIC BASIS. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT. "I' ALTERNATE CORNER MULLION 'Ap10R�4V No 58201 STATE OF ,xz 1/6/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 Z_ U I.G. LLJ N N N z I W (0 N7 N Q 0 af 00 Ld H LL n z 00 0 V) U z ni O w C L d O 0_ O) p 1— Q <('� LL J u 0- z Li LLJ z w U) z LLJ Z _ CD Jo g Q DRAWN BY: LAT DATE: 3/6/2017 SCALE NTS REVISION: A: 2017 UPDATE REVISION: FPA—EASI FOLD — SHEET DESCRIPTION NOTES, ELEVATION SHEET 1 of 5 DR OR DETAIL H1. OPEN -IN HINGE JAMB, REVERSE HINGES (6) AND JAMB (3&4) FOR OPEN -OUT INTERIOR EXTERIOR DETAIL H3. OPEN -OUT LOCKING MEETING STILES, REVERSE PARTS 34 AND 35 FOR OPEN -IN INT EXT DETAIL H4. OPEN -OUT MULLION, REVERSE HINGES (6) AND JAMB (3&4) FOR OPEN -IN INTERIOR EXTERIOR DETAIL H2. OPEN —OUT STILES, REVERSE HINGES FOR OPEN —IN DETAIL H5. OPEN -OUT OUTSIDE 90-DEG. CORNER MULLION IIOR ZIOR No SS201 -a S! STATE OF z;F- 1/6/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JAeARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 z u 113� W � J N N N Z_ I W [O N N o DO U O U 52 U O W O ^ L ^ a (D c)O p H p Q J C) n - Oz LL. W J Z_ W cr) cn zW 0 0 D_ Jo g Q DRAM BY: LAT oA�: 3/6/2017 scut NTS FZMIDN: A: 2017 UPDATE PEVLSbN: FPA-EASIFOLD- LM-NON-HVHZ S M oESrAPMN HORIZONTAL SECT. DETAILS SHEET 2 of 5 Z_ C7 EXTERIOR INTERIOR jEXTERIOR EXTERIOR INTERIOR LL 7 0 18 2 1 g N N 20 7 zpN 19 2 1 aU(flMN 00 20 19� W I0 t 18 17 ZUON7 rz23 21 17 44 O U W >INTERIOR 21 ry O- O O Q F— 0 DETAIL V1. OPEN -OUT TOP DETAIL V2A. OPEN -IN BOTTOM DETAIL V213Q. OPEN -OUT LOW � TRACK, REVERSE TRACKS (17 TRACK, REVERSE TRACKS (17 THRESHOLD BOTTOM TRACK, � a- AND 18) FOR OPEN -IN AND 18) FOR OPEN -OUT REVERSE TRACKS-(-1-7-AND 1-8 O Z FOR OPEN -OUT LL_ CD LLI J Z w cn 14 AT MIDDLE HINGE LOC. c CD L> J o g � o 6 7/16" LAMINATED GLASS Q Q J - Cm t5 33 1-1/8" I.G. CONSISTING OF: J LL_ 0" o M CO 0 Q 3/16" FULLY 3/16" HEAT STRENGTHENED + 0 0 10 0 TEMPERED .090" KURARAY SENTRYGLAS tip�Eln✓I+lrtp OR^N'�+ Rr. I ~4 INTERLAYER +4t LAT M o a o S/S LEVER HANDLE GLASS GAP 3/16" HEAT STRENGTHENED ��G�S C'E;:BSc G,Q�r DATE- GAP Inp CARDINAL XL EDGE 9 `v;' NO, 58201 •: 3�6�2D17 o K STAINLESS STEEL t0 = *: * ; * R SG E. om TEIURO /S ESCUTCHEON SPACER t 1 +p •. �� NTS e STATE OF :14C REVISION: CYLINDER a i�inS• O Fj t?.•'�N�� A: 2017 UPDATE EXTERIOR ❑ 0 r t`'�ts;0NA L XL I>N`,`,1 REVISION: m ORT FPA-EASIFOLD- TYP. GLAZING 1/6/2018 LM-NON-HVHZ DETAIL D2. HANDLE AND LOCK DETAIL LUCAS A. TURNER, P.E. SHEET DESCRIPTION (VIEW FROM INTERIOR) FL TURNER PENGINEERING & VERTICAL DET., CONSULTING, INC. NP• GLAZING DETAIL D1. SLAVE AND D-HANDLE (COA # 29779) (VIEW FROM INTERIOR) 1239ARA AVE. SHEET NOPORT PH. 941-380-1574 3 of 5 GENERAL ANCHOR NOTES: I. AT TOP AND BOTTOM TRACKS INSTALL TWO ANCHORS PER LOCATION AND AT JAMBS INSTALL ONE ANCHOR PER LOCATION, WITH LOCATIONS SHOWN IN THE ELEVATIONS ON SHEET 1 FOR PRODUCT PERIMETER. USE ANCHORS INSTALLATION ANCHORS, APPROPRIATE FOR SUBSTRATE TYPE (SEE TABLE 1). SEE TABLE 1 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16" OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. EXTERIOR 3. SHIMS SHALL BE LOAD -BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. 4. SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL PERMANENTLY FLEXIBLE z BE BEYOND WALL FINISH OR STUCCO. CONSTRUCTION GRADE w 5. FOR INSTALLATION TO METAL SUBSTRATES, ANCHORS ADHESIVE SEALANT BY = BE LONG ENOUGH TO BE FULLY THREADED THROUGH THE METAL THICKNESS WITH AN ADDITIONAL OTHERS a \ DO s ww 1/4" MIN. OF THREADS BEYOND. Fpl w zin 6. A MINIMUM CENTER -TO -CENTER SPACING OF 3- SHALL BE MAINTAINED BETWEEN ALL CONCRETE OR CMU ANCHORS IN ANY DIRECTION. CONCRETE/MASONRY SUBSTRATES SHALL NOT BE CRACKED. SUBSTRATE BY OTHERS, SEE TABLE 1 MIN. EDGE DIST., SEE TABLE 1,�_�I TYP. BOTH SIDES TYPICAL INSTALLATION STANDARD BOTTOM TRACK MIN. EDGE DIST., SEE TABLE 1, TYP. BOTH SIDES INSTALLATION ANCHORS, SEE TABLE 1 SUBSTRATE BY OTHERS, SEE TABLE-1- — — — — — — PERMANENTLY FLEXIBLE z CONSTRUCTION GRADE ADHESIVE SEALANT x m BY OTHERS `a N 0 f m < EXTERIOR 1 w - EXTERIOR Z N o i { }:{�• PERMANENTLY FLEXIBLE m a CONSTRUCTION GRADE ADHESIVE SEALANT \N w w BY OTHERS i SUBSTRATE BY g OTHERS, SEE TABLE 1 SEE TABLE 1 1/4• MAX. SHIM POLYAMIDE JAMB PACKER 3" LONG AT EACH ANCHOR LOC. INSTALLATION ANCHOR, SEE TABLE 1 PERMANENTLY FLEXIBLE CONSTRUCTION GRADE ADHESIVE SEALANT BY OTHERS INSTALLATION ANCHORS, MIN. EDGE DIST., SEE TABLE 1, SEE TABLE 1 TYP. BOTH SIDES TYPICAL INSTALLATION TOP TRACK TYPICAL INSTALLATION LOW THRESHOLD BOTTOM TRACK (TABLE 1. QUALIFIED ANCHOR INFORMATION LOCATION/ SUBSTRATE ANCHOR MIN. MIN. EDGE HEAD TYPE EMBEDMENT DISTANCE SOLID CONCRETE (2850 PSI MIN) 1/4" ELCO COATED CARBON STEEL ULTRACON 1 3/4" 2 1/2" HEAD OR SILL: SOLID CONCRETE (2220 PSI MI 1/4" ELCO AGGRE-GATOR 300 SS 1 3/4" 1 1/2" FLAT HEAD GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO AGGRE-GATOR 300 SS 2" 2" SOLID CONCRETE 3000 PSI MI 1/4" HILTI COATED CARBON STEEL OR STAINLESS STEEL KWIK-CON II 1" 2 1/2" JAMB: 2X MIN. SOUTHERN PINE WOOD (G=0,55 MIN #14 GRADE 5 WOOD SCREW 1 3/8" 1" PAN OR HEX HEAD 1/8" ALUM. 6063-T5 MIN. OR FULL THREAD 1/8" STEEL 33 KSI YIELD MIN. 1/4" GRADE 5 SELF -TAPPING / DRILLING SCREW THRU 1/8" 5/8" WALL JAMB ONLY: 1/4" ELCO AGGRE-GATOR 300 SS 1 1/4" 2" 1/4" HILTI COATED CARBON STEEL OR STAINLESS STEEL KWIK-CON II 1" 2 1/2" PAN OR HEX HEAD HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO CRETE-FLEXSS4 1 1/4" 2 1/2" _z 0 laL 40 W rn > cV N � j 0 N N Z O I W to M K /0 N N U- :2 ~ Z O g to n N_ � m ) , C o J n O U Z c W wpm O r > L w 0 O O U Q D- o z LL_ LLJ Uf J z LLI (n GO CD W SUBSTRATE BY z Z U, TABLE I SEE -1 TYPICAL INSTALLATION JAMB 0 J Q R£l� r .��' DRAM er: LAT OCgS.��CEN3 DATE: '� .•' No S8201 ' �i1 % 3/6/2017 *' *` ,Z SC&E: �'• STATE CsP NTS :'�ti REMON: •., O p 1 {_N cy�� ,,��41ONQ A: 2017 UPDATE ^1 A 10�•'`,' RMSION: 1/�6//2018 FPA-EASIFOLD- LUCAS A. TURNER, P.E. LM-NON FL PE # 58201 SHEE C OONN ANCHORS, TURNER ENGINEERING & CONSULTING, INC. INSTALL DETAILS (GOA # 29779) 1239 JABARA AVE. SHEET NORTH PORT, FL 34288 4 PH. 941-380-1574 of 5 BILL OF MATERIALS BOM:NO. PART NO. SUPPLIER DESCRIPTION REMARKS I OF42 CortizoNertikal Hi nge stilebottom raiI Powder Coated Aluminum 2 OF41 CortizoNertikal Hinge stile to rail Powder Coated AIm inum 3 OF43 Cortizo/Vertikal Jamb Powder Coated Aluminum 4 OF44 Cortizo/Vertikal Jamb Powder Coated Aluminum 5 QL9135 Schlegel HinoeGasket -Lon- 6 OR1001/0R1006 PMS Die Casting Hinge ZincZL2 7 STM0064C CortizoNertikal Pol amide strip 27mm Pol amide 8 ORI-CHEVRON Montrose Pressed chevron Aluminium 9 474 Plastech Cilazirkg Gasket Polypropylene 10 OF22 CortizoNertikal 28mm Bead Powder Coated Aluminum 11 3434 Plastech E-gasket Polvoropylene 12 Glazin-- See Typ. Gazi ng Sht 3 13 OF47 CortizoNertikal Mullion Powder Coated Aluminum 14 PMS Die Castin D-Handle ZineZL2 15 PMS Die Casting Slave handle Zinc Z12 16 PMS Die Casting Gearbox Zinc ZL2 17 OF49 CortizoNertikal Track Powder Coated Aluminum 18 OF48 Cortizo/Vertikal Track Powder Coated Aluminum 19 QL9141 Schle el Top Gasket -Lon 20 QL 9257 Schlesel Track gasket - Lon 21 COR3219 CortizoNertikal_ _Pol atmdestri -18mm— Po] 'de —22 OF24 CortizoNertikal 155 Sill Powder Coated Aluminum 23 OF25 CortizoNertikal 155 Sill Powder Coated Aluminum 24 PMS Die Casting Top Carrier Bar Zinc Z12 25 PMS Die Castin Top and Bottom Fork Zinc ZL2 26 OFLBOI/OFSB0l Plasticom Hine Bushes Acetal 27 Cortizo/Vertikal Door Leaf Alurrinium/Pol amide 28 Plasticom Top Roller Acetal 29 Montrose Grub Screw Hardened Steel 30 PMS Die Casting BoMe Zinc ZL2 31 Plasticom Bo 'e Wheel Acetal 32 Montrose Bo 'e ad'ustrrent screw Hardened Steel 33 253/280 Hafi Hafi Handle Stainless Steel 34 OF46 CortizoNertikal Rebate Altaninium 35 OF45 Cortizo/Vertikal Slamb Aluminium 36 1 OIA.2 *2.7 Schlegel Rebate Gasket -Lon 37 Orison Jamb Packer Acetal 40 JTTC-01 J Banks Jamb to Track connector Black Nylon 6 41 Plasticom ShootboltEnd Acetal 42 Plasticom I ShootboltWde I Acetal 43 Montrose Threaded Rod Steel 44 OF50 CortizoNertikal Low Threshold Track Powder Coated AIurninum 45 OF29 CortizoNertikal Corner Mull Inner Powder Coated Aluminum 46 OF30 CortizoNertikal Comer Mull Outer Powder Coated Aluminum ALL ALUMINUM PARTS ARE 6063-T5 MINIMUM `76 5. IF[59.00] 2 iY7[75.01]� o ❑ a1 —Ti o o N � II 01 _t o `Q" 6A" [75.01 ] coi [155.01]� O f�, m Ln LWt17-�' _1 23 22 Z U 40 N N Lj of N N z_ CD1, 1 L [O M N 'I)rr 00 n L 0 N U r U Z O w o L 0- O IY CD O O U r7 O 0 Q 0 0- O z LL. W Z_ J w V)) Cn � zLd Z_ O J O Q ORA" BY. LAT ' •. S 3/6/2017 v . No 58201 : 1i t SCAM NTS STATF OF NEViSION: A: 2017 UPDATE e4,6`;•4OR10.''��;�y y � oanw�Nc FPA-EASIFOLD- 1/6/2018 LM-NON-HVHZ LUCAS A. TURNER, P.E. sNc¢r oescamrroN BILL OF FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. MATERIALS (COA # 29779) SHEET 1239 JABARA AVE. NORTH PORT, FL 34288 S PH. 941-380-1574 Of 5 3112/2018 i 5 BCIS Home Log In User Registration Hot Topics � bProduct Approval n .< a USER: Public User ,. ni, Product Approval Menu > Product or Application Search > � I �0 FL # &M.M " Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who develo 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 Building Code Online ry#M Surcharge Stats & Fads ! Publications FBC Staff ; BCIS Site Map i Links Search i > Application Detail FL20716-R1 Revision 2017 Approved American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@easternmetal.com Shutters Roll -up Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received WALTER A. TILLIT JR. PE-44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann Jr. J Validation Checklist - Hardcopy Received FL20716 R1_COI _AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-223 CERTIFICATE OF INDEPENDENCE. PDF Standard TAS 201 202 203 Year 1994 F'Oe CoV% https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGl WOugHVzzDtimFMPNRIfQN6RFT8MFhP2jimzrFi7Q%3d%3d 1/2 3/12/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Building Code Online Method 1 Option D 09/20/2017 10/13/2017 10/18/2017 12/12/2017 FL # Model, Number or N6me 20716.1 58MM END RETENTION AND NON RETENTION ROLL SHUTTER SYSTEM I DRAWING NUMBER 17-223 ! Limits of Use Approved for use in HVHZ: No f 1 Approved for use outside HVHZ: Yes i Impact Resistant: Yes 1 Design Pressure: N/A 1 Other: Large Missile A.S.D. Pressure rating End Slat: +30, -30 p.s.f. at 22'-10" span (see remain sheet 12) and +25, -25 p.s.f. at 8'-0" span for N j Retention Slat wall mounted in concrete (see ren j on sheet 24) Description Extruded aluminum slats interlocked together thru knuckles and retained by tracks to provide hurricane protection Installation Instructions FL20716_R1_II_AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-223_50MM NER SLAT BERTHA ROLL.PDF Verified By: WALTER A. TILLIT JR, PE PE-44167 1 Created by Independent Third Party: Yes tention j Evaluation Reports spans on i FL20716_gl_AE_AMERICAN SHUTTER SYSTEMS ASSOC. End INC._DRAWING 17-223 PRODUCT EVALUATION REPORT.PDF ling spans ( Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 1 The State of Florida is an AA/EEO employer. Copydght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you dc 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, licenses licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communicatio i 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: Credit • Safe s UTity11iETI:ICS'`` �11 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvFGlWOugHVzzDtImFMPNRIfQN6RFT8MFhP2jimzrFi7Q%3d%3d 2/2 It ` A T GENERAL NOTES: 7. 