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HomeMy WebLinkAboutProduct Approval (3) -Bustness & 'Professtonal1 0 a BCIS Home ! Log In i User Registration Hot Topic Submit Surcharge Stats✓t Facts Publications Contact Us BCIS Site Map Links Search Florida r (J1.b1,=Uct Approval� Public User EP�Yt�.ra Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16893-R4 :RECEIVED Application Type RevisionCode Version 2017 17 'G1Application Status Approved ST. ounty, Comments Archived ❑ Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden,FL 33018 (786)621-6706 peter@amdaluminum.com Authorized Signature Peter Loucks peter@amdaiuminum.com Technical Representative 0 Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters LUSubcategory Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received U. Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez,P.E. Q Validation Checklist-Hardcopy Received Certificate of Independence FL16893 R4 COI 18-048 CI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16893 R4 Eouiv ASTM E1996-03 Equivalency Letter to ASTM E996- 05.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/08/2018 Date Validated 02/08/2018 Date Pending FBC Approval 02/11/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16893 R4 II 18-048 dwa.odf Approved for use outside HVHZ:Yes Verified By: Pedro de Fegueiredo PE 52609 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+160/-160 Evaluation Reports Other:PRODUCT TO BE MANUFACTURED,DESIGNED,AND FL16893 R4 AE 18-048 PER.pdf INSTALLED PER DRAWING SPECIFICATIONS 18-048 Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or bytraditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®. eCheck cR Credit Gard Safe - u BU i Professional Regulation e BCIS Home i Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map I Links Search FI ritla =, r Product Approval g USER:Public User G�m�i em Product Avoroval Menu>Product or ADDlication Search>Application List Search Criteria Refine Search Code Version 2017 FL# 16893 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-App lications FL# Type Manufacturer Validated By Status FL16893-R4 Revision National Approved Shutter Association LLC Jesus Gonzalez,P.E. Approved History Category:Shutters (704)813-8158 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are-a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: O ® eCFsk Credit Card Safe r„pnngyiyr �a �, OE F� •.,. SUPERNOVA ACCORDION SHUTTER ••�p�° ;cEx"s», ° n r �� Ei No.52609 EXTRUDED ALUMINUM ACCORDION SHUTTER =*g * *� r,R` FLORIDA STATE APPROVAL 5�G STATE OF '���$ m CODE VERSION:FLORIDA BUILDING CODE 2017-6th EDITION }��s o 110 111V -.1 n g APPROVED FOR USE IN HVHZ AND OUTSIDE HVHZ CATEGORY:SHUTTERS-- SUBCATEGORY:ACCORDION ° �p IMPACT RESISTANT:(LEVEL D)-LARGE 4 SMALL MISSILE GENERAL NOTES: (FLORIDA BUILDING CODE 2017- 6th ED,-HVHZ*non HVHZ) TABLE OF CONTENTS: I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND ERECTED TO SHEET DESCRIPTION l7 EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS M (LEVEL D OR LARGE MISSILE)WITHIN THE ALLOWABLE DESIGNED PRE55URE5 AND LIMITATIONS STATED IN T H15 APPROVAL. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLA55 SEPARATION TABLE 2 2-CODE:THIS PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE UNDER TAS 201,202 AND 203,A5TM E330,ASTM E 1886 4 ASTM E 1996. 3 TYPICAL 5ECTION5 A,B,B 1,02,B3 4 B4 4 TYPICAL SECTIONS C.D.E 4 GH 3-P0571NG:A PERMANENT LABEL SHALL BE PROVIDED 0.5 PER FBC SECTION 1703.5.R SHALL BE ONE LABEL PER S TYPICAL SECTIONS F,G 4 I Q OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE. 6 OPTIONAL CURVE TRACK DETAILS > 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10.IN HVHZ OR A5 REQUIRED BYTHE BUILDING 7 JAMB AND CORNER 5ECTION5 T O g LOCK MALE 4 FEMALE SECTLON51° 2n— PROJECT. _ - OFFICIAL,PRE55URE5 MUST BE PROVIDED BY A PROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE DESIGNED PPE55UPE M65T NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER Z Z COMPONENT TO BE USED: 9 LOCK UNIMATE 5ECTION5°M' LU O N 10 STANDARD LOCK 5ECTION5'N' 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-T6 OR AS NOTED. p O w II COMPONENTS O� U 6-PA5TENER5:A55EM13LY SCREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 12 BILL OF MATERIALS,BLADE ASSEMBLY 4 ANCHOR SCHEDULE, ¢g INSTALLATION AND LOADS AS PER TM15 APPROVAL. 13 ANCHORAGE SPADING SELECTION 7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD TO VERIFY 14 ANCHORAGE SPACING SELECTION THE FOLLOWING: 15 SECTION hC DETAILS 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. f 6 OVER COUNTERTOP INSTALLATION SECTION Ci DETAILS 7.2-THE 51TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE ggF- REQUIREMENTS,DESIGNED PRESSURES ETC. S2 O 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. acYj 8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN U5ED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE FOR WIND LOAD HAVE m BEEN USED. 7d Z A550CIATION: w U5ER INSTRUCTIONS: 0 Q N . A . S . A 0 �; I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. F STANDARD COMPLIANCE: NATIONAL APPROVED Q 2-CHECK BLADE 5PAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. A5TM E330,E 1996(LEVEL D MISSILE) SHATTER A550CIATION Q� TAS 201,202,203(LARGE 4 5MALLM15SILE) L.L.C. 'a Z = 3-VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. A5CE 7-10,ADM-15,ND5-15 suae: 8717 NW 117 ST,5TE I NA DETERMINE MAXIMUM ANCHORAGE PRF55URE CAPACITY FUNCTION OF 5ECTION TYPE TO BE USED AS HIALEAH GARDENS,FL 33018 PER SHEET 13 AND 14. Tei.:(786)621-6706 Dnre: Fax:(786)62 I-6708 02/06/18 5-THE LOWEST PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN .NASASHUITEKCOM DWWANG0 PF155URE FROM GENERAL NOTES 4 18-048 REV.FEB/18 � 01 OF 16 DE F TABLE I TABLE I AQ N5260 INTERIOR/FJRERIOR 6.58 o.� f MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE 81 8#15 BLADES SHUTTER SPAN X PRE55URE SHUTTER 5PAN X PRE55URE 1� 100.1 1 e a i STA OF W a BLADE 5PAN PRESSURE(PSP) BLADE SPAN PRESSURE(P5F) J ALL ALUMINUM BLADES y O p P kr m INCHES PC5 NEG NCHES —PU5— 1 1 •y�FS G\�ao m GO 1,90— Igo—, O 160 1 O INTERIOR/EXTERIOR •�ti N L o'`'� GG 158 158 GG 158 158 yA.,,y� 72 144 144 72 144 144 F 78 133 133 78 133 133 m 84 124 124 84 124 124 INTERIOR/EXTERIOR 6.58 B 0!! ?DIB 90 1 16 IIG 90 1 I G IIG 1 1 1 COMBINATION 9G 1 108 108 1 9G 108 108 100• ALUMINUM/LEXAN BLADES S 104 100 t411 104 100 100 BLADES CAN BE ARRANGED IN MANY 108 93 108 93. 93 COMBINATIONS AS REQUIRED 114 83 114 83 83 1B 1B S M 1 20 75 120 75 75 INTERIOR/EXTERIOR 12G G8 12 G8 G8 132 G2 132 GI GI 15 138 57 138 53 53 144 48 144 45 47 INTERIOR/EXTERIOR 150 41 150 38 42 IG2 30 40 IG2 28 33 11B B� NOTES: L�°1 ALL LEXAN BLADE5 I-ACCORAON SHUTTER BLADE 5FAN INCHES)FORALLCONDITIONS �IB 1 B Z 2-PRESSURE-DESIGN WIND LOAD IPSO O 3•LINEAR INTERPOLATION IS ACCEPTABLE PORDESIGN WAND LOADS AND BLADE SPAN BETWEEN TABULATED g= VALUES. INTERIOR/EXTERIOR Z N 4-USE TABLE IA WHEN ONE OR MORE TYPE I B BLADC O U50 �Z� 5- BLADE REVERSED INSTALLATION 15 ALLOWED FOR ALL MOUNTED CONDITIONS 11J o o TTI ku TABLE 2 0 W M <" TYPICAL ELEVATION TYPICAL CROSS SECTION MINIMUM SHUTTER SEPARATION FROM GLAZING A,B4O,D,E GLAZING SEPARATION (INCHES) TOP TRACK BLADE TYPE BLADE SPAN J r <=GO°1 <=1041 <=I G2' F- ALUMINUM 2' 2 314' 3' Y iAS9 ALL BEVATION5 L) IBAWIIDI ° z N N LEXAN 3' 3' 3' m o d <=30'ELEVATION M F y 4 M & Y La ' ' LEXAN 21/8' 3' 3' Bj U FT >30'ELEVATION f Q z DT K NOTES: O I-SEPARATION FROM GLAZING AREAS SKMLBE MEASURED PROMV J W GLAZING SURPAOE TO THE INN®.MO5T BLADE OR LOCK SURFACE. F v F_ 2-GLASS SEPARATION IS APPUCINUE ONLY WRI11N THE WALL F- Q (BROWARD AND MMI-DAVE CdJNTlF3),WIND ZONE 4 A9 PER. ASTM C199G AND ESSENTIAL FAOLITIES AS LIMNED ON ASCO �N y 7 N 7-10. 