58mm ER & NER SLAT BERTHA ROLL UP SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6lh EDITION) OF THE FLORIDA BUILDING CODE THIS PRODUCT SHALL NOT BE INSTALLED WITHIN HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4, 6, 12 THRU 16, 18 THRU 21 & 24 THRU 27. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLONG THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) OESING PRESSURE RATINGS INDICATED ON SHEETS 4, 6, 12 THRU 16. 18 THRU 21 & 24 THRU 27. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. 58mm ER & NER SLAT BERTHA ROLL UP ADEQUACY FOR IMPACT AND FATIGUE RESITA4CE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2. OF THE ABOVE MENTIONED CODE AS PER: (FOR BASIC PROTECTION ONLY MISSILE TYPE D) FENESTRATION TESTING LAB REPORTS #2760. #4596. #4644 & #4760 - AM.ERICAN TESTING LAB OF SOUTH FLORIDA REPORTS #0404.01-08, '0803.02-12, #0803.03-12, #0803.01-12. #0803.04-12 2, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM. ASSOCIATION 6063-T6 ALLOY & TEMPER ('UNLESS OTHERWISE NOTED). 3. ALL SELF DRILL SCREWS (EXCEPT COMPONENTS@& @) TO BE AISI 410 SERIES STAINLESS STEEL CORROSION RESISTANT STEEL AS PER DIN 50018 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 TEK SCREWS SHALL BE AS MANUFACTURED BY ITN BUILDEX . ALL SCREWS SHALL BE HEX HD HWH. 4. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. S. A14CHORS TO WALL FOR Q, Q &©SIDE RAILS SHALL BE AS FOLLOWS: SEE NOTE 9 FOR SUBSTRATE LIMITATIONS BASED ON PRODUCT SYSTEM. CAIn OrTCA1T1AA1 F•VMC11 SUBSTRATES POURED CONCRETE GROUTED CONCRETE BLOCK WOOD ASTM C-90 G=0.55 CHOR�1'Pt—&-IViNOfACNRER {�N-CfiOR T1PE & MANUFACTURER —ANCHOR MANUFACTURER 3/8" 0 WEDGE BOLT/ 5/16" 0 ULTRACON/ /8"0 KWIK HUS SOLTj 5/16' 0 ULTRACCN/ 5/16' 0 ULTRACON/ POWER FASTENERS, INC. CO CONST. PRODUCT HILT, INC. ELCO CONST. PRODUCTS ELCO CONST. PRODUCTS MIN. AUN. MIN. 1.11N, MIN. MIN. M11J, MIN. MIN. MIN. I11N. MIN. E.D. EMBED. Yc E.D. EMBED. fc E.O. EMBED. E.D. EMBED. E.D. EMBED. a 1/2' 3 1/2" 3 kv 3 1/8" 2' 3.8 ksl 4" 3 1/4' 2 'A. 2 1/4• 3 1/8- 2" MrYM C"Aln 0L-rCMT1nkI CVCTru SUBSTRATES POURED CONCRETE GROUTED CONCRETE BLOCK ASTM C-90 WOOD 13=045 ANCHOR TYPE & MANUFACTURER ANCHOR TYPE & MANUFACTURER ANCHOR TYPE & MANUFACTURER 1/4"0 MAXI -SET TAPCONS/mW/BUILDEX 1/4' 0 ULTRACON/ ELCO CONST. PRODUCTS 1/4"0 MAXI -SET TAPCONS/ITW/BUILDEX 1/4" 0 ULTRACON/ ELCO CONST. PRODUCTS 1/4.0 MAXI-SEI TAPCONS/mY/BUILDEX 1/4' 0 ULTRACON/ ELCO CONST. PRODUCTS MIN. E.D. MIN. EMBED. MIN. 1'c MIN. E.D. MIN. EMBED,. MIN. I. MIN. E.D. MIN. EMBED. AIIN. E0. MIN. EMBED. IAIN, E.D. MIN. EMBED. MIN. E.D. MIN. EMBED. 2 1/2- 2 1/4' 3.19 ksi 2 1/2" 2 1- 2.73 ksi 1 2 1/2' 2 1/4" 2 I/Z' 2 1/4' NOTES: FOR END RETENTION AND NON END RETENTION SYSTEMS (1) NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. (2j) EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (3 ANCHORS SHALL BE INSTALLED FOLOWING ALL OF THE RECOL!ENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 6. ANCHORS REQUIRED FOR STORIA BARS CONNECTIONS SHALL BE AS INDICATED ON SHEETS 19 THRU 22. 7. ANCHORS RECUIRED FOR MULLION CONNECTIONS AND HEADERS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN 014 SHEETS 7 THRU 10 AND 23 RESPECTIVELY. -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. -KWIK HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEETS. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. ANCHOR SPACING ® 100% EDGE DISTANCE ® 100% EMBEDMENT ® 100% CONCRETE CONCRETE BLOCK 3/4"0 KWIK BOLT TZ' 27' 9" 4 3/4' (3000 psi) NOT ALLOWED 1/2"0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1/4" (3000 psi) NOT ALLOWED 3/8"0 KWIK BOLT TZ 6" 4 3/8" 2" (3000 psi) NOT ALLOWED 3/8"0 KWIK HUS-H SCREW 4" 5' 2" (3000 psi) NOT ALLOWED 3/8"0 WEDGE -BOLT 4 1/2" 4 1/2" 2 1/2" (3000 psi) NOT ALLOWED 1/2"0 KWK HJS-H SCREW QR MiUGc 6" 6"BUT 3" (3000 psi) NOT ALLOWED 5 8"0 KWIK HUS-H SCREW 7 1/2" 7 1/2" 2 1/2' 3000 psi) NOT ALLOWED B. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO HE BE ATTACD TO INSURE PROPER. ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE. GROUT FILLED CELL CONCRETE BLOCK OR WOOD FRAL!E BUILDINGS. SEE SHEETS 5 THRU 10 & 18 THRU 23 FOR UMITATIONS FOR SUBSTRATE INSTALLATIONS. 10. PRODUCTS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING MID ZONING 11. PRODUCT MECHANISM NOT PART OF THIS APPROVAL. 12. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE !S THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE C014SIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A REGISTERED E14GINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 13. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILD= CODE. THIS DRAWING SHALL ONLY BE USED TO 1 ,-P"ERMITS IN THE STATE OF FLORIDA I r5'r; ' •"�� "`: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • jCT 0. 4 s * i 2D77 TILTECo INC. 58mm ER & NER SLAT BERTHA ROLL UP DRAWN St L.C. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 42E8 WcSTRCPDS DFNE WEST PALM EEACH, FL 33407 FHOt:E: (977)999-27;2 FAX: (561)2L9 838D o8/18/11 DATE LOR 4 1\ i 1 `;�5 1 r L ECO 1 N e. TIWTESTINGi TESTING tr ENGINEERING COMPANY IL m". e_ 1[.Oi1: U0GG719 l.tom EA. TIUJ719 fYALTER A TINT Ar.i P.E. RDRICA L:e. A as 6T T 7-223 DRAWING No Hv.+• cs/�e/I, 9HEET 1 0[ 21 :L I TxA - T �—�t 191' •.t33' 59— DaRUDED AWNIAW SOLID SLAT 6063-T6 ALUMINUM ALLOY F7 = 26.6 W YE.) Ff. = 30A WVE) Loco• "ss' ot•:: EQ SIDE ReIL FOR END RETENTION SYSTEM DITW ED AIDM'WN TWOR FOR SIR (6069-T6 NDM9.TW AUDI j.260• P--->rm• ; HO 4"x3"x1/4" ANGLE FOR END RETENTION SYSTEM 6063-T6 ALUMINUM ALLOY 1�I 0 END RETENTION SC? JIG-12 . 2 1/2' AISI 1022 CARS04 STEEL S.MS. W/ DACROSNIELD COATING Flu - 2DO W FGO' SN' QF SIDE RAIL FOR END RETENTION SYSTEM CaRM ALU W TRkM FOR S.AT (6D63-76 A'.000WJ AILM py�1 i 8 asa• i OI INSIDE MOUNT TUBE FOR ENO RETENTION SYSTEM 6063-T6 ALUMINUM ALLOY ® NON -RETENTION SCREW y110 s 1" Yfn. 318 F.N. 5.5. S.N.S. W/ DACROSMERD CCA71NC Flu - 200 49 cs —I ast•, j » © SIDE RAIL FGR NON END RETENTION SYSTEM EXTRUDED ALUMINUM TRACK FOR SLAT 6063-T6 ALUMINUM ALLOY g,33' —zcco•— OJ 2"x2"x1/8" ANGLE FOR END RETENTION & NON END RMNSYSTEMS 6063-T6 ALUMINUM PlJ.CIY 1 W E�IEM$ "/tM /E x.• OL STAiIC: � 114' iwaft iP AM sDitDP 6 S. IN.. -- FFv, TYPE 5 STORM BAR HEADERS FOR NON END RETENTION SYSTEM FOR NON CND RETENTION SYSTEM 4' HEAVY EnRUDD STORM EAR 6063-TB ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY 7 r i -b SECTION B-B L STA' $ MEWS] L T VIEWL11 ISMNETM CUT r' LSOMOWC j .Aca k2l'. BUILD-OUT MOUNTED TUBE FOR END RETENTION A: NON �' B I oENO RETENTION SYSTEMS $ ,.6063-T6 ALUMINUM ALLOY 1 I8.0 TUBE b h a 5. sr / hEwf1, 0 4" 2-t 0.25.t - tea, SECRON A -A CI)SLAT LOCfE O EYERY OTHEp SAT END FOCEL.CON LEfAL COPOLYMER M ® 4" 3" 0.1 25' © SLAT LOCK ND O EVERY OTHER SLAT FOR RETENTION SYSTEM ® 4" A" O.12S' CELCON ACETAL COPOLYMER MULLIONS FOR END RETENTION h NON END RETENTION SYSTEMS 6061-T6 ALUMINUM ALLOY HEADERS b h t SS 3" 2" 0.125' T 4" 2" 0.125 Q 4" 2" 0.25" V 6" 2" 0.125' MULLIONS b h t Q NER 3" 4" 0.125' © NER 4" 4" 0.25" O ERR 4" 6" 0.25" ER ER: END RETENTION SYSTEM NER: NON END RETENTION SYSTEM ENTS t h STORM BARS FOR NON END RETENTION SYSTEM 6063-76 ALUMINUM ALLOY TORMBARS b hd25 O 2" 2" © 2" 3" © 2" 4" ® 2' 4" 0.25" -i ,*'�rgfNS,;F''•.9 FLORIDA BUILD114G CODE (Non High Velocity Hurricane Zone) 4�� 6T E * 02017 TILTECO INC. 58mm ER & NER SLAT BERTHA ROLL UP DPA1'iN EY: C@ L AMERICAN SHUTTER SYSTEMS ASSOC., INC. OB/tE/i7 Tk�F ; I 6 C ®EN C. TILLTT TESTING Q ENGINEERING COMPANY ss 42E6 'NESiROA)' S DRIVE DATE 1 i-223 ( L s- - NW.NA %QWM T. MW t (Ass) nl-tm . Fe.: (J2J) 0)I-tSJt : UlAWj,., WST PALM EEACii. FL 33,07 PMGIRE: 67) 938- FAX: (661)208-67E0 ( ) C6-00067tD. DRAYANC Ne Y7.1'F"!3 TE ff ALTER v.ALTER A. .. 1 441 P.E. P.C. FLORIDA Ue, 4 ,4167 ) 1'; :Hint SKEET 2 OF 27 45 & 45/S HOUSINGS A" L11 END CAPS: BOX STRUCTURAL COMPONENTS AND ASSEMBLY DETAIL (SEE NOTE 11 & 12(b) ON SHEET 1) J / � STRUCTURAL COMPONENTS FOR OPERATING SYSTEM 1Q - SIDE/END CAP (CAST ALUMINUM) Q - HOUSING, 0.040" THICK SHEET METAL (3105-H14 OR STRONGER) i o @ - SIDE RAIL FASTENERS 3/16" ALUMINUM POP RIVETS(6 REO•D EA. i SIDE CAP) : 2 @ TOP, 2 0 REAR, 20 BOTTOM `i 1 45• CHAIAFER AS APPLICABLE * SHALL BE CAPABLE TO SUSTAIN SLATS WEIGHT AND ASSURE LIFTING MECHANISM (SEE NOTES 11/1 & 12(b)/1) T✓9 •, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 raTEco INC. 58mm ER & NER SLAT BERTHA ROLL UP °a L.C.r L.c Q�$�44 p{�{�f3 /`•'^f""'� •: •`12. `\\ �(` • V \\ �OR10P. 1\ • ./mT •' IqT� L. 6�. ®1He. TILUT TESTING & ENGINEERING COMPANY 1'.i iltl. =4 St• Yn - vA;.'x..iApp.; rt J]I!f a3 • W 1 n.-.L� , r . ra3 ea.-. V. OW 7SPOI.eDm ES-000e719 SVFLORI A. T'LIR Jr., P.E. FLORIDA lie. R NI67 AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 42E8 1VESTROADS MILT NEST PALM SEA. . FL 33407 FMON (d77)939-2772 FAN (561)209-035D ea/ia/TI GATE 17 DRAYANG 1• m• •�. cnr ` onzvra . Z.• - SHEET 3 Of 27 END u i P,O/6 HOUSING I----MAXIuUr.1 SIAT sp.