3-WHEN SHUTTER I9 ASSEMBLED WITH 8C7N1 TYPES OF BLADES THE a Z Z L LARGEST GLASS SEPARATION SHALL APPLY. SCAM BOTTOM TRACK NA A,B,BT.5 '. DATA B4,C D E,F,G,I SHUTTER WIDTH (SLI) 0RAWING8 18-0 NO LIMITATION 8 181148 SHEET 02 OF I G �n11...un 1/4-14X1' GR5 SDS OR TYPICAL SECTIONS �1`I`o� of F/ �•��, 1/4-20X1/2' HHMS W/NUT �•` CENBF � SPACED AT 12'OC _ Q� ` I No.52601 2 2,2A 11 ri O'SHEET } o * {Si b� EMBED. 1/iB �r ANCHORAGE wFOR 0� ATA OFREFER TA�tVr N - 16 SELECTION 1� ss k PS 12PTIONAL }. L'7m ''n/1 11111 uS O. W a REFER TO SHEET 13/14 W F FOR ANCHORAGE _ ` R SELECT ION —� FEB 0 B Id. F1/1B 4 11 ti EMBED. 'IQ�B c 2 BE 1/4-14X1' GR5 SDS OR 5ECfION 525ECrS BUILT-0OUT 1/4-20X1/2' HHMS W/NUT 'A'TRACKON HEADER OR SILL SPACED AT 12'OC STD ANGLE S 9 SILL ONLY 1� -� -� I/1B Q r Wz aQ #10X3/4' TEKS to .x�. ¢a 1/4-14X1' GRS SDS OR �y AT 12' OC R Q u� w1/4-20X1/2' HHMS W/NUT x = l/lBr:.:,,� K G W � SPACED AT 12'13cW � � M aIm C= _ w REFER TO SHEET 13/14 _- M �� �ta;. Ld FOR ANCHORAGE In SELECTIONz N W REFER TO SHEET 13/14 LuO m 2,2A 11 * FOR ANCHORAGE p O�^ w SELECTION Z o � L S t c 10 1 EMBED.:- O ' SECTION 53 Ell I +; SECTION B ADJUSTABLE ON EMBED. BUILT-OUT ON 1/4-14X1' GR5 SDS OR STD SILL ONLY REVERSE ANGLE 1/4-20X3/4' PHMS W/NUT '+ HEADERORSILL SPACED AT 5'OC k F -� I/IB 0 w z 810X3/4' TEKS IL AT 12' OC �i m 1 y F� 1/4-14X1' GR5 SDS OR I6 j w� I/IB 1/4-20X1/2' HHMS W/NUT OPTIONAL 1/4-14X1' GR5 SDS OR In B SPACED AT 12'OC Ism 1/4-20X3/4' PHMS W/NUT _ Q SPACED AT S'OC p = F >` REFER TO SHEET 13/14 •' :r:�>.:. t1 � FOR ANCHORAGE _ 4 11 w1 s u Q 1 y SELECTION N REFER TO SHEET 13/14 R 3 wA = 10 ` 11 SFOR ELECTIONRAGE Z �_ y 4 A SCALE: ZZ NA EMBED.--� SECTION BI 6 v 5ECTION B4 DAL 'P'TRAGIC ON I ADJU5TA5IE TRACK 021013116 REVERSE ANGLE + EMBED. ON REVERSE ANGLE orsawiNeo SILL ONLY SILL ONLY 16-046 5HMT >~. 03 OF 16 Fi TYPICAL SECTIONS �.�''° DE /g- NO.52609 CED) EDGE DISTANCE 4 STATE OF ty rC a N3,3A m La x G- ' IA SF4OR Pyr Oomg _ TO SHEET 13/14 OR ANCHORAGE 1 �••1+:a:°.e•:-w: OQ c !7REFER SELECTION x FFB O s 1018 m IsD. :,per;. .. T15,21REFER _ OPTIONAL TO SHEET 13/14 I/IB m ANCHORAGE S = H ! SELECTION G w w = co 3,3A 1/4-14X1' GR5 SDS OR Ipy a 1/4-20X1/2' HHMS W/NUT y 1/1H = SPACED AT 12.00 w c= trna. t� x v REFER TO SHEET 13/14 w I FOR ANCHORAGE a L w y 5ECTION E Q SELECTION 3,3A L �.. _I ANGLE INSET MOUNT O Ni v Q T HEADER OR SILL Z z �N� cmc SECTION C ZO N Fi WALL MOUNT WITH W w p—Q— TRACK 3 OR 3A j Q— ❑K HEADEROK5ILL 0 r� O LL' REFER TO SHEET 13/14 FOR ANCHORAGE SELECTION (ED)•EDGE DISTANCE REFER TO SHEET 13/14 FOR ANCHORAGE SELECTION 6A'--"' 'V A4 O #10X3/47 ' TEKS 6A m m �y (ED) EDGE AT 12' oc N DISTANCE W 4� Ed Ed 2 a m 2.•2A •n• s•` = F Ln V' H Q ( Q W Mm — = 1/4-14X 3/4' TEKS z _ SECTION D w SPACED AT 12'11C INSET MOUNT W/ ~ w z state F Q a NA TRACK 2 OR 2A Ma SECTION GH o re a HEADER OR SILL w w rn ADJUSTABLE MOUNT y 0 1/1B HEADER/SILL 0210GI18 11 18-048 5neET 04 OF IG TYPICAL SECTIONSa�•�o�,, DE F%F, •�Q`,r.��GENBF su3 �5 �+ N0.52609 N z = _*� STATE F H 1/1By 1/1Bc[0R1 P .� r a ocNAL S�m w O4oTEKS 6 /4TES 6 j m u AT12. 0AT 12 -�— _ -� FEB 0 qn p 5® w W, ( 10Jg 01 d a r r r y = S �y y I ANCHORS SPACED N = AS PER SECTIGN G1 N j ON SHEET 13/14 4 �, I M I ?tib:. r'C. •G..•y:Vvf 4u7�, ��,.� ..(qL, L ..r '.E'r ANCHORS SPACED T(ED) AS PER SECTION G CED) mEDGE ON SHEET 13/14EDGEDISTNI¢ —DISTAtEE SECTION G I > g SECTION G13 ADJUSTABLE MOUNT ADJUSTABLE MOUNT SILL ONLY SILL ONLY ?r L� JQ zN ON O� �Onz nz Lj1/1H w -� 1/IB . x I - z w 4a ALL ANCHORS TYPE ON SHEET 13/14 r a r wy SPACED AT 48-13C APPLICABLE x w FOR ALL LOAD CONDITIONS w v=i FROM TABLE 1 = a �. m D= PO REFER TO SHEET 13/14 a u`ul FOR ANCHORAGE ya D SELECTION z EDGE CLEARANCE(EC) w 0 Q w INTO CONCRM—4'(3000 P51 CONCRETE) 0 4 zr^ INTO WOOD=2 Ill'(WOOD SG:0,55) 'R (EC) EDGE O 0 V J INTO METAL:2'(Q%3-TGAILvXgASDAA9G5=) CLEARANCE dr' i (ED) EDGE SECTION I �' ^T 1� •x+12^. i1�S z _ DISTANCE RECE55ED MOUNT Tu SILL ONLY (ED) EDGSCAMDISTANCE SECTION P NA 'A'TRACK INSET MOUNT SILL ONLY DAM 02/06/18 DRAWMG 18-048 _ sn¢r 5 O IG OPTIONAL CURVED TRACK ,c' �� IBE /5F 's § p9 8F � BENT TRACK OR SEGMENTED TRACK OPTIONS y g No.52609 ° STAT OF 1 U N Fs F�ORI P�C9 p•'� o m SEGMENTI 1•y�ONAL �� �O >=8 IN ••pnn■■■ �P n�N z o ANCHOR SCHEDULE FB u7 a p 4 C ON SHEET 13 TO DETERMINE 4 GC 6?D) m ANCHORAGE SPACING B \ � S TRACK • ' \\ / ♦�// \�// \ ' NZ M S0 1pl \\_ j JOINT JI3INT )� I N i N JOINT\\ p CNV JOINTS CANNOTEt BE WELDED OR NOT �. > j�¢ P .�13G�SQ WHEN 15 NOT WELDED,THE MINIMUM OF TWO ANCHORS JOINT \ O Z PER SEGMENT 15 REQUIRED AND EACH SEGMENT MUST 10, _— p HAVE AN MINIMUM 8'LENGTH 4� Z Z TRACK JOINT I uj 0�2 JOINT q I w SEGMENT C7 q,1pICN- ❑ O SEGMENT >=8 IN rypICAL kjjil 1N K BENS�OINBT IN JOINT JOINT MINIMUM A-T, ' 5�*1� ¢g 56 9 IN VVV JOINT Q S�v9F'SC� \ ♦ // \ // \ ,/ \\ S�6 F �✓ \\ / SEGg�IM qr CAL SEGMENT TYPI )` MINIMUM >_8 IN cn JOINT I 4'OC I u- z� N EACH SEGMENT CANNOT BE LE55 THAN 8 INCHES LONG p Q w EACH SEGMENT MUST HAVE AT LEAST TWO ANCHORS WITH I SPACING NOT LESS THAN 4'OC AT THE JOINTS OR AT 5EGMENT. F ANCHOR SPACING MUST BE VERIFIED AS PER 5HEET 13 c Q scae NA DAM 02/06/18 DRAAwwcs 18-048 sneer OG OP IG TYPICAL HORIZONTAL �,Q�5 \I EAyF O � JAMB AND CORNER SECTIONS J No.52609 OPTIONAL SEALANT 1 < 5 STATE OF ��• m N ANCHORAGE TO WALL SECTION J MIN. (3) ANCHORS �OR1 p m TYPE A, B, CORD F + .r �� o{m IS NOT NECESSARY JAMB CLOSURE 4' FROMS ENDS SECTION J ISS�DIVAI. 0v o m .s WALL MOUNT AND'ONE AT MIDDLE JAMB CLOSURE �''+ u INSET MOUNT FES z p S _ (xz) #10x1 sns IA 2618 Z 9,9A TOP AND BOTTOM DIEIJ m IA TRACKS II y L_-J ooy � W N TOP is BOTTOM TRACKS Op o IB z [V/ W pON ANCHORS ORD NCHORPp IL p O tu tu jw4(ED) SPACED AT 24'CCDGE NCE SECTION J2 ;• ••:t.� JAMB CLOSURE BUILT-OUT MOUNT F 21 OR 11 � O #10X3/4' SS SMS OR ti 1A 3/16' POP RIVETS 1101, M SPACED AT 24.0C SECTION J3 Dc CORNER CLOSURE > 1 U6 in lu o Q o cljm Q cu NA DATE: 1 1� 7 OR 7A 02/06/18 IB IB PUSH BUTTOM LOCK 1RA48 LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE snEer 07 OF 16 DE F/ y TYPICAL HORIZONTAL 5ECTION5 �G(jF HD LOCK SECTIONS L ' d .� No.52609 00 � i STATE F t�r= °t( � V A N NOTE:SHUTTER CAN BE LOCKED FROM a F 0 R 1 P 0 v / o – IN51DE OR OUTSIDE BY PLACING LOCK N I, sECf10N L. �'. OVAL INSIDE OR OUTSIDE AS REQUIRED. J d LOCK BLADE 5eCnON fFe �mn", F Oa cn W CL05e F05ITION Og ?Ol �rz L Ju or s a IB 1B B 8A Q 0 COMMERCIAL MORTISE LUCK W/ O(1)EXTERIOR KEY OR THUMB TURN G o 2 w AND INSIDE THUMB TURN ANCHORS TYPE o O INSTALLED ON SHAPE 8 A, B, CORD v SPACED AT 24'LIC ALTERNATE SECTION LI SECTION L LOCK E 5E T(O LOCK BLADE SECNON STARTER BLADE 5eCTION lA V OPEN POSITION E]®EBRI1 2� 2j "M7= a o m � Q cu tn a. ^uBA 0 (� 9 SA-1/ 1gJ 6 7— — 5t.