(SEE SCHEDULE ON SHEET 11) j TYPICAL SINGLE UNIT ELEVATION W/O MULLIONS NOTE SEE SHEET 2 & 3 FOR COMPONENTS NOViNCLAIIIRE. Y/5 N CEDSPACING mSUE SHEETS 14 & 15) i END CAP -- '• % '/ / ///'%! t END CAP I i -� or a` (TYP•) i zw I —o c � W1/7 or w1/8 or W2/9 or W2/10 SLAT PERFORMANCE CHART IN WOOD � FOR A GIVEN MAXIMUM DESIGN PRESSURE RATING (P.S.0 AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 1 BELOW 5116"0 ULTRACONANCHOR DESIGN LOAD (P.S,f.) MAX. SLAT SPAN -LMAY•" (ft) REQUIRED MIN. SEPARATION TO GLASS MESURED TO BACK OF SLAT (in) WAS MOUNT I BUIIn-our uouAQ w/ WHOD ZONES 1.2 & 3 4 +45,-60 4'-0" 4'-0" 1" I 3 1/2" +45,-60 12'-0" 12'-0" I" i 7 7 B' P,0/6 x Q/6 I I I R 6 I I R 66. °R F �U I II II (TYP. EA. END) I R s II R s I NOTES' I I I I 1- WOOD FRAME WALL TO BE BUILT STRICTLY IN J- • ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS \ \ \\ \\•`:�\ \ \ `.`.\\ \\`:�\ \ \j FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM �Y/5 I I W1/7'or W1/8 or LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". MAX SLAT SPAN I P� 1Y2 9 or W2/10 (SEE SCHEDULE SHEET 117 2- VALID FOR SOUTHERN PINE #2 (G=0.55) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLIONSNOTE: SEE SHEET 2 & 3 FOR CONPO.NENTS NOMFNCIATURE Vx FORCES 1Le!FT1 & Vy FORCES (LEAFY ACTING AT LAMBS FOR A DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUTED CONCRETE BLOCK VJALL BUILDINGS ]Ic 1USE N1AMMUM VALUE BETWEEN PDSITI%/F AND NFDATNF LOADI DESIGN LOAD RANGE (P'S'f') SLAT SPAN RANGE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' > 20'-23' Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 0 1 60 0 75 0 90 222 105 415 135 844 180 1348 240 2010 2183 342 >30-40 0 80 0 100 0 120 428 140 627 180 1144 240 1774 320 2515 _300 400 2829 457 >40-60 0 120 0 150 150 180 496 210 1035 270 1722 300 2588 480 2964 533 2831 473 >60-80 0 160 0 200 398 240 788 280 11428 360 2278 480 2960 580 2976 547 - - >80-105 0 210 28 263 694 315 1141 368 1905 473 2083 499 2083 499 - - - - >105-120 0 240 58 300 867 360 1348 420 2184 540 2283 555 - - - - - - >120-140 0 280 98 350 094 420 1619 490 12.3251595 2325 595 - - - - - - IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF PRODUCT HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx 8 Vy VALUES. Vy SIDE RAIL Vx Vy =:1=====,T,= It 1 ' II \\ II 3 ` it 1r-o• II � �� ' FOR WALL MOUNT & 1+i 1 FOR W.U-OUT I 1 I I MAX. 0. EN 1:G WIDTH MUM 1/2" PLYYr1DCD AND 0X6" WOOD STUDS '. EACH SIDE, BEYOND) DETAIL 1 (ELEVATION) INSTALLATION INTO WOOD FRAME STRUCTURES A. TIC( �P\ �N ;9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ' N0, 44167 i *` 1y 2017 MLTECD NC. 58mm ER & NER SLAT BERTHA ROLL UP °RMH 6` 1't I L E C O 1 H c. AMERICAN SHUTTER SYSTEMS ASSOC., 08DATE •'• 4/ r� TILUY TESTING & ENGINEERING COMPANY INC. 42E8 W:STROA➢S DY �^�Fp YY ��Q F V Il ¢iis Ar nq. ]Sx S, s.. +AS - N•a C,F'�03, el ]],tt WEST PA'JJ BEACH, FL 33407 •• T1 F 1 , Lr441 nt. ,••" . t� , N4» m,-,m, PMDNE (a7J)9L9-27Y2 FAX: (_61)2C9-aaao 17-223 11 teOl: tat«4eam.`°'D E9-0D06719 W'ALTEfl A TILLIT Jr„ P.E. RORIDA L'c. 0 44157 DRAWING 14 iii/// ATE a/rt�r SHEET 4 OF 27 i y � 4 x 1/4•0 MAXI -SET TAPCONS-,t/4-0 MAXI -SET TAPCONS W/ 2 1/4- 01 Min. EMBEDMENT 4D 24" ..a. 1/4'0x3/4" ITV: BUILDEX TE% SCREWS W/ <' 1/4" Min, t r.+, GALVA:VIZEO STEEL EMBEDMENT 24• o.c. 1/4% MAXI SET TAPCONS / 5V45HER �, 24" o.c. IAin. EMBEDMENT l 0 24' c.c. f o J 1. t HOUSING c G HOUSING ({ —HOUSING r I , ------- I :.� EDGE OL ( I 4 OPENING -- '---END CAP / I EDGE OF-1 i —ENO CA - L __--END CAP I OPENING eC ( g ° + i EXISTING i '��- 5 •- � - EXISTING; 2 GLA55(BEYOND)1 I' EXISTING I c_�; CLASS-�; N I B I; GL S_ (BEYOND) (BEYOND) jt l' 1 SEE ANCHOR , " � i SEE ANCHOP, SCHEDULES ON--:ti / SEE ANCHOR SCHEDULES O14 SHEETS 13 & 14. / SCHEDULES ON ) H OR SHEETS 1J & 14. f SHEETS 13 & 14'; O ° Min. SEPARATION � fp E M.in. SEPARATION It � it ° TO CLASS r I, A < ',y A = p TO GLASS i ---� (SEE SCHEDULES. w • / _ (SEE SCHEDULES, ON SHEET 12.) :I EXTERIOR = Min. SEPARATION i I x W ON SHEET 12.) 5 EXTERIOR = �" TO GLASS l EXTERIOR H (SEE SCHEDULES.;_ r ON SHEET 12.) 'T - ' 00 ' ca W au+®OR p3 �I - ."--f t )ORO ® f ill I i it P/6 S•tl / P/ 6 ° P 6 P/6 P/6 /; P/6 44 if EDGE OF E F - OPENING !i i / Eit _ M - MIN. E.D �EOI 7, / It am/�/ / NON. E.D ,1• I _ ' 1/4"x1 t/4'x O.Cb2'x CONT.i;'�f- / f --2"x VARIES x 0.062"xCONT. T `.ALUM. ANGLE N/ t/4'C ULTRACONS 1/4"G ULTRACONS Vf/ 1 1/4-1 1 ALUM. ANGLE. 7 1V/ 1 1/4" Min. EMBEDMENT® 24' O.C. Min. EMBEDMENT 0 24' o.c. T FLOOR/CEILING/TRAPPED MOUNTING yy'•" """- BUILD -OUT MOUNTING �/ WALL MOUNTING SECTIONS I -gyp"@ d� EN'SF''•9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSTALLATION DETAILS ON EXISTING POURED CONCRETE OR ►Vo,44i67 *` ©z017nL7FWINc' 58mmER&NERSLAT BERTHA ROLL UP °ic•6t GROUT FILLED CELL CONCRETE BLOCK BUILDINGS FOR END IL EC®.Mc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. as /13/11 DATE RETENTION SYSTEM AS APPLICABLE _ �� o?: w TIWT TESTING & ENGINEERING COMPANY 426E YiESMO'DS GRNE C G� 11 ew oAr. ASt6 s. �a mf - wxcr� eA'a7la. n v+ee w29r PAW BEACH, FL. ]34D7 av 1 .>.. , (.v,) ..,_+,ro . C—) --,w, 17-223 (' ..•_•. 1 Pr!OtiE: 877 999-2772 FAS: 56, 7.G9-B180 DRAWING Ie SCALE: 3/16' 1" • s� IA 4` rll a -mail: Ii00671aol.com ( Y ( ) A%' R��,,,.} EA. TiLu 719 ur. w wn rr... cmrnm our P.c /IIN/j1•' eU11ER A T.. 0 Jr., P.E. Niv FL0.RIDA Ue. 0 441 E7 SHEET 5 Or 27 ANCHOR (SEE SCHEDULES)—, N POURED CON CONCRETE OR —ANCHOR t (SEE SCHEDULE) /OPTIONAL POURED CONCRETE OR -- — -_ PGUR=O CONCRETE OR "'�� OROUTED CONCRETE BLOCK �� GROUTED CONCRETE BLOCK WALL RECUIRED WALL REO111RED I GROUTED CONCRETE BLOCK-- ulN. WALL REGUIRED— —2.DaD•— 2•:YJD'—} I I I y ED. NON' (2) 2-xW STUDS EACH 510= OF OPE%ING t 1 2 3/B' YIN. 1/2" PLYWOOD (M.) I. ANCHOR (SEE SCHEDULE ) " i 1 -- - \ 1 LLLU ANCHOR •�':�: (SEE Oft (SEE /-- SCHEDULES)' --MIN. E.D. SCHEDULES) / HEX HD. hYM I 1/4'¢ x I- D1 , D2 SELF -DRILL 410 I q,�p 1 HEX HD. HWH y / S.S. SCREWS N� SELF -DRILL 410 :� :•.\ '..�.� ;;;s\ 1,250" 0 5' O.C. I I S.S. SCREWS I 1 C 4' O.C. -OPEN HOLE T�`YY ID7D 5 MOH.. E.D. j .^t S COVER W/ I I V i 41 A fOH. (2) 2"x6' STUDS' 1 i II \ EACH SIDE OF CPENY,C' QorQ., t i co T o— 1 t NnoN CAP J I l I I I I I sw L�;A lC WALL MOUNT OE or OF ©orOFqC % I v 6 ,� ^, INSIDE/TRAPPED MOUNT ��"°f� % /� e y/4 a ,}/q• HEX NO. HIM BUILD -OUT MOUNT © SELF -GRILL 410 B.S. WALL MOUNT Q /'' " ' MREnS 0 4 D.C. SECTIONS P-P (PLAN) c L-OE °ROD SIDE RAIL CONNECTIONS INTO EXISTING POURED CONCRETE OR GROUT FILLED BLOCK (AS APPLICABLE) BUILD -OUT MOUNT SCALE: 3/8- a 1' SECTIONS O-O (PLAN) SIDE RAIL CONNECTIONS INTO EXISTING WOOD BUILDINGS SCALE: 3/e- - I- -_MULLIONS—•-,--- - - - ------------ MULLIONS -_ ---- ---------'------- ---- ' I H HEX HD. MYH ' SELF -DRILL 410 ; 8 CO'JER W ` \ OPEN / 1/4.0 x 1- ' I 4% x " 1/4-p x 1' 1 4'p X 1- B.S. SCREWS :. NYLON CPP / ' i ®4' O.C. HEX HD. HWH —HEX HSELF-D. HWHLL 0 HEX HD. F.W'M HEX MD. HYrH —� 1 SELF -ORIEL 410 SELF -GRILL 410 1 ' , I S.S�SCREWS410 i S.S. SCREWS S.S. SCREWS A j J B.S. SCREWS W 0 4" O.C. 9 d- O.C. S• m 4' O.C. 1 2.000' t( 11 4' O.C. —rO--E Y, � • — \ �r •f r ra , , GRf OR C I C, ;-_ I/•• Cih p- QL@ E RrJFl-L SECTION Q-Q (PLAN) SECTION Q-Q (PLAN) _SECTION \R-R (PLAN) SECTION R'-R' (PLAN) ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 FACE MOUNT END MULLION FACE MOUNT END MULLION FACE MOUNT INTERIOR MQUION TRAPPED MOUNT INTERIOR MULLION SIDE RAIL CONNECTIONS INTO MULLIONS Jfjt FLORIDA. BUILDING CODE (Non High Velocity Hurricane Zone) SCALE-. 3/8- ' t s zo1] TUTErG u1c. 58mm ER & NER SLAT BERTHA ROLL UP ET: o. 44167 L.C. / I L E C. O t Plc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 08QA7E 1 END RETENTION SYSTEM (l��lf TILUT TESTING h ENGINEERING COMPANY 4263 Y,'ESTROA7S CRC AIE lav N]nn, al fee. x! - v_cC+M um�trs, n a)Iea WEST PALM EEA^.H, FL 57 _�� '' , /C( pp1 P� • 1� - : (fss1 m-mw , m , am) nTl-uv ) 34017-223 �` •'•. olllo ' •• .cem PH01:E: ( 677 959-2772 FAX: (361)209-8380 _ 1, d 0: 4Tteee®eplDRAWING Ie _ EB-00067I9 r_ten+, TE WALTER A .- 4r- FLORIDA Lk. 4 JP.E • •• fi_ _ _ n4167 : . SHEET 6 OF 27 MAX. ANCHORS SPACING TO WOOD SUBSTRATE MAXIMUM A.S.D. SIDE RAILS D&(D PRESSURE (P.SMOUNT RATI±4LI/2' WALLMOUNT BuID-OUT +'A 2 1/2" t-=• Min. E Min. EDGE OF SLAB IF APPLICABLE I I POURED CONCRETE I u I (rc = 3 ksi Min.)' I' 3" 8" Min. THICKNESS REO'D" r: I I 1: I: ^ w n a P EXIST114C 1 �� GLASS w Y N - 2". z- Min. S .. L z � If R M Ii N Z p ® I. D N ^ _ Q/6 or — Z al o R/6 or , R•/6 I: Min. E.D.--FOR (1) 3/4"E KWIK BOLT TZ EXPANSION I ANCHORS f" END AND INTERIOR MULLIONS M &(S)(ORIENTATION #1) AND END i MUWONS L1 &ON (ORIENTATION '#,12) FOR (2) 3/4•0 K%1IK BOLT TZ XPANSION �• Min. E.D. , ANCHORS Cal INTERIOR MULLION (ORIENTATION a2). `` IEDGE OF SLAB '+ I 111 1 1 [T -� IF APPLICABLE l�tttttt, . , OR N EXTERIOR a r 3 3"x3"x1/2"y.0'-6• 41" EXTERIOR (6061-T6 ALLOY) I Alum. ANGLE EA.. S;DE W/ I 3"x3'x1/2"x0'-4" (2) 3/4"0 TI�.kU BOLTS 4 (6061-T6 ALLOY) Alum. ANGLE I TO MULLION,l�0& 1 1/2' EA 510E W/ (2) 3/4"x THRU (1) 3/4"o KWIK BOLT Z BOLTS TO MULLION _ 1 1/2' EXPANSION ANCHOR : 1 1/2' M & (1)4'o MrnK BOLT W/ 6" Min. EMBEDMENT T EXPAN ION ANCHOR W/ 1 1/2" TO POURED CONCRETE}- 6" Min. EMBEDMENT TO (Typ. TOP & BOTTOM) --_6, POURED CONCRETE (Typ. TOP I I F- & BOTTOM) I,-4"—J SECTION X1-X1 W/ (Ali * ALTERNATIVE SECTION X1-X1 W/ (1�/ * (4"x6" END & INTERIOR MULLION W/ ORIENTATION #1)1 �4"x6" END & INTERIOR MULLION W/ ORIENTATION #2) EXTERIOR (6061-T6 ALLOY) Alum. ANGLE EA SIDE 1Y/ I (2) 3/4"0 T U BOLTS LLION ® TO MU & _ _ f)-3 4 —OKWIK BOLT TZ Q/6 Or EXPANSION ANCHOR R/6 Or ENT TO AICO POURED CRETEM(Typ R'/6 TOP & BOTTOM% 11fIf'�'. I" EXTERIOR 1 1/2' 1 4" EXTERIOR W ti I I j 1 1/2- o I` N 8- EXTERIOR 1 I i , 1n• , ,/2- �w ' `/3"x3'xl/2"xO'-8" awi )C1 ! (6061-T6 ALLOY) Aum. 3-x3'xl/2'x0'-8- (6061-T6 ALLOY) Aum. ANGLE EA. SIDE V1/ (2) 3/4% THRU ANGLE (,YP. TOP/BOTIOM):I I! 1 (ttP. TOP/BOTTOM) t 11/2' EA. SIDE w/^(2) 3/4"o THRU BOLTS TO MULLION fJ & (2) 3/4% KWIK BOLTS TO MULLION �N,'dc (1) 3/4•D KY.'IK BOLT TZ EXPANSION ,. EO.—^--EO. I ANCHOR W/ 6" Min. BOLT TZ EXPANSION ANCHOR W/ 6• Min. EMBEDMENT TO POURED CONCRETE (T• fP 1` 11/2• EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) TOP -& BOTTOM) ' c 1• 3" 2" 2• SEND MULLION ONLY (INTERIOR MULLION ONLY ' POURED CONCRETE (I'c = 3 ksi Min.) 8' SECTION X1-X1 W/N) * ALTERNATIVES SECTION X1-X1 WI( Min. THICKNESS 4 RED D. (4"x8" END & INTERIOR MULLION W/ ORIENTATION #1) W END & INTERIOR MULLION W/ ORIENTATION #2) EDGE OF SLAB L1,1'' 'i� IEDGEOF SLAB IF APPLICABLE I I IF APPUCA9lE ?" Min. E.D.