�: COMMERCIAL MORTISE LOCK W/ scAie EXTERIOR KEY OR THUMB TURN NA AND INSIDE THUMB TURN DAte, 1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8 0210GI18 1B EXTERIOR KEY OR THUMB TURN 1H De wmrf AND INSIDE THUMB TURN 18-048 INSTALLED ON SHAPE 8 � 08 OF IG TYPICAL HORIZONTAL '.1OPTIp�`�F�GIiF LINIMATE LOCK SECTIONS M APPLOICAHLENAL OONLYGTPOINS a���e�,��EEIyB� NOTE:SHUTTER CAN B2 LOCKED FROM OPENSECUSECURPOSITI13NE STACK E STACK IN THE 4tt7 No.52609 ��_ iso INSIDE OR OUTSIDE AS PLACING LOCK Z a SECTION.M INSIDE OR OUTSIDE A5 REQUIRED. o' }� CLOSE LOCK EFFOS 0 ON c w.w7A 4��.c� 'C(0 R l STA OF �'ir,, 6'm N 1' G KEY �W W 4s/ONAL `�G �e V Frp� �F° 7,7A,7B THUMHTURNTL13CATEDKLINITH KEY OR ACCORDION 7A FB 0.6 8 N a INTERIOR OR EXTERIOR SIDE 4 b S cj l 1B—/ it 7 ❑R 7A 7 OR 7A 68 3 PUSH BUTTON LOCK WITH KEY OR 1/4-20X3/4'THUMB SCREW LOCATED W4 THUMBTURN LOCATED ON ACCORDION ACCORDION INTERIOR OR EXTERIOR SIDE 1/4X1 1/2 PULL PIN Q INTERIOR E%TERIOR SIDEJ DRILL AND TAP OPPOSITE BLADE OR INSIDE OR OUTSIDE > °C 4 INSTALL JACK NUT TREAD TO RECEIVE SCREW O d z N W o o uT u, 7B 7 7 0� � 7B 7B 7B U 7,7A,7B F uaQOD 7,7A,7B AiErli, PUSH BUTTOM LOCK VITH KEY OR 1/4-20X3/4'THUMB SCREW LOCATED ON THUMBTURN LOCATED ON ACCORDION ACCORDION INTERIOR OR EXTERIOR SIDE p[m INTERIOR[1R EXTERIOR SIDE BRILL AND TAP OPPOSITE BLADE OR M INSTALL JACK NUT TREAD TO RECEIVE SCREW j ANCHORS TYPE Ui A, B, C OR D Fu 7,7A OR 7H SPACED AT 24'OC 0 Q 1 B1 011E➢IFNf c SECTION M 1� IB ALTERNATE SECTION M I SA LOCK BLADE SECTION LOCK BLADE WITT7 N Z 4Z= OPEN P05MON STARTER BLADE SECTION Bair_- NA 8 DATE PUSH BUTTON LOCK W N 02106/18 1 LOCATED ON ACCORDION F+ DRAMRG f IH INTERIOR OR EXTERIOR SIDEJ 7 OR 7A 18.048 5H[LT 09 OF 16 TYPICAL HORIZONTAL 5ECTION5 DE F/,�F STD LOCK5ECTION5 N o��� ��6EMg 'o §§ r No.52609 _ o 3 STATE OF j �: S NOTE:SHUTTER CAN BE LOCKED FROM ��FSR iP U m INSIDE OR OUTSIDE BY PLACING LOCK SECTION N '�/��A VIP ,e`s INSIDE OR OUTSIDE AS REpUIRED. z N LOCK BC SeCT10N ..nwa �� o"1 ti w CLOSE POStt10N '.FED LTS �B 118 N N �u 1 1 U1 1B 1H In 22A Q 825 22 �0 8 O 22B 6 O ?=— IU 0 009p 9 67(L poU ANCHORS TYPE L)0 A, B, C OR , UQ SPACED AT 24'DC ALTERNATE 5ECTION N I SECTION N LOCK BLADE wrtn LOCK BLADE 5ECTION STARTER BLADE SECTION IA) U OPEN PMMON pIB@QiT� ZJy }}gF 3 2,15 OLo m � M N 0 Q o � F 22A- 22 22A � Q 1B� 22B Z sNA _ � `\ `22 ' NA DATE, lim 1MG118 1B DOMGa 18-048 snecr 10 OF IG ALTERtIAIE GWC 111111TGR 5HUTTER COMPONENTS DE F/ 4.54 0.i �tY y n X11 En 4.08 0.10 1'- .. 3.00 8 1 d 3.69-{ggg� 4 No.52609 L ✓v N o 2.83 0.64 0 270 �� I^*> 2.41 0.60 &28 I �OsTA OF C m Oh wtl � c 9-I•JAMB p.05URE 9EM HD JAMB CLOSURE s py S 0 R 1 , on 1O 0.05'ACCORDION BLADE o , a m 4 F �••��„ d 0.86 _ _ 4 3,70 �� Q u.4-2 2 4.00 hh f58 0.6t -- -'�� r 0.77 9A•21 JAMB CL05URE v ` o T -RG 5-RECE55ED TRACK TTT i OPTIONAL SILL MOUNT ONLY O'er d HEADER/SILL MOUNT CK RAIN GUARD(RG) 260 83 @ I C.0.05`FLOATING STACK BLADE 4 06 M a 79 40,,�16 3.23- -1.24 1.24 1.99 4.08 m TT v ^- 0.97 ^3 a 06 d a d d dmd 20448 225•LOCK KEEPER IN51RT ��•,3.21 2a 37 7-UNIMATE W/O IJ' 22-FEMALE STD 22A-MALE 5TD I B-COMPO51TE LOCKING BLADES LOCKING BLADE LOCKING BLADE Z^' 7.R ALUMINUM/LLXAN BLADE 4-'A•TRACK Ll. z N LEAN POLYCARBONATE APPROVED SILL MOUNT ONLY W Q O❑❑ AS PER NOA 13-0717.01 a Q„ o K m %L 102UV Q O V+ • 4.35 2 43 2 29 2.06 U I G] �3.83-•� 0.86 3.92 c -F I� 0.61 2.85 046 t� N =I3 O m N O O 0.86. ..4 ^^ d d d J _. n a61 09 d N a La D7 e OPTIONALa.0.07 2 0.07 m 2-INSET TRACK W/RG 2.1-INSET TRACK WK?RG 7M UNIMATE W/LP 75-UNIVERSAL. m HEADER/51LLMOUNT HEADER/SILL MOUNT G-ADJUSTABLE FEMALE LOCKING BLADES LOCKING BLADES � t� HPADEW SILL MOUNT z O.125 (,,.���_ ��T�� 0.51 �t7� �" 2.07 a 09 1.77-tl 56 0.41 0 3.83 t.91 g 59 1 11, O Q .,a d v°i 1.23T- 7 m v m d� d 'Z •M h-. h 0. O N Q1 0 0. fQ d SCALD w Nom 1,99 d NA 0.06 m dj -`{'a 83 1.45 b LL VAS, 0.61 tI-_-�3.36 IA-STARTER BLADE �e ADAPTOR�F�IUfR Op OC/�8 �'�- Y � o.D9 a os 0.07 GPT I ONAL GA-ADJUSTABLE MALL18-048 3A-2•BUILD-OUT TRACK 3A 1-2'BO TRACK W10 HEADERI SILL MOUNT _ 8- HD 8A-MALE HD 5nmy HEADER/51LL MOUNT RAIN GUARD(RG) LOCKKINGING B BLADE LOCKING BLADE I I OF IG ��,•n��DE FN' TYPICAL BLADE ASSEMBLY BILL OF MATERIALS •••••o 4r) --.-Rl'F! §� 13 REM DESCRIPTION MATERIAL MANUFACTURER Z 4 I BLADE 60 3-6 ALUMINUM A 5 A = j No.52609 13A I A STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. 12 I S COMP051TE BLADE 6063-TG LEfAN NA.S.A. Z tl 16 0.19 I C FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.S.A. S STAT OF •i' S N OPTI6N4L 2 CEILING TRACK 6063-TG ALUMINUM. N.A.5.A. =y O A 20 14 3 1•WALL MOUNT TRACK 6063-T6 ALUMINUM N.AS.A. 'c B R �P' •� d m 0 3 2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A. • .. 16 1 Pi A 4 •A'TRACK 6063 TG ALUMINUM N.A.S.A. pIONA ���' �p 14 1 gJ 6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A.S.A.GA •F�B n•, u Q Lt MALE TRACr G063-TG ALUMINUM N.A.5.A. 7 UNIMATELOCK GLADC W/O LP 6063-T6 ALUMINUM N A.S.A. 6 ?1B cu HEADER '-"I r 7A UNIMATG LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. d B HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A 0,14 8A HD MAID LOCK BLADE 000ST6 ALUMINUM N.A.5.A. 8121; HD ADAPTOR FILLER 6063-T6 ALLUINUM N.A.5.A.iv a 13-810X3'HH 9 1•JAMB CL05URE 6063-T6 ALUMINUM N.A.5.A. BLADE SCREW 9A 2°JAMB CL05URE 6063-T6 ALUMINUM N.A.5.A. MF 410 5TAJNLE55 STEEL 10 4-2X ANGLE G063-TG ALUMINUM N.A.S.A. 11 1/8-2X ANGLE 0003-T6 ALUMINUM N.A.5.A. 12 WHEEL CARRIER PLATED STEEV NYLON N.A.5.A. 13 81 OX3'HH BLADE SCREW 410 5TAINLE55 STEEL N.A.5.A. 0,19 13A 81 OX2•HH BLADE 5CREW 410 5TAINLE55 STEEL N.A.S.A. SILL D 14 0.44'0 FLAT WASHER 5TAINLE55 STEEL N.A.5.A. o 15 0.46.0 x 0.93'BU5HING NYLON N.A.5.A. Tu _IG 0.46°0 x 0.65'WHEEL BU5HING NYLON N.A.S.A. 19 PUSH-BUTTOM LOCK Q Be 20 12k 3 8•WHEEL SPACER NYLON NA.5.A. 4 14 lB 14 211/16'-1X2 IX2.5 1X4.1.5X3ANGLE5 0003-T5 ALUMINUM N.A.5.A. O z _ IS 16 y r 22 STD FEMALE LOCK BLADE 6063 TG ALUMINUM N.A.5.A. IPTImk 0.14 22A I ETD MALE LOCK BLADE 6063 TG ALUMINUM N.A.5.A. Zn� J)H 13 13A 22B 51 U LOCK KEEPER 6063 TG ALUMINUM N.A.5.A. 1�CL/ z ID I BLADE �H U W 0 O 410 STAINLESS STEEL O� O 0.500 MSO 22(f) �Qg p 0.390 0.20 0.390 90 0.44 0.03 J C;-'-(�-y .. 6 � �j���jjj�(rr� d I ' v ANCHOR SCHEDULE 0.310 T T I, m o iO P. 14-0.03'X 0.44.0 v Qp I N v 5TAJNLE555TEEl TYPE DE5GRIPTION J EMB E.D. � d d d d "' I d FLAT WA5HER A 1/4'ITW TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 `p� 1/4'ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 2.5 a 0 10-.40'0 X.65' 15-AVO X.93' A 1 1141 rrW TAPCONO CONCRETE BLOCK 125 .0 aM7 0.50 NYLON WHEEL BUSHING NYLON BU5EHNG 141 ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 20.1/2'0 X 0.36' 13 14-20X I ALL POINTS S0LID-5ET INTO 3.0 KSI CONCRETE 0.875 3.0 NYLON WHEEL B 1 14-20X I ALL POINTS 50LID-5ET INTO CONCRETE BLOCK 0.875 .0 w SPACER c 114WOOD LAG 5CREW INTO G=.55 WOOD 1.50 5 o Q p1/4°-14 SELF DRIWNG 5CREWS INTO 1/8°5TEELOR ALUMINUM --- 0.75 E 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1 1.75 3.0 0 (f) O E I 1 1/4CRETE-FLEX 554 INTO CONCRETE 5LOCK(2000 P51) 1 1.25 3.0 140 Q 12-WHEEL CARRIER NOTES: I-ED.EDGE DISTANCE SMALL BE BEYOND WALL DRESSING �j STAMPED SS Wlm2N O NYLON WHEELS z-ETIB:esreEDMeurSHALL ee BEYOND waW OREss1Nc Z 3-1/4-TAPCDN.1/4'CREIL-PIDt,014 ROOD 5CREW5 CAN BE USED IN R�UKE OF lµ'LAG 5CRVWs f s E 4-ANCHORS TYPE A CAN BE USED WITH REDUCED EDGE DISTANCE DA>E.DJ I JAI WHEN THE TABID ANCWK51-AC7NGVAWES 5CALE, ON SHEET 1304 ARE MULTIPLIED 6YO.95.THS IS APPUCABLE ONLYFOR MOUMS TYPE A S.51.52.53.54 AND C NA TD 5-THE ANCHORTYPE At CAN BE USE WITH REDUCED EDGE DISTANCE OP 1'FOR ITW TAPCONS AND 2'FOR ULTRACONS FOR .DATE: O INSTALLATIONS WITH MOUNTS TYPE A.B.B I,B2.