--I I C' Min. E.D. AJJCHOri)53®4-0 KWIK INTERIORBMULLIONLT TZ EXPANSION o • SIDE RAIL,$,@,& (F)AND BOX NOT SHOWN FOR END RETENTION SYSTEM (ORIENTATION n2). CLARITY'• '- -•--E" L1in. E.D. -1--- ---�3" Min. E.D: •--- '---FOR (1) 3/4"0 KWIK 9CLT Z EXPANSION ANCHORS o END AND 114TERIOR MULLIONS ; ' Q� • ' y�GENBF •'•., • M &@)(ORIENTATION #1 & #'2) AND :: FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) FLOOR TO CEILING l TRAPPED MOUNTING: MULLIONS Q OR CNi END MULLION QN (ORIENTATION #2) : No. 44167 : ® 2317 nLTECD NC, DRAWN 61: 58mm ER & NER SLAT BERTHA ROLL UP LC SECTIONS W-1 �T[ "•' END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W1 LIMITATIONS COVERED ON SHEET 8 •��-� " `k� 2 "/' ' A =mo�c�, C R10�` ' ,1� = �`�'S(n1� Al 11L11 C I L G C O 1 N t. TILLR TESTING & ENGINEERING COMPANY a:,, p..,, s::,, _ n a � ,,,,, mf EB-0006719 vruiER A. LLJT Jr., P.E. fT1IRIrJ. Ve. Y as 16] AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4265 EESIROADS DRIVE „EST PAL, 6aC„, FL 33407 F"� c67%)9i3-27]2 FAIL L561)205-8390 11 C6 DATE ) 7-223 DRAWING °a SCALE: 1/8" 1" P,E•'9FgyAjIG1T}q ��I��A SHEET 7 OF 27 Min. E.D. Min. E.G. ^(SEE SCHEDULE f2) SEE SCHEDULE #2) Min. E.D. I ( ) (4) ANCHORS 1—(SEE SCHEDULE 1 Min. E.D. (SEE SCHEDULE yl) EDGE OF SLAB . f) ` r— SEE SCHEDULE f1) EDGE OF SLAB 7J>PUCA6LE NI t T�) r' I 1ff A PUCABLE I i 0 I• L ;I i .I EXISTING —,I GLASS 1 Min. i 8 i Q/6 or R/6 or R'/6 X1 (IYP. TOP/BOTTOM)' POURED CONCRETE (FC _ 3 ksi SEE SCHEDULES I i I: EDGE OF SLAB! Min. E.D. 17 APPLIC48LE``(SEE SCHEDULE f 1 lLin. E.D. `(SEE SCHEDULE #2 E POURED CONCRETE II it (I'c = 3 ksi Mir,.)3"x3"x1/4"x0'-8" , I I SEE SCHEDULES (6061-T6 ALLOY)—� §1 & f2 Alum. ANGLE EA. SIDE �. 1 1V/ (2) 1/2"0 THRU ' BOLTS 70 M.ULLION CE a 1 OR ON 17 Q/6 Or R/6 or R'/6 3"x3"xi/2"xO'-4" r_2"- (6061-T6 ALLOY) I Alum. ANGLE EA. SIDE Y/ (2) 1/2"0 THRU BOLTS � TO MULLION''."./ EXTERIOR fr EXTERIOR ALTERNATIVE SECTION XI -XI W/ (IV�j * v I- IIJI t 1/2" (4"x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/z" [ s � F 4 OSEE M4XI0UMQ(INTERIOR) &Q(END & INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1b' FOR iNSTA1WTI0N CASES I, la & TI ON SHEET 16. (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): ISTAUATI N Oa I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH :60.6 p.s.f. MAXIMUM AS.D. DESIGN LOAD. 12'-0' AfAXIUUM 11UWON SPACING. SEE SCHEDULES f I & 92 FOR A14CHOR SPECS. I SDIIAMN Ca Ta - RESIDENTIAL AND COMMERCIAL APPUCANON W/ -6o.8 p.s.l. MAXIMUM A.S.D. DESIGN LOAD. 8'-0" ILAXIMUM MULLION SPACING. SEE SCHEDULES ft & $2 FOR ANCHOR SPECS. WRIA I(N OkT 11 - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. LAXIIIUIM AS.D. DESIGN LOAD. 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULES III & 92 FOR ANCHOR SPECS. (2) ASCHORS EDU 2"---2" •SIDE RAILS & F,AND BOX NOT SHOWN FOR 3"x3"x1/4"xO'-B"-�-" I''--6"�-) 1' (SEE SCHEDULE gz) * CLARITY. `� Alum-i6 ALLOY) — Alum 1 ALTERNATIVE SECTION X1-X1 W/ n Alum. ANGLE FA. SIDE _ 3• BOLTS )TO/MULLIONNo _4 (4"x8" END & INTERIOR MULLION W/ ORIENTATION # 1) (4) ANCHORS — (SEE SCHEDULE f 1 EXTERIOR ® ALTERNATIVE SECTION X1-X1 W/ (N- X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) (TYP. TOP/BJTTON) ''"x3•z3/8"x0'-8" .--� 1 3" 1" I (6061-T6 ALLOY) Alum. ANGLE EA SIDE W/ ff) 5/8"D iH U BOLTS TO MUL N 1" . ------ /i/EDGE OF SLAB IIF APPLICABLE Min. E.D. JJ SEE SCHEDULE Nj1)�1 (4) ANCHORS Min. E.O. ._..!!II (SEE SCHEDU SEE SCHEDULE f2) 1 I/2" FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS (M� OR n (4"X8" END &INTERIOR MULLION W/ c1:rTlnnl1Z 1A/_1 O END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE 1/8' = 1- END RETENTION SYSTEM * �GENSF ••..9 SCHEDULE #1 INSTALLATION CASES MIN. SLAB THICKNESS ANCHOR TYPE & SIZE TYP. TOP & BOTTOM ( ) MIN. ANCHOR MIN. EDGE OISANCH FOR REO'D. EMBEDMENT ANCHOR 3/B•0-H1L111Nc-KvuK-HDS-M SCR & 3& 3/8'0 POW? FASTENER WEDGE -BOLT ANCHOR FORM & N (INTERIOR) 2 1/2" 5 1/2" I a' MUWONS W/ ORIENTATION 42. 1/2"0 HILT] INC KWIK HUS-H SCREW & 1/2"0 POWER FASTENER WEDGE- BOLT ANCHOR FOR NO(?ND & INTERIOR) 3• 6. UWON W/ ORIENTATION f1. 1/2"0 HILTI INC KWIK BOLT TZ ONLY FOROM & NOINTERIOR MULLIONS W/ ORIENTATION f2) &O(END MULLION W/ 2 1/2" 5 1/2- io 4" ORIENTATION 81). 1/2 0 HILT) INC KWIK HUS-H SCREW & 1/2-0 POWER FASTENER WEDGE- BOLT ANCHOR FOROM &(@(END OR 3' - 0 INTERIOR MULLION) W/ ORIENTATIONS ft OR #2. 1/2"0 HILTI INC KWIK BOLT TZ ONLY FOR Q&(N)INTERIOR UWONS W1 ORIENTATION f2) & Ng)(END MUWON W/ 3 1/4' 7 1/2- ORIENTATION f1). II 6 1/2"0 HILTI INC KWIK HUS-H SCREW OR 1/2'o POWER FASTENERWEDGE- BOLT ANCHOR SEE • NOTE ON SCHEDULE lb' ON SHEET 25. VAUD FOR END & INTERIOR 3" 6" MUWONSO& NQW/ ORIENTADONS f1 OR f2. SCHEDULE #2 INSTALLATION CASES MIN. SLAB THICKNESS ANCHOR TYPE & SIZE ttP. TOP &BOTTOM ( ) MIN. ANCHOR MIN. EDGE DISTANCE FO REO'D. EMBEDMENT ANCHOR I, la & II p• 5/8"C HILTI INC KWIK HUS-H SCREW & 5/8.0 POWER FASTENER lY-EDGE-BOLT ANCHOR 1Y/ ORIENTATION f1. 2 1/2" 7 1/2" FLORIDA BUILDING CODE (Norl High Velocity Hurriccne Zone) zon TUELO INC. 58mm ER & NER SLAT BERTHA ROLL UP °P L.C.�`• LC AMERICAN SHUTTER SYSTEMS ASSOC.. INC. 0B/18/11 L E G O I lit. TILLlT TESTING &ENGINEERING COMPANY Co 42SE WESTROADS CP.NF DATE 1 7-223 Ll6s qe. Ya. Fs, Sin zv - taw n m44 r : (A s WEST PALM BEACH. FL 33407 —. I: ot. . Ocl,ta.m PHONE (877)99m9•-U2n772 FA(551)209-09D Ell-WO671 DRAWING E9 WALTERA.P.ETILL/JI. _ TLQ:uI U.. 0 44 7 I , . SHEET 8 OF 27 4 EDGE IF APPLICABLE 2"xMULLION DEPTHxi/8" Cont. •.`\\��` �.`•� \\ ALUM. TUBE (TOP & BOTTOM) 19/ 1 5/15"o TAPCONS XL W/ 2 1/4"� 1/4"ox3/D. O.0 BUILALVDEX T1Z SCREEL 13/4' "'A t' O.D.x 4" o. GALVA7d12EU STEEL MIN. E.D. 2 . E. \ 'Min. EMBEDMENT CS 24" o.c. SMASHER ®24' °.c. I Min. E.D I i W EDGE IF APPLICABLE-, CONTINUOUS POURED ' J 7 3/4' Min. E.D. I ? EDGE IF APPLICABLE-1 j• CONCRETE (rc = 3 W IJ'n. � 10" 2" 2 -I - — — — �- — -r- 8" Min. THICKNESS i REO'D. I 4 f t 7 3/4" Min. E.D. 1\ 2"-1 I i " 2I i \ I _ ENO CAP I I i 1 �_— POURED CONCRETE a 7 3/4' I i Z Min. E.D. E0. —EQ. 1 I (f'c = 3 ksi thin.) �\ POURED CONCRETE 8" Min. THICKNESS EXTERIOR (f'c = 3 k5i Min.) '• I z i o = \` \. 4"� i REO'D. 4." EXTERIOR `'\ b" Min. THICKNESS N O OR I iH w Q/6 Or j I Q/6 Or ! I 7 3/4• Min. E. � 2". ` 7 3/4" lAin. E. 2 = o N N R/6 or ;i i R/6 or R'/6 , 4"x4'x3/8" \4'x4 x3 fi' (6C61-T6 ALLOY) '_(6061-T6 AOY )R Alum. ANGLE EA. SIDE. a r 2' Si EDGE IF APpLICP.BLE J Alursl�NGL�FASIDE "GE_IF-APPUCABLE-APPLICABLE ��-� E%ISTINc CMin- ( I - ORT r T Z o� i G1 S I MOUNTED SHOWN, MAY `I SECTION X2-X2 W/ (VI OR n * ALTERNATIVE SECTION X2-X2 W/ (N�j OR ALSO ALSO INSTALLED TRAPPED MOUNTED N i w PER SECTION R'-R' ON SHEET 6.) ° 2 1/2"'', \ \\ I (END & INTERIOR MULLION) (END & INTERIOR MULLION) Min. E.D t" 1 1/4"x1 1/4"xO.062"xCONT. ALUM. `P.NGLE W ORIENTATION # 1) (W ORIENTATION # 2) 7 3/a' "'I' W/ 1/4"4x3/4" ITW BUILDER 1,r MIN. E.D. �s"%�' Or 8"X4') d Xc" Or 4°XB' ` I -L-TEK SCREWS Q 24" o.c. TO TUBE. i 1 I/2" I I CONTINUOUS POURED \, I ' • SIDE RAILS OE & •iiANO BOX NOT SHOWN FOR ' 7" CONCRETE (rc = 3 lai 1ko.) \\ I j^ 16" CLARITY. 8" Min. THICKNESS 1 P.EO'D. j -- X2 (M. 10?/COrTOkJ I r6P/ecnDlJ) ro END RETENTION SYSTEM 1 1/2" t tj2" I (1YP. i 7 3/4" t_4"x4"x3/8'x0'-10-(6061-T6 ALLOY) Alum. ANGLE MIN., E.O. EC EO� � � ��"' EA. SIDE W/ (2) 3/4"o THRU BOLTS TO MULLION \ & (2) 3/4'0 K:YIK 60LT T2 EXPANSION ANCHOR ��,� \•� \� - _ ' QQ N. T1L ,.• .`�P UT :" ✓� .\ \\ \ W/ 5" Min. EMBEDMENT TO POURED CONCRETE l•JALL. (TYP. TOP & BOTTOM). �� :�GE(dS��••; • EDGE 1F APPLICABLE FLORIDA BUILDING CODE (Noe) High Velocity Hurricane Zone) WALL MOUNTING: MULLIONS (M) OR R SdO. 44167 C 2017 TLLTEcO POURED CONCRETE WALL SECTION W-2 i IN= 58mm ER & NER SLAT BERTHA ROLL UP auL.0 27 * END & INTERIOR WALL MOUNTED MULLION INSTALLATION IL EC O IIC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. °e CIA% " o� '. �L �O?. ��`�`1,��'�a GATE ;STING ENGIIFRIH�o1�PANYY 66 WESTRMS D.Ir APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE WI LIMITATIONS COVERED ON SHEET 10 ,TILUT i& �� 407 +"=F`sjT; E��,1�`S "' 1 Q'moil". rat;OCSo]C9oa cm '�" PHONE(9»)99gR]]T FAX: (981)20� 8�90 17-223 ES DRAWING K. SGF1£: 1/8' = 1" P'�6Pf�ljS AT}% WA IER A. nWT L.. P.E. ICt .wu mnur, FLORIDA U..2 4418] . SHEET 9 Or 2-1 1/4"0.3/4' IN! BUILDER TEK SCREWS EDGE IF APPLICABLE-\ 2"zMULUON DEPTHx1/6" Cont. j W/ 1 C.D.x0.060' GALVANIZED STEEL WASHER \ \\\ I -ALUM. TUBE (TOP & BOTTOM) 1Y// 4lASHER ®24' o.e. +�` 1 EDGE IF APPLICABLE 2 1/2" 5/I6"2 TAFCONS XL 5Y/ 2 1/4' ' 7 1/2" Min. I E.D 1Min. EMBEDMENT 0 24" O.C. %— MIN. I E.D. I ` T- - — 1- 7 1/2" Min. E.D. T ! CONTINUOUS POURED 7 1/2' CONCRETE (f'c = 3 ksi Arm) Min. E.D. 6" Min. THICKNESS zo REO'D. z 7W 10 ® ' o Q/6 or )I R/6 ov i � w p- �� EXISTING GLASS ~I i s E.D 7 1/2' \ 3 EC. I . \ POURED CONCRETE I (f'c = 3 ksi Min.) 6" Min. THICKNESS 5" EXTERIOR 1 REQ'D. 1 2" M OR� �- END CAP 4" I EDGE IF APPLICABLE 7 1/2" Min. E.D. ,\ . POURED CONCRETE \ (f'C = 3 ksi Min.) _ REO'D. THICKNESS \ EXTERIOR 7 1/2" Min. E.D. 2 7 ` �� 2' 1/2' Min. E.D. L ' /j L4"x4"xl/4' I _ _ y �, 4'x4"x1/4' (6061-Ta` ALLOY) M OR No. EDGE IF APPUCABLEJ (60m1 T6 FLEA) SIDE. �1um. ANGLE EA. SIDE. AluEDGE IF APPLICABLE_ EXTERIOR ALTERNATIVE SECTION X2-X2 W/ (4 OR ALTERNATIVE SECTION X2-X2 W/ (�* (INTERIOR MULLION) (END & INTERIOR MULLIONS) Q/�or (W/ ORIENTATION 4 2) (W/ ORIENTATION >v 1) (4"x6" or 4"x8") (8"x4") R/6 )R R'/ 'SIDE RAILS Q & CF , AND BOX NOT SHOWN FOR CLARITY. (WALL MOUNTED SHOWN, MAY ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 10.) I I 1/4 xt 1/4 x0.062 xCONT. ALUM. —ANGLE W/ 1/4"OX3/4" ITW BUILDEX TEK SCREWS 9 24" o.c. TO TUBE. 1 1/4' 3 (rep. TGP/ED TCN) 1 1/4- I (rP. TOP/eSMOM) I 7 1 2` C _ 1 TJL'OUS POURED / EC�EQ-1�4"x4"xT/4'xD'-6"(6061-T6 ALLOY) Alum. ANGLE M;N. EA. CONCRETE (f'c = 3 ka FA. SIDE VI/ (2) 1/2"0 THRU BOLTS TO MULLION Min) 6" Min. iNiCKIJE55�. & (2) 1/2"e KWIK BOLT TZ EXPANSION ANCHOR �P.EQ'D. �' W/ 3 1/4" !.!in. EMBEDMENT TO POURED CONCRETE 1'/ALL. (iYP. TOP & BOTTOIA). EDGE IF APPLICABLE-/ WALL MOUNTING: MULLIONS Q OR nN POURED CONCRETE WALL SECTION W-2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SCALE: 1/6" - I' OSEE MAXIMUMO(INTERIOR) &(D(END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b FOR 114STALLATION CASES I' & II' ON SHEET 16 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I' — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN LOAD, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK HUS—H OR POWER FASTENERS WEDGE —BOLT ANCHORS. INSFALLATION 04SE H' — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN LOAD, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. N. TIQ ... . No. 44167 END RETENTION SYSTEM FLORIDA BUILDING CODE (Nor) High Velocity Hurricane Zcne) s• 2017 TVCCO INC. 58mm ER & NER SLAT BERTHA ROLL UP DPI.N 51. L.C. L E C ®INC , AMERICAN SHUTTER SYSTEMS ASSOC., INC. 06/16/I1 JT TESTING R ENGINEERING COMPANY 62P Yr On33 OATS Ret F_ .. :HEIRS.IL 1)166 BEACH. tl'ESi PAD. 6E4LN, Fl. 73407 1 %-22.7 2 :xs . vw : (xb) Cn-il2C , !m : (--!! 