&3.B4 AND C.TtE TABLE VALUES ON 54FET 13 CAN BE USED W O REDUCTION. 02106/1 e I.24 DRAWING B --� 18-048 SHEET 12 OF IG J W N A L O O O O O p OV�1 m_pe N_N fv� JJ m _C tJ a_ m m p_ y_y_� .1 po m >_1T m N W 0 O IJ a K A a m O N t O N+m O1 O N$OI O N A W!b O N a W N O H�m m O N A N z a a a A a a a Jill:+A a a a a a a a a a A a+A+A+A a a ji a a+A a A a A a a A A a A A A A A m D Prn a A A 111;3+A A+A a A a m++a a A A a a a+m N A J.a a A a A A A A J.A A A a a a a a a m 00 N = a a a a A a a a a a 2:99 tit+a A A a a+A+a a A+a+A+A a a a a a a A A a i.a s+A+a a s C1 um L _ AaaWN+Oa0arglal=Oa+A+aAaaa+uNaYaaAaaaaaAaaaaaaaaAp P N Q A A a a a a a a a a a a A+A+A A A a a a a a a a a a a a a a a a A a a a a a A a a A vii m y a s n O m W m►a j N+A m m a a A a u N+O m A a a a a A o'N +a a a a A a a a a P+ Z = A a A:91i V W a a a a a a a m a a a a a Y A a j a a j a a a A a A a A A>L A d A L j A a rn A a a a a^I J a A A A A a a V A a a a a a a a a A a a+A:91%aaa a+A a s+A a a a a a a ID Q A a a a 1V A I A a a a a Z1+A A a+a+A+A 5:18 N a A A A a A A a A A a A A A a a A+A+A a m N � m Fj a a a a a V m a a+A+a a a a.121i+a a+a a a a a a a a a A+it:a a+a a A+A a!:12 a i a i l7 p N 0 a A a m N A I 'n a+A a+A +A a a A a a a a a N a a a gig a a a a a A a A a a a A it a a 0 Z +a+A a a i a a J a a a N O m m V m+W w N+O m V V 2;18 a N+A m m J m +P ZJ N+A m m A A m A m m A+m N N D O Z m m ^ a m N\_' a N A m m V m m N q W++W a N+A m m V J 0 Xp p A /vT A m V10 P N A A O m V m m N g a A m m V m m U A A N+O m m V J .9 m Alt 41+A A m m p RI O CC ^O a N:t A m m A m m A W N+O m A A m m m A t N r r A A p A m A A A A A In r m r r r 0 V. Fn m q A I I 1 I J g N A 1 I I I m J m m A I I 1 1 A m J m N P a A l l m m v J m W P q(7 A m -n g a l I 1 1 I m q A l I 1 I I J m N P a l I I I m m V m N N a l I I A m m V m m N m N O An m m J m W N A m m V m N P N r m J V m U g A m m J V m m +O m m m J W N A l 1 1 m V m P a 1 1 1 8.J m W P 141-148 m V J m P U P A+p lj,+.A m m J J m m D S O .4 I l I 1 1 m U A l I 1 1 1 J m g A I l I I 1 m J m W P a A l l l N A m J J m q W P A p F = g I I I 1 1 I N P I I 1 1 1 1 J W P A l 1 1 I I m J m g q A I 1 I 1 m m J W W P P 4a a N N N N+A m m V V m m V m N g A l A m V W m P W A N O m m V m m q P W y i O m m V m W m m m N Zf+A m m m D p m V m m W W N p m J J m g N j N O m m V V W Hs q O m m V V V W+m A P tJ N+O m m m K m U A I 1 I 1 V W N A i I 1 1 m J m W U A I I 1 m m J m P U A A l a N O m m V m m N P O m m m J .1.1.1j318 m m V m W U A W m m V J m m A N 8 N O m m m V V A A m A a N A m m m A P N+ 8--A A O m m A 0+W N a N+A m Ol m 0 m m tli a�,N+m A A A 0 0 818 A D 8 W N 41 N 18 818 8 P A A it m m 81A m N--181A A A A W m P a A A 8 A m+W W m m m W m O m m V m U g A m J m U P P A m m J m m P g m a N O m m V V W W 0 0 YI a N+O m m m (] Ate' T m m V m m+ m m V J m m m J Vm m m U N+ A N N+O m W A A N+O m m 0 A m f+u N+ m m W a N+O A 0 A m A tJ �, a• �,,,....-•••,,,SFO . f 3- ;50 ml�. *N mlm ' o v o C, i� v 71 coo ASSOCIATION Of MANUFAC LIPM: PRODUCT= 41 FR ,f 0 �• W N g$ N.A.S.A SUPERNOVA rMINCERMSERVIIfS_fA32459 D EXTRUDED ALUMINUM szae cneLSEA OR.5 �a NATa4ALAPPROJED 5"JrRRA55DCIATION L.L.C. ACCORDION SHUTTER PLANTATION.FL33324 ENGtuecrz5eiv. HIALEAH GARDENS,PL 33018 LARGE MISSILE IMPACT RES15TANT =�� PPMFQaAOLCOM °RO�52W9 BB6� 0� aoo0o00000000�00000� o�00000a� 9BB99B8B9980A9B9B9B9999B09966B9B99B0 ovv0000000vv o00000000000mov0000000� AA9B9A0B9999�9AAB9AABB08999�B�AAA9A0 OCCBACCBA9CCAAAACABAAC08A90 D 9AA6C9 . 