6>1-16Jf -mod: :eCOol.cOm PHONE: (877)999-2772 FAX: (561)209-8380 00 EB-0076719 aX. w nxcvn m OPdWING A9 l,TER A TLUT J,, P.E FLORIDA U.. 0 44167 , , SHEET 10 OF 27 END RETENTION SYSTEM TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUTED CONCRETE BLOCK STRUCTURES STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN LOAD (p.s.f.) FOR THE OPENING AND DESIRED PRODUCT SPAN "L" (ft) TO PROTECT (SEE GENERAL NOTE #1, SHEET 1). STEP 2: ENTER TO CHARTS Ia OR Ib ON SHEET 12 TO DETERMINE, BASED ON 1/4" SLAT SLIP (in), ANCHOR TYPE AT SIDE RAILS; A.S.D. DESIGN LOAD (p.s.f.); AND THE MAXIMUM SLAT SPAN "LMAX" (ft). THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS Ia, Ib & Ic TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.D. DESIGN LOAD: SEE STEP (1) ABOVE. LmAx: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A 1/4" SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN LOAD. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic (SEE STEP 4). STEP 3: OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Ila, Ilb, Ilia & Illb ON SHEETS 13 & 14. ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TYPE, A.S.D. DESIGN LOAD & PRODUCT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS). SEE GENERAL NOTE 5_0XSHEET-I-FOR- ANCHOR SPECS. THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE4a: 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED SHALL BE BASED ON INSTALLATIONS INDICATED ON CHART Ic ON SHEET 12. IT SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. 2. ENTER SCHEDULES 1a THRU 2c ON SHEETS 15 & 16 W/A.S.D. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX., 12', 8' OR T), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (©,QN ), MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 7 THRU 10 FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (®©) 'RP.TI��j✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 44167 ': 02017 r`TEC° " 58mm ER & NER SLAT BERTHA ROLL UP Dp * LC LC. L E C O INC. AMERICAN SHUTTER SYSTEMS ASSOC.. INC. De !� ` 1 TIWT TE=NO III ENGINEERING COMPANY OJN nw, iGq. SL Aa ]tl - v.^u G4^Ott R ytM S 62E8 VIEEf CH. 33 NFSF pAVJ 2FPCN. FL 1)407 DATE DATE , Mnw:!eJ)en, . ut'IC nt-15JI PHONE' (877)599-2772�FAX: (551)203-C]B0 17-223 FJ 11, P E� UN e-mail• 411•ec6aol.om ES-ODD671B p'ALTER 0. "'u, " p.E.]'e i1� a aJ A DRAWING J O un SHEET 11 DF 27 SLAT PERFORMANCE CHARTS (POURED CONCRETE) SLAT PERFORMANCE CHARTS Ia, II) & IC: (ONLY VALID FOR 114" SLIP) FOR A GIVEN AS.D. DESIGN LOAD (p.s.Q. PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE CHART Ia CHART Ib CHART IC USE DAXAIUM VALUE BEMEDI POSBAE AND NEGATIVE A.SD. LOAD USE NAXWUN POSTNE A5.0, LOAD VALUE 318"0 WEDGE BOLT ANCHOR 5/16'0 ULTRACON ANCHOR A.S.D. DESIGN WX SLAT SPAN -LNNL• Tn MAX. SLAT SPAN •LNw (F'f) REQUIRED MIN. GSEPA MEON TO TO BACK OF SLAT (pl) 1 A" LOAD (psf) YOLLVf wla s IIQNr a „om a CRuj[M/ � Icns ♦ INI!/ ��,ola t xny u0tiff s.E wl¢ r OVAfm uaM a rcn5 • �A�,1V?,+S/ � tot � xora s 30.0 22'-10' 22'-6' 20'-0' 17'-0' 18'-9' 14'-6' 12'0 0' 10'-T' 1' 8 1/4' 35.0 22'-10' 22'-6' 18'-O' 15'-3' 16'-10' 13'-0' II'-0' 9'-3' 40.0 22'-f0' 22'-0' 16'-6' 14'-O' IS'-6' 12'-0" ID'-0' 8'-5' 45.0 21'-0' 21'-10' t5'-O' 13'-0' 14'-3' 11 -0' 9'-6' Y-lo' 1' S. 50.0 20'-0' 19'-10' 14'-0' IX-3' 13'-& 10'-4' W-9" 7'-4' 1' 7 3/4' 55.0 19'-0• 19'-0" 13'-3' IV-4' 12'-0' IW-0' 8'-3" 6'-10' 1' 7 1/2' 60.0 17'-9' 18'-0- 12'-3' f0'-9' It'-3• V-6' - 7'-9' 6'-6' - 1' 7 1/2' 65.0 16'-10 .. 1Y-0' 11'-6' __ 1D'-3' _..- f0'-9' 9'-0' 7'-6' 6'-3' 1' _- 7 1/4' 70.0 I6'-0' 16'-O' 10'-9' 9'-9' 10'-4' 8'-9' T-3' 6'-0' 1' 7" 75.0 15'-0' 15'-0' 10'-3' 9'-3' 10'-0' 8'-5' _ 7'-0' S'-10' _ 1' 7' 80.0 14'-6' 14'-3' 9'-0' 8'-9' 9'-6' T-6' 6'-0' 5'-9• V 6 3/4' 85.0 13'-0' 15-9• 9'-4' W-4' 9'-0' 7'-2' W' B' 5'-8' 1' 6 1/2' 90.0 12'-6' 13'-3' 9'-0' 8'-0' B'-9' 6'-9' V-B' V-7' 1' 6 1/2' 95.0 1V-6' 12'-9' 8'-9' 7'-B' V-6' W-4' 6'-4' 5'-8' 1" 6 1/8' 100.0 10'-0' 12'-3' 8'-6' V-5' _B_3_ �:-0= -8•-2- -T-5 - -1• -6'- 105.0 9'-6' 11'-9• 5'-3' 7'-2` 8'-0' V-11- 6'-1' S'-{' 5 S/B" 110.0 9'-5' 1f'-3' 8'-0' Y-0' V-9' 5'-9, 6'-0' 1'-3. 5 5/8" 115.0 8'-4" 11'-0' V-10' 6'-iO' Y-7' S'-6' 5'-11" 5'-2' - 1. 5 5/B' 120.13 8'-3' 10'-9' 7'-9' W-8' 7'-fi" 5'-5' 5-10' 5'-0' 1' 5 S/B' 125.0 9'-0' IO'-7' 7'-8' 6'-6' 7'-4' Y-4' S'-9' 130.0 8'-10' 10'-6' 7'-3' 6'-a' 7'-3' 5'-3' S'-8' 4'-10• f' S 1/2' 13$.0 W-2" Y-O' S'-2' S'-7' 4'-0• 1' S 1/2" 140.0 8'-6' IO'-0' 6'-10' 6'-0' 6'-t0' 5'-0' W-G' 4'-e' 1' S 1/2' * NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 13 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8"0 WEDGE -BOLT ANCHOR OR 5/16'B ULTRACON ANCHOR, INTO POURED CONCRETE OR WITH 1/4"0 HEX HO. HWH SELF -DRILL 410 S.S. SCREWS AT MULLIONS CONNECTION. VAUD FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY UNEAR INTERPOLATION BETWEEN END VALUES. _SLAT SPAN_ o] END RETENTION SYSTEM SLAT PERFORMANCE CHARTS (GROUTED CONCRETE BLOCK) SLAT PERFORMANCE CHARTS Ia. Ib & IC: (ONLY VALID FOR 1/4" SLIP) FOR A GIVEN A.S.D. DESIGN LOAD (P.6.0, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE CHART Ia CHART Ib CHART IC USE UAM U11 VALUE BETf1It1 POSONE MD NEGATIVE A.S.D. LOAD USE U"MuN POSE A.S.O. LOAD VALUE 3WO KWIK HUB BOLT ANCHOR 6116'O ULTRACON ANCHOR A.S.O. DESIGN MAX. SLAT SPAN •LµU(,• (� MAX. SLAT SPAN � "L. (FT) REQUIRED Mvl. SEPMTION TO GLASS MEASURED TO BACK OF SLAT 1 h 3 LOAD (Pyf) w+IL W,MT >S IZilS t 1gA•Pm t3MbUr xuL lR1rP[n = - i 30.0 14'-6' 14'-7' 1V-O' 9'-7' 10'-6' e'-6' 8'-0' 7'-8' 1' 7 1/2 35.0 13'-2' 13'-3' le-o' B'-I1' 9'-6' 7'-10' 7'-4' 7'-2" 1' 7' 40.0 12'-O' 12'-0' 9'-V 8'-4' 9'-0' 7'-4' 6'-9" 7'-0' 1 7' 4&0 1V-3' 11'-O' 8'-10' 7'-I1" B'-6. W-10' V-7' 6'-8' 1' 6 1/2' 50.0 10'-6' 10'-3' 8'-1 7'-6" W2' 6'-6' 6'-4' 6'-5' 1' 6 1/2" 55.0 9'-t1' 9'-7' Y-11" 7'-3' 7'-9' 6'-T W-2" 6'-3" 1' 6 1/8' 60.0 9'-4' 9'-O' 7-7' 6'-11, Y-3' W-0' 61-0" .6'-o' _f' 6' 65.0 8'-11' W-7- Y-4'- 6'-9' 7'-0- 5'-10' 5'-11' 5'-11' t' 6' 70.0 8'-B' 5'-2' 7'-1' V-6• 6'-7' S-7' . 5'-10' 5'-10' 1' 6' 75.0 8'-3' 7'-f0' W-10' 6'-4' 6'-6' S'-6' S'-9' - W-B' 1' 5 3/4• 80.0 T-11' 7'-W B'-8' 6'-2' 6'-3. 5'-5• 5'-7' 5'-4' 1' 5 5/8' 85.0 i-5' 7'-2' 6'-5' W-0' 6'-2' 5'-4' 1'-6. 5'-2- 1' 5 1/2' W-il' 6'-3' S'-11' 6'-0' W-2' W-5' V-0' 1' 5 1/2" 95.0 T-2' _6'=8"-_-G'-1= 5-0•--5 �, 4•-8• 1• 51/2 100.0 Y-D' Wr V-0' 9'-8' S'-6' 4'-f0' 5'-3' W_G6 1' 5 1/4' 105.0 C-10' 6'-4• 5'-11' S'-6' 5'-6' 4'-e' -5--2• 4'-Y l-•- _5 .1/4• 110.0 ' 2 6'-1' 5'-9' S-5' {'-fi' 5'-1' e_6' 1' 5 1/4' 115.0 W-6' _ 5'-11' 5-8' S'-4' 5'-4' 4'-4'� 5'-0' 3'-9' 120.0 6'-41 5'-1D' V-Y 5'-3• 5'-3' 4'-2' 4'-11' 3'-8. 125.0 W-3• S'-8' S'-5' W-2' 5'-2' 4'-W 4'-10' 3'-S' 130.0 6'-1' V-7' Y-4' 5'-1' S'-O' T-10' 4'-9' W-B' 135.0 V-0' 1'-5. S'-3' W-O' 4'-1t' Y-8• 4'-8. 3'-7' 140.0 5'-1T 5'-4' S'-2' I 4'-11, "-to' Y-6' 4'-7' 3'-7' * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 14 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 HILTI KWIK HUS BOLT ANCHOR W/ 4' MIN. E.D. do 3 1/4' MIN. EMBEDMENT OR 5/16'la ULTRACON ANCHOR W/ 2 1/2- MIN. E.D. ec 2 1/4' MIN. EMBEDMENT INTO GROUTED CONCRETE BLOCK OR WITH 1/4'0 HEX HO. HWH SELF -DRILL 410 S.S. SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BET1'IEEN END VALUES. ;D,��p • �� cvT✓� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) i 02017 rILT_co eve. 58mm ER & NER SLAT BERTHA ROLL UP 4416T AMERICAN SHUTTER SYSTEMS ASSOC.. INC. TILLIT TESRND dt ENOINEERINQ COMPANY 4209 YRSTROADS OXYE ✓ �! (� \\ e31. LL . SR+. s_ E+. xs - n^.. waxu, n >I,et RN(MID "•• :€1( �\ • , UWGPSLSIE51R: E-9A.:S- J0T4I0W,06fT71l9,r. wmr PAw BACH, rL 33407 em:eo0Dcm (577)999-2772 r- (5el)2098 P.E. DRAWN 61: L.C. De/IB/11 DATE 17-223 DRAWING go SHEET 12 OF 27 END RETENTION SYSTEM MAX. ANCHOR'S SPACING SCHEDULE IIa FOR A GIVEN PRODUCT MOUNTING TYPE W/ 3/8" 0 WEDGE -BOLT ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE t WALL MOUNT RUII D_DUT WTI INT DESIGN DESIGN SLAT SPAN RANGE L RANGE (P.e.0 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16't > 16'-23't s 30.0 12' 12" 12" 12" 12" 12" 10" 6' >30-40 _ _12" _ 12" .__12" •12" 12" 12" 11 1/2' 7 1/2" 4 1/2' >40-60 12" 72" _ 12"- 12" 7 1/2" 5° 4 1/2" >60-80 12" 12" 12' 12" .. 9" 5 1/2" `. 4 1/2' -a 1/2' >80-105 12" 12" IV' tt' 6 1/2" 5 1/2" 6- - >105-120 12" 12" 12" 9" 6" >120-t40 12 12" 1 11" 7 1/2" 1 5 1/2" 5 1/2' - - TRAPPED MOUNT DESIGN DESIGN SLAT SPAN RANGE RAGE (v.e.r.l 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16't > 16'-23' s 30.0 6' 6" 6" 6" 6" 6"__ >30-40 6" 6" 6" 6" 6" 6" 6" 6" >ao-60 6" 6" 6" 6" 6' 6^ 6" 5 1/2" >60-80 6' 6" 6" 6' 6' 6" 5 1/2" 5 1/2" >80-105 6°_ 6" 6- 6" 1 6' 5' 5" - >105-120 5" 6" 6" >120-440 —6"— —6"— 6'"— 6' 1 6" 1 5' - - SI G. DESIGNSLAT SPAN RANGE LOAD RANGE 0'-4't I > 4' -5' t I > 5'-6' t > 6'-7' t > 7'-9' t I > 9-72' t I >� 12�'-16' t > 16'-20' t D D 0 0 0 0 oo (0 s 30.0 5" 5" 5" 5" 1 5" 5- 5" _ _ 5" 5. 5. 5• 5• 5" 4 1/2" - >30-40 5" 5" 5" 5" 5- 5" 5' 5" 5' 5" 5" 5' 5" __ - 4 1/2" >40-60 5' 5" 5' _ 5" 5' _ 5' 5" 5' 5" 5" 5' 5" 4 1/2" - - >60-80 5" 5' 5" 5' 5- 5" 5" 5- 5- 5' 5" >60-105 5" 5. 5. 5. 5• 5. ' 5. 5. -- 5. _.._ 5— 5" >105-120 5" 5' 5" 5" 5" 5" 5" 5" 5" 5" 5" - - _�- >12o-1w 5' 1 5" 1 5' 1 5" 5" 5" 5" 5" 5" 5" 5" - - - SLAT SPAN—' 0 SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 12. MAX. ANCHOR'S SPACING SCHEDULE IIU FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 5/16"0 ULTRACON ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD 8L SLAT SPAN RANGE t WALL MOUNT BUILD -OUT MOUNT A-&G' DESIGN SLAT SPAN RANGE LOAD RANGE W .I.) 0'-4' t > 4'-5' T > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16't > 16'-23't s 30.0 5' 1 5" 5" 5" 5" 5" 5' 5" >30-40 5. 5" 5. 5. 5. 5. 5• 5- >40-60 5" 5" 5' 5" 5- 5" 5' 5- >60-Ro 5' S" 5' S"_ 5" 5" 5" 5" >80-105 5" 5' 5" 5^ 5.. 5. 55. >105-120 5" 5" 5" 5" 5" 5" >120-140 5' S'1 5" 5" 5" TRAPPED MOUNT A.S.O. DESIGN SLAT SPAN RANGE LOAD RANGE (v.e.r.) 0'-4' t > 4'-5' t > 5'-G' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16't > 16'-23' s 30.0 5" 5" 5" 5' 5" 5" 5- - >30-40 5" 5" 5" 5" 5" 5" 5' - >40-60 5" 5" 5" 5' 5" 5" - - >60-80 5" 5" 5" 5" 5" 51" - - >80-105 5' _ 5" 5" 5' S" 5" - - >tGs-t2o 5' ..�5.5" S" 5- 5" 5"- t20-140 5' S" 5" _ _ 5° - - - A.S.D. DESIGN SLAT SPAN RANGE LGAD 0'-4't I > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t (P,.G,j D DO Dt D� Otl 0. 0 D D I DO s 30.0 3 1/2. 3 1/2' 3 1/2" 3 1/2' 3 1/2" 3 1/2' 3 1/2" 3 1/2 3 1/2- 3 1/2" 3 1/2" 3 1/2" >30-40 3 1/2. 3 1/2 3 1/2" 3 1/2 3 1/2" 3 1/2 3 1/2' 3 1/2' 3 1/2" 3 12" _>a0-6a 3 1/2' 3 1/2 3 1/2" 3 1/2" 3 1/2" 3 1/2 3 1/2" 3 1/2" 3 1/2" 560-80 >80-105 >tos-t2o 3 1/2" 3 1/2' 3 1/2" 3 1/2 3 1/2 3 1/2' 3 1/2" 3 1/2' 3 1/2" 3 1/2 3 1/2' 3 1/2' _3 1/2 3 1/2 3 1/2" 3 1/2' _— 3 1/2" 3 1/2" 3 1/2' 3 1/2" -- -_ 3 1/2' 3 1/2"_-- >120-tw 3 1/2" 3 1/2 3 1/2' 3 1/2' 3 1/2" 3 1/2 3 1/2" _ aP�ti� ENrc�T`�9 FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) No• 44167 2Dt7 mrE o I: 58mm ER 8L NER SLAT BERTHA ROLL UP °NBC AMERICANSHUTTER SYSTEMS ASSOC, INC. °BOATEf/ �T a ✓j ?i A>, TIWT TESTING 4 ENGINEERING COMPANY 4266 WESTROADS ORY 0 �'•'• , C py1 yam.• YS 1� ex._ Kv.:es. s� Xa Jf - t ccu wcws, 0. lttes w1T PAIN CH. R 33407 Il `� nw : (a tmo-�sn . rv.: (_es) en-:s.t ( ) 2772 PAX: (S61)209-8390 ? F G� 111 - ,c tOte_oeeoLeom Prate 67T 699- 17-223 E6-1 1 0 E7Is aaozmXt wrt nx y;L DRAWING go WALTER A TIWT Jr., P.E m tr-cal tyW:r Jw I7 FW,tDA Lfe. 1 44167 e . SHEET t3 Or 27 T END RETENTION SYSTEM MAX. ANCHOR'S SPACING SCHEDULE IIIa FOR A GIVEN PRODUCT MOUNTING TYPE. W/ 3/8" 0 HILTI KWIK HUS BOLT ANCHORS TO GROUTED CONCRETE BLOCK WALL, A.S.D. DESIGN LOAD_& SLAT SPAIN RANGE WALL MOUNT BUILD -OUT MOUNT A.S.D. DESIGN SLAT SPAN RANGE LOAD RANGE (P.s.f.) D'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9•-12' t > 12'-16't > 16'-23't s 30.0 12" 12' 12" 12' 12" 8' 6• - >30-40 _ _ 12' 12" 12" 12" 10 1/2" 6" 6' - >40-60 12" 12" 12" 12" 6 1/2- _ 6"- >60-BO 12" 12" 12" 8" 6" >80-105 12" 12" 8 1/2" 6" 6 1- - - >105-120 12' 12" 7' 6" - - - - >120-140 _ 12" - 11" 6' 6"-- - - -- - -- TRAPPED MOUNT A.S.D. DESIGN SLAT SPAN RANGE RANGE (P.sf.) 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16't > 16'-23' s 30.0 6" 6" 6" 6' 6' 6" 6" - >30-40 6' 6" 6' 6- 6" 6" 6" - >40-60 6" 6" _ 6" 6" 6" 6" 6" - >60-80 6" 6" 6- 6" 6" 6" - - >80-105 6" 6' 6" 6" 6" - >105-120 6" 6" A.S.D. DESIGN SLAT SPAN RANGE LOAD 0'-4't > 4'-5' t > 5'-6' t > 8'-7 t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t F (0 10) (0 @ D (0 C� s 30.0 6" 6" 6. 6" 6" 6" 6" 6" 6' 6" 6" - - - - >30-40 6' 6' 6" 6" 6- 6" 6' 6" - 6' 6" 6' 6" - - - - >40-60 6" 6" 6" 6" 6" 6" 6- 6' 6" 6' 6" 6" - - - - >8D-105 6" 6" 6' 6" 6" 6" 6" 6' >105-120 6" 6" _ -6' 6" 1 6' _ 1 6" - - - - - - - - - - >120-14o 6" 6' 1 6 6' 1 6 1 6" 1- - - - - - - - - - SLAM `SPA14 O� SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 12. MAX. ANCHOR'S SPACING SCHEDULE IIIb FOR A GIVEN PRODUCT MOUNTING TYPE, W/ 5/16" H ULTRACON ANCHORS TO GROUTED CONCRETE BLOCK WALL, A.S.D. DESIGN LOAD & SLAT SPAN RANGE WALL MOUNT BUILD -OUT MOUNT A.S.D. OESIGN SLAT SPAN RANGE RANGE 0'-a' t > 4'-5' t > 5'-G' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16'T > 16'-23't s 30.0 5" 5" 5' 5' 5" >30-40 5"_ 5" 5" 5" 5" 5- - >40-60 5" - 5" 5" 5" 5"..�._— >60-80 5" 5" 5- 5" _- >80-105 5" 5' 5' — --- --" - --' - - - >105-120 5.. 5" 5' - - - - >120-140 5" 5" 5" TRAPPED MOUNT A-&D• DESIGN SLAT SPAN RANGE RAND (P.-I.) 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16't > 16'-23' s 5" 5" 5- 5" 5- - - - >30-40 5" 5* 5' 5" 740-60 _ 5" 5" 5" - - - - >60-80 5' S"_ >80-105 5" 5" 5" - - - - - >120-140 5" — 5" 5" - - - - - [�7D. SLAT SPAN RANGE LOAD 0'-4't > 4'-5' t 6' t > 6'-7' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' t (P.9.f.RANGj D D ,® @ 1 Dt D� ', D1s 30.01/2" 3 1 2" 3 1/2" 3 1/2" 3 1/2' 3 1/2">30-40 3 1/2" 3 1 2' 3 12" 3 1 2" r12" 3 1 2" 3 1 2" 3 1 2'>40-60 3 1 2" 3 1/2" 3 1/2" 3 1/2" 3 tZ2" - - - ->60-80 3 1 2" 3 1/2" 3 1/2" 3 1/2' 3 1 2" >80-105 3 7 2_ 3 1 2' 3 1/2" 3 1 2" >105-120 3 1/2- 3 1/2- 3 1 2" 3 1/2- 3 7 2" — -- A >720-740 3 1 2" 3 1 2' 3 1 2" 3 1/ 2" 3 1 2" A. TI(4T� - •. jENS" •., 9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) "' 0 2017 TLLTECO INC. 58mm ER & NER SLAT BERTHA ROLL UP DRAW 61. .44167 L.C. Rk"A� �/ L• EC ® 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. oe DATE �� p T'.• • 1A HILT ... a ENOINEEAINO CO.. bJ`5 fl.rt. JJR SL S+..JJ - v9.ti.Ja 6AJDS, A bttf 4265 WESTROAD5 DRIVEI WEST F. M BEACH.., FL 33407 1 7-223 •ORO , ,1 • : (bs) 9Jt-ttxC , ro.. Fa) eJt-tslt FHIXIE: (877)999-2772 FAY- (581)20S-8350 1 •••••••••.. e-m0"1: Ult-0001.ccm DRAWING A. n1E EB-0005719 W� an ailaiE, mnan SHEET 11 OF 27 SCHEDULEta FLOOR TO CEILING (TRAPPEDI MOUNTING MAX SPAN MI FOR END AND INr C10711LLL10?GF RAGIvsNASrDESIGN LOAD fpft AN'jAIMY )A L NSPPONGtA,' A-S.D. MAXIMU5I MULLION SPAN LOAD LOADNLILUON9 atOLuoN ®4"x6" xI14" MULLION CNbeg�' @4'-x8"x114" MULLION Ip.iF) SPACING 2EEMAON OTENTATON 02 a OREMATC44 01 M a OP,ENTATION * 11ENIfli DI END I INTERCR ENO IN .RIOR I END LVtc^ROR 91 22.10- E' - 6 • 9' - 4' S' - 11 - N • - B' T' - 8 ° 9' • 7' fi' - 5' ' iT' 0 35RIS-0- 8' - 0" 8' - IO• 5' - 6' 10, - 11' 7' z a 11` s'• 4• 12'- o• 40 5" - 8" 8' -. 5 5' -: 2' to, • 5' 8' - 5' 8' - 0' S' • 11 • 12' • 0- 45 6 ' . 5 . 1 8 ' - 4 • 5' - 2 • to'- 4 " 6' • 4 • a' _ t - 5'-'I7' 12'- O- ED S•. 6" film i' S'- 1• 9' - 10' a'• 55 5'- 6` e'- /' 6'• C• 9'- 5'•71`7•- 9- S'. g /2•_p• D5'a'8'C' S'1•9'•3.• 5' . 11 • 7•. 10• 5' - 9" 12- - 0' E5 - 6" 7' _ if' S' - O' g• _ 0' 1t' 7' - 7' S' • 8' 12' - 0' 7JS'e7' - 5' S'7" 12' - 0' 75 5'- E• 7'- 1C' S'- 1' 8'7'- 5• 1'- 8` 12'• 0' 30E6O , 7' - 1C' S' - 0- a.. 6' S• • 9.' 7' - 2' S' - 7. 1 IV - 0' 85130 7'• to- S' 1• 8'- 7' 6•. 0" 7'- 4' S'- S• 112'• 0' 90 12"a' 7- • 10' S' - 3- 8' - 9' 6- - 2- 7' _ 7 6' 0' 12' - 0' ad 111-6 7, - It - 5' - 5' 9" - 6 - 7" 8 0' 6•-. 2" 12'- 0• 100 f0'S' 8'- t'• 5'- 7 9'- 4• 7'- 0' 6•, 6• 6'• 5" 12'- 0' 105 9$ e'• '< 5'- 11• 9'- to' 7-• 6" 8-- 6' 6'- 9' 12'- 0' 1t0 9.5" 8.- 1• 5'- 10• 9'• 6' 7'- 5• 8'- 6- 8•- 8' 12' 0" 115 4-0' S- 2• 7'-' 2" 8'- 3120 8-3• 7' - 11 ' S' • B' 8' - 10' fi' • 17 • 7- - t0"125 9-0' 7' - 10" 5' - 6' 6' - 9" 6' - 11 ` 7' - 8' 8' - 6' ' 12' • 0- 130 9-10' 6' 0` T - 10- 5- 7' a'• 7` IS' • 10- 7'- 6' 6' 5' 12'- 0• 135 8'9' 6'- 0': 7•- 9- 6.- 8' e'- 4" film a" 7'_ T' 6'• 10- 7W 6'S B' • 0" 7' - 9' S' - T' 2-- 3 • fi' - e' 7' . 6' - 4' 11' - SCHEDULE tc FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (In FQR FN7 ARM FIIONS M.RA-N°N 9G.NOAD('P ANDA T-0- MAY t1ULUCNSAQNG 4t" _ AS.C.. MAXIMUM MULLION SPAN (R) DESIGN LOAD MAf(1MUN MULLION '( d"x6"x1f4" MULLION ©4"x8-xIW'MULLION (PSL) SPAgNb 0.-Is'TATYJN II a Cf1EMATONT2 r1 OPoENTAThON 07 B ORIEY.TATKIV S2( B (fir END INIERiCR ENO INTEROR ENO IYIERKA END INTERIOR zoo T-0' 12'- 0• 12'- 0' 12'• 0- IV- 0- 12-- 0- 12'- 0• 12'- 0' 12'- D. 35.0 T-0• 12' - 0' 12' • 0` 12• - 0' 12' - 0' 12' • 0" 12' -' 0.- 12- • 0' 12' • 0' IXLO T•9' 12'- 0' 12'- 0' 12'- 0• 112!• 0' IF- 0• 12"- 0• 12- - 0" 12'•' 0• d10 T-0' 12'- 0" 12'' 0' 12-- 0' 12'_" 0' 12'- 0• 12'- 0• 12•• 0` 12'-' 0' 50.0 T-0' 12'- 0' tt'- 7' It'- 8" 12'• 0• - 0' 12'• 0` 12'• 0' 112'• 0` 510 7-0 12'- 0' it'- 3- to'- 11" 12'• 0' _12 12'- 0• 12-- 0' 11'- 1t- 112'• 0• E).0 7'J 12' - 0' 10' - 11.' 10' - 4' 12'. 0" 12' -' 0" 11' 11' 11' - 3' 12' - 0' r"5.0 T-0` t7'- 4- f0'- 1` - it• 12'- 0" 12'. 0• it7' to, 9' I12'• 0' 7D.0 7-T 10' - 9' to- - 5' S' - 6- 12' _ 0' 12' - C" 11' • 3' 10' - a" 12' .. 0' 7'47 IO' - 3' 10' • 2" 9' - 2• 72' - 0' 12' - 0.• It- • 0' 9' - )1 • 12' •. 0' 800 7'-0' 9'- to" 9'• 11" 8'- f0" 12'• 0• W. a• 10' 10• 9'• 8' 12'- 0' 85.0 7-0' - 5' 9' - 9" a*- 7- 112' _ 0' It - - 1' to- 7' 9' - 4" 12' - 0' 50.0 T-0' 91- 7" 8'- S. ,11, t0' f0'- 6" to- 5' 9- 1- 12- 0' 95.0 7-0' 8'- 9• S' - 5" S'- 2• 1111- 7" 10'- 4' to- 2- 8'•411• 12'• 0" .000 74' 8' - 6' 9' - 3' 8' - 0" It' _ 5• 1p' - 0• to- - 0• 8' - 6' 112'.• 0' 1050 T-D 84- 3` film 1" 7-- 9• IIt'. 3• 9'- 9' 9'. to- 8•- 61 121- 0' 110o P-0' 8.' 0- 6'- f1" 7'• 7" .it'- 1' 9'- 6" a -- 9- 8'- 4' 12'- 0' 115.0 7'-T 7'- 10• a'- IV 7-- I10'- 11' 9'• 3• 9'- 7• a - 2' 12'• 0' t2o.0 r-V 7' - 8" 8• • 6" 7' - 2' f0' • 9.` g' - C` 5' 8' • 1' 12' - 0' t25.0 T-0' 7' - 5 - 8' - 7" 7' - 0 • 10' • 7' a' - to 9' - 4 • 7' - 11 ` 12' • 0' 137.0 T47 7' 3" 6 -- 5` 6' - 10' 10' • 8• d' • 7' 9' • 2' 7.• - 10' 12' - 0' 13SC T-0' T' 2' film 4'• film 8` f0'- 4.' B'- 7• 0.• 1400 71-0- 7' 0 1 a-- 3 16'. 0-12- ND MULLION f I/H ( I ( I INTERIOR MULLION � I I,--'S'�"S" E MULLION SPACING: 11S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. MULLION SCHEDULE FOR END RETENTION SYSTEM SCHEDULE 2a WALL MOUNTING MAX SPAN on FOR END AND INIER'OR MULL1O�-S FOS A GNENA9C CES* LOAD fcsf AN AM \ pN PAgN3 RI ASD. MAXIMUM MULLION SPAN ft IiEsicN DESIGN YAMIMbi MuLuoff ®7 4"x6"x1/4"MULLION @4"x8"x114'•MULLION (P-t) SPRUNG CRIENTADONA1 B ORENTAT)CNA2 B CREIVIATGV AI C B CRIENTAT,ON A2( B far END INTERIOR END INIERFOR END LYIEMO.R END IMERICR 30 w-IL. 6'- 5" 9'- 3• 5'. 11 - 116• 6• 7-- 1' S'- 7• 5'- i 12'- 0' SS 22-10" 6'- D' 8'- to- 6• 10'• It- 7'- 2' a'- 11• 4•- 10" W v4ar 5.'- 8` a,- 5' S'- 2' t0•_ 5.• 6!- 9• 8' S` d' ti' 0• 45 21'4Y 5'- 8' 9'- 4' 2• t0-- 4- V. 9• 8' 84 L'- 3- 12•_ O• W 2G-0' S' 6• 8'•. 2' _ 1' f0•. 2• 6'- 7• 8'- 8' 4'- 2` IV 0' 55 19-0' S'- 81 3'. 1' _ - 0" to'- 0' 6'• 6• 8'-6- 4-- 12'- 0• Et 1T-9' S.'- 6• 6' 0• 5' - 1" 9' - 17 ' 6' - 6' 8' - 7' 4' 1 " 1" 12' . 0 65 16.401 5'- 6' 7'• 11• 5'- 0• 9'- 10' 6'• 5• 9.'- 5- 4'- 1- 12'- 0• 73 16'-0' S'- 1• 7'- IF 5'. 0' 9'- 9• 6'- 8• 6'- 5- 4'- 0' 12.- 0• 75 W.D. 5'- 6. 7'- to- 1- a'• 9• 6' 6• 8'- 5" 4'- 1" 12'- 0" IUD 14'W 5' 6' 7' - 9' _ . 0' 9' - 8 • E' 8 • 8' - d ` 4 • 1 " 12' - D' 85 13'£ 5•' • 6' - 70' S' • 1' 9' • 8' 6' " 7' B' - d' 4' - 2' t^ • - o' g0 17a6. 5'- - 1'- 10' 3' 9•- 91 E' e' S' 4'- 5" 12' 0• 95 t1'S 5'- 10' - 11' 5'• 5' 9'- to' 6'- 11- 8'• 5• 4'- 6" 1•' p^ 7M IGn� film 0' 8'- 0' S' 7• to'- 0.• 7' 2' 8' 6' S'- 1• 72'- 0' 105 96' 6' - 4' 8' - 2 • 5' • 11 • to, - 2' 7' • 6' 8' - 6 5' - 9" 72' - 0" 1fo 9-S 6' • 8' • 1 • 5 lo- t0' - D^ 7' • 5' e' - 8' S' - 6 • 7"e' - 0` lls 9d- 6'_ 2' 8'- 0'• V. 9• 9'- 11 7'_ 3'• a.- 5• 5'_ 4- Y•. 0• 17J 9-3" fi'- o' - 11• _ 8• 9'- 10• 7'- 2• 8'- 5• 5•- 2" tt'- 0'- 125 9-0• 6- - 0' 7- - f0' _ . 8 • 9' - 9' 7' - 2' 1 8' - 5' S' - 2" 12' - C' 130 9-to' 6'- 0' . 10• _ 7- 9'- 8' 7' 1'• 0'_. 4• 5'_ 1" 12' 0- 135 6'• p" 7'• 9' S'- 6' 9'• 7• 7'- 0• film 4 5'• 0• 11•• 10• 140 94T 5' - C' 7' 9' _ 7' 9' - 7' - 1' 8.' - 4 • 5' _ 0' SCHEDULE2c WALL MOUNTING YAX SPAN 101 FOR END A'1D C1rIEICORMULUONS':fir-A GNEIIO'e51^RLOI.D ftva 't'Dh T-0^ kAk ML_UtxtSPP.CLVp IRl' AB.D. MAXIMUM MULLION SPAN (11) DESIGN LOAD MA) MIUAI MULLION �7 4`x6"x1f4" MULLION N04'•x8-x114- MULLION (p.sf.) SPACNG MEKEATIONBi d a Ofaa,TA.TToN ffi' a CREMATION)( a ORErJrA71 02( a f10. END INIERICR ENO O4TER)DR END UITER:OR END INTERIOR Soo 7-0' 12'• 0` 12'• 0• 12'• o- 12'• 0• tr•'o• n•- fi• 12' - o• u•- D- 310 7d 12-• 0' 12--. 0' 12'• 0• 12'. 0' 12'. 0' 12'- 0- 12-. 0- 12-• 0- 40.0 TL" 12' - 0 • 12' - 0' 12' 0' 12' 0' 12' 0' 0.- -12'.- 12' • 0- 12- -' O- 410 74T 12' • 0' 12.' - 0' 12.• • 0' 12' 0' 12• - 0" 12' • 0' 12' • 0' 12• 0' Sa0 7{ 12-• 0` 11 - 7' 11'- 6' 12-- 0' 12'• 0• 12'- 0• t2'- 0' /2'. 0- 550 T-0' 12'- 0• 11:'- 3 10'• 11• 12' 0` 12' 0• 12'. 0" -it '• 11.- 12'- 0- 6D0 TP 12•• 0• 10'- 11 - 10-- 4• 12'• 0' 12'- 0' 11'- 11- It'- 3• 12- 0' 610 T-C- 11'• 4' 10'7 8' 9'- 11- 12' 0' 12'- 0' 11'• 7- 10'. 9' 12- - 0" 70.0 Trr 10•• 9' 10'- 5• 9'. 8" IV- 0' 12-. 0" 11'_ 3" 10'- 4' 12'. 0" 750 TL' to'- 3- 10'• 2- 9'• 2- 12'•' 0• 12' 0' 11'- 0` 8'• 11- 12'• 0- Soo 10' 9'- 11- 8' f0• 12'• o' 11' B` to,- 10' @'- e' 12'- 0' 850 7L" 9'• 5' 1 9• 9' 8' 7.' 12'• D• it' 1" to,- - 9'- 4• 12- - 0" 600 r.c• 9.'• t' 9' 7' T- 5' 11' to, W a- 1D'• - 9'- 1' 12'- 01 850 T-0" 8' • 8' I 9' - 8' - 2" 71' - 10' •. 4- 1D' • 8' - 11' 12' - 0` 7000 T-0' b'- a' 9' 3' B'- 0' t7' 5' IF 0- 1O•• 0• a' a- 12' D" lDBO 7C 8'- 3' 9'- 1• 7'. 9' It'• 3' 1.. 9• a*. to- a-- 8` 12- - 0' 1100 7-0' 8'•' 0- I a' 11' T. ]• 11'-. 1" a-- d• 9' - 9• a'- 4' 12'- 0' It" 741 7-- to- ' 8' 1G• 7'. 4. to, 17' 9'• 3` 9' - 7' 9'- 2' 12'- 0" 1200 7.O' 7'- a• 8' 8. 7'- 2- 10'- a` 9'. 0" 3'• S' 8'- 1• 12'• 0- 125.0 7-0' 7'• 5' 8'• 7` ]'• 0• 10'. 7- a'• To- 4'• <- 7'• 11` 12'• 0' /370 T.D' 7' • 3 • 8' - _ 8' • 10 _ /0' _' 6- 8' 7' 9' - 2' ]' to- 1350 7w ]'- 2' 8' 4' E' a' 1D'- 4' 6'-. 5' 8'- 1- 7.'• 8' 12' 0' i400 T-7' 7' • 0• a- - 3' 8' 7' 10' 3' B' 3' 9' - 0• 7' . 7' 12' - 0" Ok A `TI(iT No.44167 '; FLOP°IDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 rv_t6ca INC. 58mm ER & NER SLAT BERTHA ROLL UP °�LC.�' AMERICANSHUTTER SYSTEMS ASSOC.,INC. GoDATEit r TI TESTING & ENGINEERING COMPANY"" 4288 'R GATE I 411t N.V. ]e ( fit, ste 441 - `_ (4M'f4... rt 3114! 87r-r514 [u : (-•m) e71-1v: STROADS ERNE WEST PALV 3]407 F t 7-2z3 (1 . a- e-m 3: tDle4osaoL44„ D,3-OG9fi719 FHONE: (8]])363-27]2 FAX: (B61)209-8380 772 : DRAwlna ro :w..'T�t et nmx WALTER A T1tN Jr., P.E. FIDRIDA Ue. 4 4..B7 SHEET 15 OF 27 MULLION SCHEDULE FOR END RETENTION SYSTEM SCHEDULE1b FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN 1DI FO•R END AND INTERICR MILLIONS FOR A GIVEN DESIGN LOAD TWO AND 12'4' )AAX MULLION SPACING It)" AS.0. MAXIMUM MULLION SPAN (k) DESIGN LOAD MAXIIAUM A7ULLI0H ®4"x6"x114" MULLION ®4"x8"x114" MULLION (P.SE) SPACING CRIENIATION0t d a ORIENTATION 02 C fb 0 ORIENTATIONfEt (q 0 I OR£IJTATIONO2 0 Uq' I END I INTERIOR END INTERIOR END 94TEPIOR END INTERIOR 30.0 -Ts -0 t7-0' 70' - 1"' 117 ' - 6- 8 ' - 8 • 12' . 0 " 12' . 0 ' 12 ' . 0 • 17-0' 9'- 4' 10' 11' 8.2` 12'. 0• 11'- 1' 11'- 11" a' 11" 12'- 0" 40.0 17-0' 8'• 8" 10'- 5' 7'- 10" 12'- 0" 10'• 4`Ill' • 4" 8•- 6" 12-.- 0" 45.0 17-0' 8•_ 2" 10' - 1,• 7'- 8" 12'- 0" 9'_ 9" 10,, 11" S'_ 2" 11'. 0" SO.O 17-G' 9^ 9- 8" 7- 2" 12'- C" - 2" -TO '- 7" 7'- 11" 12' 0` 55.0 S. 9'- 5^ 6-10' 11'- 8• 8•• 9" 10'- 3" 7'- 8" 12'- 0` 60.0 77-0" - 1" S- 2' 6'• L1'- 4^ 1 8'- 5" 9•• it" 7- 5" 12'- 0• 65.0 17-01 - 10• 8' - 11" 14 11' 0" 8' • 1" 9' B." 7 3" 12' 0' 700 17-0' 8'- 7' 8' 8' 6' 1" 10• • 9^ 7' - 1p •• 9' - 5" - 0" 12' 0" 75.0 17-0' 6'- 4• e• 6" 5'•. ill' 10,- 8'• 7'- 6" 9'- 3" 6'- 9" 12'- 0' B00 17b' 8' -. 2" 8' - 4" 5' - 8" 10' - 3" 7- - 4" 9' - 0" 6' 6" 12' - 0" 85.0 17-0' 8'• 0• 1 8'- 2` S'- 6" 8'- 9" a,. N" 8'- 10 •. 6'• 4" 12'- 0... ED.0 1Y4Y' 5-- 10' 1 6'. 0 5, - 9.1- 2' 6'-• 6" 8'-8" 6' - 2" 12' - 0" 95.0 17-0' 5' - 8 1 7' 1D" 5' 3B' - 8" 6' -' 2" 1 8' 6" 6' 0" 12' 0" 100.0 174P S' 6' 7 - 8" 2" 8' - 3' S' - 11' 8• . 3- 5'- 17• 17'• 9" 1W.0 7T-0' S'- 5' , 7.'- 7" 5'- 0^ 7•- 10' S'- 8` 7'• 10" 5'-. 8" 11'- 6" 170.0 12'-0' 5'- 3• 1 7' 6' 4'- 11" 7'- 5• 5.- 3" 7' SCHEDULE 1b'(LIMITED LOAD, MULLION, SPACING 8 SPAN INSTALLATION) FLOOR TO CBUNG(TRAPPED) MOUNTING b!m SPN,;as FORENDMO INTERIM IAUWO:S'FO: A CN,NF4C SI NLOAD( fF AN;2 rOR t£l ICAS- 1)A C4ICASES Ia L II M ML'Lu%smg- ( It, TAUAtWM us6s A&O DESIGN LOAD Ipat) MAXIMUM MUWOt! I MAXIMUM MULLION SPAN it 4"xe^x1 /4"MULLION ©4"x6St7fd"MULDDN SPAONG pty Iwu6x"nax 4: rn�a"larnxa•: glut rr+lnl nm�n o:r.:, D c) a c o c e o a p ete END -RCR FT1D MERIOR tN1E1t10R 300 13.P �12'-" 0' 12-- 0• 12'• 0' 12'. 04 -0 1 4 12'- 0' 11'- it'- 11' 12-- 6- 4n0 ITC 1z-- 0- 10•• P -Tr •. 4• 1'•'- 0' CASE1 45.0 124 12'- 0' 9'• 9• 'f0'- 11' 12'- 0• 0 1 4 17'- 0 8•• W 10'- 7 12'- 0' D f74 11' - 8' e' • 2' 11G' • 3' 12' • 0' (AD 1t4 11'• 4' l'- 8' 9'- it' 12•-� 0' ME 124 fl'- 3' 7.'- 4' 1 9'- 11' 1z•- 0• 30.0 1�0 34 -0• - - -' 12•- 0' is' - -U • :2'• 0• t2' - 0'- 12'-- 0' 12' • G'' u'• 0' 12 0 40.0 C4 12' - 0' :2 • - D' 12' . 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MAXIMUM MULLION SPAN (11) DESIGtJ LOAD MAXIMuM MULLION ®4"x6"x114" MULLION ®4"x8"x114" MULLION SPACING ORIENFATIONd1 d 0 ORIENTATION A2( 0 GRLT•RAT.-0N :1 q 0 ORIENTATION 02 a M I END I INTERIOR END I INTERIOR END INTERIOR END I INTERIOR 300 12'-0' B' - 8" 11 - 6" 8' - 8" 12' - 0• 12' - 0' 12- • D" 9' . 5" 12.. 0." 35.0 17-0' 8 10' - 11 " 8 ' - 2 ` 12 ' - 0" 11 ' - 1 " 11 ' - 11 ^ 6 • = 11 "• 12' - 0 " 400 12'-0• - 10" 1101- 5` 7'- 10" 12' 0' 10' 45.0 17-0' 7'- 6" ,10'- 1" 7'- 6" 12"- 0" 9: - 9` 10' 11" B•- 2•• 12•. p" 50.0 t2'-0' 7' 2" 9' . 8" 7- _ 2" 12• - 0" 5' 2" 10' - 7' 7' 11" 12'- 0" 55.0 72'-0" G.'- 70" 9'- 5" T- 10" 11'- B•' 8'- 9" 110'• 3` 7- - 8• 12-- p^ fi0.0 17-0• 6'•' 7" 1 a'- 2- 6'- 7" it- 4" 8' 5" G.- 11" 7'-5" 12' _ 0" 65.0 1Y-0' 8'- 4" 18'. N" 8'.. 4•• 11•- 0.• 8.•• 1•. 9'- B" _ 3" 12'- 0" 700 17-0" 6,- 1" , 8'- 8" 6'- 1" 10' 9" 7'- 10" 9.'- 5" 7'- 0" 12'- 0. 75.0 12'-0' S'- tt,' I e'• 6` 5'-.11" 10'- 6" T'- 6" 9'- 3" 6•- 7" 12'• 0" SOO I 17-0• 5;' - El i El 4" 6' - 8` 10' --1 7' - 4• 50 - 3" 72' 0,•• 85.0 12'-0' 5 ' - 6 ' 8 ' . 5 - • e •• 10 ' - 7' • 1 • 8 ' • 1-' 11 " 12- - 0" 900 17-0' 5- - 5- 8' 0^ 5'- 51' 9•• 11" 6:- 1T.' 8'• - 8• �-4 12'• 0" 95.0 17-0' 5'-3^7• . 10" 3" 9' 9" fi: - 9" 8' - - 5" 12' - 0" 100.0 17-0" 5•- 2" 7-- 6^ 1 5' 2 9'-7" 6'- 7" 8'- - 3" 1t•• 1050 12'-0' S" -. 0' 7' • 7" 5' - 0" 9' - 4" 6' - 5" 8' • 3" 4' - 0" 11' - 5- 1 10*.0 1 17-0' 4--.11' 7'- 6" 14'• It 9'. 1• 1 f•' 3" 1 8'- 1•• 1 3'- W" 11.-- 3- SCHEDULE 2b* (LIMITED LOAD, MULLION SPACING &SPAN INSTALLATION)-- IYALL MOUNTED NAX SPANffi-OF'I'DAt'^[v9EFa0RM1 lf110N9 FORAGYEN 086 lfYtD y AND FOR 174 (MSG r A £-0' (CASE V16U1X f/U' UCN IPA^IxG R7 U61LLui"x ASA DE91GN LOAD 1D•a1) "Au"u" "ULU%, MAX) M. MfAULLION SPAN k 4"x6"x1ld" MULLION 4"X8"x1/4" MULLION SPACNG '(liy OR[Ng110xT CiOF'l4nax IE ORENURMm DILLNTan 11. MEHUSD.Y• t o a El0 f60) " wTEAgR o a Et0 I i» a 0 i0 wIERCR T(f6ltpR 70.0 174 'li'- 0' 12-- 0- 12'• 0• 12•- 0' 300 124 1 0' 11'- 1' 11' 11' 12'- 0• mA t24 u - o• 10•• 4• n•-- 4a 0 00.9E 1' 4E.0 I'L4 12'•' 0' e'- 9• 10'- 11' 12'- 0' 30.0 124 12' • 0' 9' • 2' t0' • 12' - 0' a60 124 fl•- 9- 3' 10'- a' wo U--0• 11•• 4.' 6•- 9" "- 12'- 0' 60E 1-4 11'• 3' 6'• 6' a-. 11• w - D. .10.0 C4 9' - C' 9-- 0' 9'. o" 19' • 0' 35.0 6'4 9'• C' 9•. 0' 1 9-. 0' 1 9•• 0' WO E4 a- C' 9•• 0' 9 • 0 -'- 0'-' D- M 64 9'- 0' 9'- 0• It. 0' 9'• 0' B&O C4 01 S.- 01 a-- D• 9•- 0• W.D C4 91- 0. 9- p- a-. 0- 9'- 0- CASE 11' Edo 64 9'- p' 11- D. a-. 0- B- 0- 710 E4 D'- 0• 91. 0' 76.0 0• g•_ p• i g - p- WA E4 9 - 0• 9•• 0• a,- p• , 9•. p• et..0 e4 9'- D• 9•- 0• 8i4�"e 2•➢:- 0' 90.0 64 9 • • 0' 9' - 0' .' D' TIM 93.0 1W 9 - C' 9'- No. 44167 MULLION SPACING: "S" " MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zcne) © 2017 DRFAb 114. 58mm ER & NER SLAT BERTHA ROLL UP DRAWN 81. LC, 0 E C. O 1Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4269 HST60A75 DR,NE 08/16/11 GATE !7 TESTING t ENGINEERINO COMPANY � %-223 . otu. 1t C.. bs - trrau -� w 3Ttae wmn ; (v) nl-1_A I." ; OCI m-u1' Kc'S7 PA." BEACN, FL 33407 . e dRE PMO1:E (877)999-2772 M; (551)209-8390 00367Oael,Can Tf9 EA. DRAWING K. �T^� _. 71W Y/FLORI A. k. 0 41., P.E. RGRiDA L)c. 9 44167 s ar'Ml 5lt17 16 0: 27 &— N P,O ® � C= P•O j lhP�) i i G � (TrP. a Er:D) (ryP. E. . DID) �v I 1 i AW.. SLAT SPAN ---Mcx. SLAT SPAN (SEE SCHEDULE ON SHEET 2<)� 1 MAX. 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W/ FIXED OR REMOVABLE NORM BARS W/CONCR£T£ ANCHORS WALL MOUNTING SECTION V—KY) INSTALLATION ( sE SECTION 'S- FL)R ANCHOR rrrE ROOMWEI&M Wf F/XEO STORM BARS W/ CONCRETE ANCHO s .1L 1..& scA :!A r.A -fOR INSTALIATTCN FOR MSTALLATIONS INTO CONCRETE 1 LVTO HEADERS USE 1 1/2 i1 1/2 Xi/6' USE (1) 1/4 a TAPCON ANCHOR, 1'S• STORM BAR DEPTH 1 7121,1 7/2-x!/8i0'-J 1/I- (2) 1/4 013/4- TEK x EACH SIDE AT CENTER Of AYCLE FOR M 7' Alum. ANGLE Et SIDE O P1UM. gNGLE Y// (I) J/B P Mv, `SORE EE1CH SMJE •ANY SLAT & STORM GARR SPAN & .-J/4" S'D •.� ASD. PRESSURE RARIJG UNDER. L' 40ps1. 1 I BOLT >Z ANCHOR AT ETCH SILY. OR , FOR ASD. PRESSURE RAr1NG I © I 0 OAT*EEN 40P,1 & 100ps1, USE SAME CONNEC00.1' IV/ 0 BIZ TABLE 5 FOR Mal(. SLAT & STORM ' 84R SPAN ULRTATICAIS FOR ASD. PRESSURE RATliVC ^ O GREATER THAN 100psf AND ANY Sur STORM BAR SPAN, USE (1) 3/60 h KKIK BOLT T2 A/ICHOR, EACH SrDf/' AT CENTER OFWXLE O OR O •� (2) 1/4'a x J/4' TEK . SCREY! AT EACH SIDE `EDGE OF -WALL -(2) Y.•o x J/4" TEK SCRFIY AT �ClY SIDE. �ECTlON S — S (FOR FIXED STORM BAR) SECTION SCALE : 1/2' - /' S2 — S? FUR WSrALLAT/ON SCALE "-a HEADERS 1 7/1 ii 7/2 i1/B• FOR INSTALLATIONS 4YT0 CONCRETE. : 1/4' = 1' (2) 1/4'pxJ141121 E, STORM B•IR CfPTN USE (!) 1/40i7/B'ULK-!IJ ANCHOR EACH SYJE AT CENTER Of ANCLE FOR SCREW EACH SIDEAlum. < ' ANGLE E. S/OE 'ANY SLAT & STORM BAR SPAN & A.S.D.4 PPESSURE P471r40UNDER 40p0. - II MACHf1Jc SCREIV 1, tk�,- lo FOR ASD. PRESSURE R417WC SEn)EEN CENTER OF r"ULLY EMBEDDED 40ps1NTO ANCHOR & IOOUSE SAVE CONNECTION W/ TABLE 5 5 FOR MAX. SLAT & STORM BAR A:'CHOR '-SPNJ L!!.ltfARONS. FOR A.S.D. PRESSURE RAW GREATER DETALL A ZMN 100ps( AND ANY SLAT & STORM N.T.S. BAR SPAN, USE (1) J/80x1 114' CALK -AV ANCHOR ', EACH Sl0_ AT At 1/4- 0-20 OR J/B0- ' 16 YACMNE SCRE - .� ANGLE , A., USED JL4NItY % `—(2) 1/4 0-2o S.S. 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Y (+J I� •Asl%' TJf SCiEW 0 J' lD.•rD --r+l:l/ax•-r (accl-re uLmJ / ,'�� (a) J/Rb KA7K 5OL7 77 W a• Af;A. ]' I I ''' .nAVLrsssr SPLr RCU, UP Lrtni t.'vT p 6' M, A' u (+) 1/4 W 1 • rEK SL rD nvua a - EueFDYFtw rD $ULL S \i (I 1/}'0 K .' a W/ ELt5EDVE.V1 J L% • Ur a wl rl/4 .0'-5• Hum. ANCLES 1 J1.i1J/B•+ 0•_J' (Foal-Ta ALIOV Num ANGLE A7 S1w," SPAY J'.Y.J/d i0'-6' (G2al-Id ALLOh A•+r, A•LL]F AZT.I%SRAN W/(rJ 1/]•0 DBV TO ALL • r FOR CASES W/ J• BUILD -OUT TUBE. Er'M. G CLASS I I I tY6P.♦C aLus sot? AT SVK E s^w & p) t/z•< Drat arts Ar JCR�[E SRNL 1 1 b A I I \ y ILSC ]/ab aD, j6L• DACK WSdN r DdL Dtt7S ALTERNATIVE: 2 I _WALL MOUNTING : SECTION W—W(3) "I ALTERNATIVE: ' D/+ W y4 I D. DR R/. WALL MOUNTING SECTION W--w (3) ti I I o � nu: I/D•. r � 1 I r' No]E I I KO ©DR M THIS RLsl. 5-11I.V 7' 01:Lr IVUD FOR -1 12e sass nfM Lux. SPAN. A.r n Uul Ai ,PRES PRESSURE SAM'G, SPAN 10 80 Ain PRE55UFE I I \ - —' ©nG I I � (Z) r/x• 0 11lF, EGLlS RADNG, [VI SIOP.Y CIRS WIM MAX.ILAL'SPAR MAS IH _ICI (Tjp 7DP & MTta/) I,FA^FRS WRN IS'-0- S lL E EO p ..r. L6tVYUN �--.— O O O ASD. PRESSURF AIILYG. __ I \ PG4RFJ_OMYRcTc- % - - _ - - - - - �' lW i1u:XrA'3T ♦ \' :..� •��•. I -Dd �l it it/B i[OH/, ALUM-rLE IV 4.1%d " !eK SOR£tV / 1/0r \ _ . - ♦ , / e Ia" ac L—.S• I<A r"--j LLOORICEILING MOUNTING SECTION W—W (1)W/O HEADER SECTION W—W (21 W114EAnF'R SCALE: 1/6' u 1 I @ 1 I r+rACL•Lw•d I i 1 1pV 1 3 r -- � e r-' 1 /\ o o EL ATION 7//X11\ rr ALIA< y A+ur FIT II TYPICAL HEADER CONNECTION Q Q oR ra 11 AT ENDS 000 (CTmem PA6: (a) 2;4111/4:0'-5•AA,m. AsnLE e (4) I/4-0 MRU MT TO HADfR & (2) J/e"o MW BOLT 77 W/ z• Lw. ENBEONENT TO WALL USE 217 ii/ :0'-5' Hum Ahz;Es MR CASES W/ J• B,/aD-WT WE. r SECTION W-W SLEVATION 1- NON END RETENTION SYSTEM =_ a iz'"At/+50'-5" U. (6761-T6 AOYJ Al— P -IAED MINVE = I A E EA DE Ir/ (aJ 5i,6 a rAP a•L XL 1. \ \ p/ +' LUAL /hICJOtAT � N/ 11/7• Ufa ENBEDVEW TO CONCRETE KDtARFO OR C6 SW �6LOCS OR POURED C0%CRCTE WILL. OR AfGvxA[O. a' Nh, R A I. FldBG]UE)A 70 f'OUREO Ca•KRETf HALL S N.Y. I \ U _•E (1) JIB 18-0 a M.Tu BOLTS >D NUEL/aV o I _WALL MOUNTING : MULLION CONNECTION y I AT TOP & BOTTOM • SECTION W—W (1) I SCALE: I/B" r aiSTWG WALL WY CCMRETE BLOCK FaR A.S.D. P..IE55URE RAnr: UP TO IJO.O Par IV/ 4'-0' Al". NULUaV SPAN AND 4=0• IdOA NIAILON SPACY AND SN+LL BE 4' U.N./ FRICK POURED COhTAr� POP. ALL CREAP_F Ntnun: SPAN Arrr Asa PRESSURE Lun•.'G CC.SM IS. ' ENS` •,•� FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) 44167 Qz01]'LLTECO W" 58mm ER & NER SLAT BERTHA ROLL UP DRAM L.C. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4265 µc9ROAO5 DRM DBDATEtt p� 3/(y�(� TIWT TESTING & ENGINEERING COMPANY 1 T-2Z3 0MO{r.,: (lt �� T1( ns5 kr, Tro-. s4 u. lu - wew. coOrs, n 1L+aa Aw : f.�1 an-ris . ru: L»s) mr-IVI WEST PALM BaCR, tt J3407 pot_ EST PAL 2]]9 FAx (Sst)2D9-elsD e-mail: 4T(ttDCODI.eem EB-0.^06]19 DRAwIN6lA tun etw e�.axdrllT waLTER A T. 0 Jr., P.E _ RORIDA lkA 44167 1 • mPtnr I. SME[T 211 OF 2] SLAT PERFORMANCE CHART#1, MAXIMUM A.S.D. DESIGN PRESSURE RATING (psfl AND CORRESPONDING MAXIMUM SLAT SPAN "L" (ft) (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. DESIGN MAXIMUM SLAT SPAN "L (It) MINIMUM SEPARATION TO GLASS in) PRESSURE RATING SINGLE & MULTIPLE UNIT MULTIPLE UNIT SINGLE & MULTIPLE UNIT 1 2& 3 J 4 Yn 1 2& 3 I N 4 25.0 8'-0" 1" 6 7/16' 1 6 7/16- 30.0 7'-9- 1" 6 1/2- 1' 6 1/2' 35.0 7'-2- 1' 6 3/8- 1' 6 3/8- 40.0 6'-8" 1" 6 1/4- 1` 6 1/4- 45.0 6'-4' 1" 5 13/16- 1" 5 13/16" 50.0 6'-0' t' 5 1/2- 1" 5 1/2" 55.0 5'-11" 1• 5 1/2" 1' 5 1/2- 60.0 1 5'-9' 1" 5 3/8- 1' 5 3/8- 65.0 5'-8' 1" 5 7/16- 1- 5 7/16- 70.0 5'-7' 1" 5 9/16- 1" 5 9/16- 75.0 5'-5' 1" 5 5/16' 1' 5 5/16- 80.0 5'-4' 1' 5 5/16. 5 5/I6- 85.0 5'-1' 1" 4 3/4' _ 1' 4 3/4" 90.0 .95.0 5'-0` 1' 4 3/4` 1` 4 3/4' 4'-10' 1' 4 7/16- i" 4 7/I E' 100.0 4'-9- 1" 4 3/8" 1' 4 3/8- 105.0 4'-7- 1" 4 1/4' 1• 4 1/4-- 710.0 4'-6' -4-1/4'_ -1' 4 1/4- -115"0 4'-5' 1' 4 1/4' 1' 4 1/4' 120.0 4'-4' 1° 4 1/4' 1' 4 1/4' 125.0 4'-3" 1" 4 1/4- 1' 4 1/4' 130.0 4'-2' 1" 4 1/4- 1" ; 1/4' 135.0 4'-1' 1• 4 1/4` 1• 4 1/4- 140.0 4'-0' 1• 3 1/8- 1• 3 1/8- SPANS VAUD FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. •• MINR SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0' ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE CHART #2 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Mcx. ALLOWED. `•• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. SINGLE SPAN C❑ ❑ I—L--I C ❑ � MULTIPLE SPAN SPAN —LAYOUT n KIMUM A.S.D. DESIGN PRESSURE (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM AS.D. PRESSURE DESIGN RATING �'S't'I MAXIMUM SLAT SPAN L` (it) MINIMUM SEPARATION TO GLASS (in)SINGLE SINGLE &MULTIPLE UNIT •• &MULTIPLE UNIT e• • WIN (X9 1 2& 3 YliN ON 4 N'IND DN t 2& 3 IYIN DN S 4 40 OR LESS 5'-G- 1' 4 1 / 4 1" 2 3/4" 4'-0- OR LESS 1" 3 1/8' 1 1" 1 3/4' 6'-0" 1' 5 1/2- 1' 5 1/2' >40 TO 50 5'-0` 1' 4 1/4- 1" 3 3/16" 4'-0' OR LESS -1' 3 1/8' 1" 2- 1' 5 3/16- 1" 5 3/16- >50 TO 651e 4 1/4" 1" 3 7/8• _ 1" 3 1/8- 1" 2 3/16- >65 TO 804 E4'-D"OR 1/2' 1'4 1/2" 1'3 1/8- 1"2 7/16' TO 100-OR-LESS _3/8'>80 j• 3 1/8- 1' 2 5/8- >100 TO 12 4'-6' 1" 4 1/4- 1" 4 3/I6- 4'-0' OR LESS 1" 3 1/8- 1" 3' 4'-0' t' 3 1/8' 1' 3 1/8- >120 TO 13 3'-0' OR LESS -- 7' 3 1/8' 1' 1 3/4' >130 TO 14 1' 3 1/a" 1" 2 1/2- 3'-0" OR LESS t• 3 1/8' 1- 1 3/4- NON END RETENTION SYSTEM \CjENSF''•.9 •`�= FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 406T a 2017 TILTECO INC. 58mm ER & NER SLAT BERTHA ROLL UP DRAWN BY. t ; L.C. i � E C O INc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 11 P Ly \\\ TILUT TESTING & ENDINEERING COMPANY 4269 n_STROA7S DRIVE • •ino.•• \ uW p v. ]am. 2, •s.. >] - r.. fvAaR4. rt vlee WEST PALL E1-.H. iL 33407 11 (Ye)mn•_n]o . ra. f>m) en-iu, PN0.4E: (B77)99wta 772 rAx: (581)209-8380 I %-223 11 - 11: tote-emeol.eem 4"- ES-0006719 an, ea agmrtc. yD DRAWING le e(L`�lt WAlIER A PLUT 'r.. P.E. •�i//ii•.Ill Ll _ __ _ _ FiGAYJA Ue. 0 44167 a SHEET 24 0r 27 J 'HJ 7 -1 1!- b 2 .2 1'.:i' .1. . I� . .11 1 I 4 J 11 �� 6 0 �il�i i ' � ;ilk -ol b, -o -o q,ml I I•NI 7 1 1 1 1 71 -1 7 1 T -1-1- 1. .1 hi .1 �fOT IOIO Ti- - -I� I m .i (.m .�I,N i i� ,I �ol•n ml m i � � in I li: II It I II I 1-oIP .I 1 �7o li. �io in Im 7n in lin in P Im la la � I I I I (I I � I I '4 •1 16 1, �i I .1 �I lm �m m1�m l'm Jill I I I I J . . . . . . 1'4 .N 16 71. IN al 117 ['1 7 1 1 1 i.v lv n In � ( i I I� A Ain Zn,. 1.. !in t".p 6 v I - , I. ,- i ,- jm 'r is Iv �a��..� li i; il: �� ;li 1 =m j AA 011 z o G!j 0 z 03 Lo m w < z E E m LO -'846 tD CE. 7:i r, N LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. MAXIMUM A.S.D. DESIGN TYPE 1 MULLION 3' . 4'.1/6' TYPE TYPE 2 MULLION © 4' . 4' a 1/4' TYPE 3 MULLIONQM 4" . 6' a 1/4' PRESSURE RATING (P.s.(.) MULLION SPACING MULLION SPACING mUWON SPACING 4 4'-0' 4- TO 5' 5' TO 6' 6' TO 8' 4 4'-0" 4• TO 5' S' TO 6' 6' TO 8' 4 4'-0- 4' TO 5' 5' TO 6' 6- TO e' 8' TO t0' O' TO 12 40.0 OR LEM 9'-0" 8'-4- V-10" 8'-2- IV-9- 10--11" 10'-3" IV-9' 16'-4' 15'-2 14'-3- 14'-10' 13'-10" 13'-0" 45.0 8'-8" 8'-0' 7'-7' 7'-10' lt'-4" 10'-6' 9'-11" 10'-4" 15'-8' 14'-7' 13'-8" 14'-4" IS-3' 12'-6' 50.0 8'-4' 7'-9' V-3' 7'-7' 10'-11" 10'-2" 9'-7" 10'-0" 15'-2- 14'-1 13'-3 13'-10' 12'-10" 12'-l' 55.0 8'-1' 7'-6' 7'-1" V-4' 10'-7' 9'-1O' 9'-3" 9'-8' 14'-8' 13'-7' 12'-10' 13'-4' 12'-5' 11'-B' 60.0 7'-10' 7'-3" 6'-10" 7'-2' 10'-3" 9'-7" 9'-0' 9'-5- 14'-3' 13'-3•- 12'-5" IS-O" 12'-1' 1V-4' 65.0 7'-8' 7'-1" 6'-B" 7'-0' 10'-0" 1 9'-4' 8'-9" 9'-2" IS-1 1" 12'-11' 12'-2" 12'-8" 1V-9' IV-1' 70.0 7'-5" 6'-11- 6'-6" 6'-10' 9'-9' 1 9'-l" 8'-6- 8'-11- 13'-7' 12'-7' 1V-10' 12'-4' 1V-5" 10,-9" 75.0 - 7'-3' 6'-9" 6'-4' 6'-8' 9'-7' 8'-10" 8'-4" 8-8 13'-3' 12'-3 11-7" 12'-1' 1V-2" 10'-6" 80.0 7'-2' 6'-7' 6'-3" 6'-6" 9'-4- 8'-8' 8'-2" 8'-6- 12'-11" 12'-0' I1'-4' 1V-10' 10'-11" 10'-4" 55.0 7'-0' 6'-6" 6'-1' 6'-4' 9'-2" 8'-6" 8'-O' 8'-4' 12'-B" 1 V-9" 11'-1' 1 V-7" 1.0'-9' 10'-1' 90.0 6'-10' 6'-4 6'-0' 6'-3" 9'-0. 8'-4' 7'-10' 8'-2" 12'-5' 1V-7' 10'-11" II'-4" 10'-6- 9'-11' _ 95.0 6'-9" 6'-3' S'-10' 6'-2- 8'-10' 8'-2" 7'-9' 8'-1" 12'-3' 1V-4" 10'-8" 11•_2• 100.0 6'-7- 6._2" 5'-9' 6'-0' e'-8' B'-l' 7'-7" 7'-il' 12'-0 IV-2" 10'-6" 10'-II' _10•-4• 10'-2- _9'-g• 9'-7• 105.0 1 6'-6" 6'-l' 5'-7' 5'-11' W-6' 7'-11' 7'-6' 7'-9' 1V-10' IV-0 f0'-4" to'-9' - - 110.0 6'-5- S'-11' 5'-5' 5'-10' B'-5' 7'-10' 7'-4- 7'-8- 1V-8' 10'-10' 10'-2" 10'-7' - - 115.0 6'-4' 5'-10' 5'-4' 5'-8" 8'-3" 7'-B' 7'-3" 7'-7" 11'-6 10'-8' 10'-0" IO'-5' - - — 120.0 V-3" 5'-9" 5'-3' 5'-7' 8•-2 — T-7' 7'-2- 7'-5- 11'-4- 10'-6_ -9'-t-1= -10'-4' -- 125.0 6'-2- V-7" 5'-1' 5'-5 8'-1' 1 76' _70— -7* 4— 111 -2' 1 10'-4'_ W-9' 10'-2" _ - - 130.0 6'- 1' 5-6_ -5'-0- -5'=-4'- 7'-11" 7'-5' 1 V-11- T-3' 11'-0 10'-3' _ 9'-8' 10'-0' - - -135-.0 _6'-0'- 5'-5' 4'-11' 5'-3'9'-11' - - 140.0 5'-11' 5'-3' 4'-10' 5'-2" 7'-9" 7'-2" 6'-9' 7'-l' 10'-9' 10,-0" 9-5- 9'-10" - - NOTES : REFER TO ELEVATIONS ON SHEET 17 OF 27 1-. FOR MULLIONS INSrpLLFO VJ/0 STORM BARS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2-. FOR MULLIONS INSTALLED VJ/ STORM BARS & HEADERS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SMALL NOT BE EXCEEDED NON END RETENTION SYSTEM 791 r t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Q 2017 Tr_1ECG INC. 58mm ER & NER SLAT BERTHA ROLL UP DRAWN fit. L.C. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4265 VFSIROADS "PoVE W-,ST PAVJ BEACH. FL 33407 06/16/1) DATE L E C O I N C. n TESTING h ENGINEERING COMPANY In. 3Sa r. M.. 95 - VAONA 6AC M R MISS 17-223 r..: (Nu) mt-ul e-mail: tiltecoOcol.ccrn EB-0006719 PHONE: (877)3S9-2772 F-1- (561)209-8380 DRAWING to m m�AN' SHEET 27 OF 27 "'M A I'L' IT Jr., P.E. I- _i A41 A7