999BB�8B99B89B990A9BB9089999600A9B90 . ;: 000B9C0B09�CB99BC99BBC099B690g9ABBC0 998BB99B9999BB9BB89BB9699B99B9BABB90 OCOBCC0A9CCOB9CCC99BCG0999oCC998ACC9 9C09000B9C00999Cm990�009909C0999B900 o00000000000000000000vop000000000000 aooaoomaa000aaaooaea000B9�AGCB9A9BC0 • BOIBC01900109A811890011g99BC099A9009. 90080009Ao0oBA8C0999C009999oC9999AC0 8118�1900119A901B90�119B9B0199ABB00 8C08�0990oC999009AB000AABBCOB89A0G0 C019�B9ov109C0oB09000909C0 9909C0� C�OCCCCB0C�09oCCOBB0CC�09CCC�A�9CC0� 0009CCC090G0090oCBB90GC�A9CC 0 �9C�0. 00oCC100010000C1oGC0000 0001oC0 CC10 0000000A000voo��goc0000e00000e000000 oo�s000aeeooae aea000a0a000eaaa000 000000000000000000000000000000000000 00000000000000�0000�00000000e000000 000000000v00000000v000000000v00000vo voovv000000000000oo�oov0000000000000 0000000000vv0000000 000 00000ao 000a oov0000mv000000v000v000�0000voo�oovo iii000io°oo�goioi�°oiiovo �n00000vo' o�0000000iv0000�00000000eo°po°�oo0000 000000000e000000v00000000000 -eooeov ioiiioi000°��oo i000ii0000io og000 i0. oov00000000v000000000eoe00000am00000 eooe000aa000aeooce0a000aeeeooaaaeeoo 0o�aaooaseooa0aaoea0eoo�sseoea0saov: , 00 000000v000000000p00000e 000e000peoo �000AOC8BBOOA96AC69A9CC88B99C60�9B o EXrRUE)FE)ALUMINUM 1 „,,SDE p 'a } SECTION X •.••��f.\CENSO TRACK 2 OR 2A INSET MOUNT Q•4 C L E m SECURED TO AN ALUMINUM PLATE 8 No.52609 0 BETWEEN WOOD TRUSSES2.0 re STATE OF S n N a0,F 10R � D2 0.63 0.62 •=��,,��ONA � r rL o 1.25 1.25 1.25 5.00 "�”^�M N"'e u x00 (4 PER RAFTER) a a 1/4'X 2 1/4 FH TAPCONS d WITH 2' MINIIUM HOOD 1/4'X5'GOG3-TG ALUMINUM PLATE FEB 0.s 5�' 2018 s 5.COcu e E 1/4'X5' OR 1/S-X5' 6063-T6 o T 2,2A ALUMINUM PLATE SECURED TO 1 RAFTERS AT MAXIMUM 24' OC 0 0 SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE _ mm SPAN& PRESSURE I/4'X2 A5'GOG3 TG ALUMINUM ANGLE cd tn w j 1/4'-14X 2' SELF DRILLING SCREWS Q a z SEE SHEET 5 MOUNT TYPE D 15 1 Iy ANCHOR TYPE D FOR ANCHOR SPACING > j J w 1/IH O L 4/ z In LU 0 N O cq O d I/89X5'GOG3 TG ALUMINUM PLATE ALLOWABLE DE51GNED PRESSURES ALLOWABLE DESIGNED PRE55URE5 FOR SECTION X WIIN 1/4'ALUMINUM PLATE FOR5ECRON X WIT!I/8'ALUMINUM PLATE BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED SPAN PRESSURE PS SPAN PRESSURE ffSn ro IN BLADE 1 BLADE IB IN BLADE I BLADE 15 -{— GO ±159 ±159 GO ±99 ±99 d I 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE 00 84 ±1 13 ±113 84 ±71 ±71 118'X2 X5'GOG3 TG ALUMINUM ANGLE 0 m 90 ±IOG ±I'OG 90 ±GG ±GG a 108 ± 88 ± 88 108 ±55 ±55 126 I ± G8 ± G8 I 12G ±47 ±47 in 132 ± G2 ± 61 132 ±45 ±45izu 144 +48 -52 +45,47 144 ±41 ±41 o Q I G2 1+30,-40 +28,-33 I G2 ±30 +28,-30 0 Q¢�_ NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES z Z= 5CAE: NA DAM 02/OGI18 DRAWING• 18-048 snEEr 15 OF IG SECTION CT •.•`�Q��\�E"Eiy"�r�F REMOVABLE 51U. �� �' 8F C `n OVER COUNTER TOP SHUTTER '/No. f TOP TRACK a No.52609 SECTION A 91' MAX. OPENING WIDTH :* * *i a� STATE OF I I PASS °[ OQ S N m THROUGH FsR �r WINDOWS MAXIMUM PRESSURE ,���NA ��;•` �� 1/4-14X1' GR5 SDS RATING: ±60 PSF "" �N 2 r o< SPACED AT 12'0C UQ , REMOVABLE 1/8'-2X4 -5ECTION A FES Q s 3 N g m 6063-T6 ALUMINUM TUBE i --SECTION B ?Ol E d i -5EcnoM C COUNTER WALL MAX. 96' REMOVABLE �TRACKA MMF TRACK TUBE*TRACK F TOTAL SHUTTER WIDTH CON1 CONI- CONNECTION ONI CONNECTION SECTION B CON 1 0 iµmi Q z M 1/4-14X1' GR5 SDS Z u� SPACED AT 12'OC Q/ ;�z N (2 PER CLIP) TUBE ANCHORAGE W 0 0 U) 1/4X3 1/4' ITW TAPCONS_ CON G 0 SUBSTRATE-\ 3/4' EMBED. INTO CONCRETE - A• p IL �p Eo' (2 PER CLIP) D- 1/4X3 1/4' ITW TAPCONS REMOVABLE 1 3/4' EMBED. INTO CONCRETE 1/8'-2X4 6063-T6 'd ALUMINUM TUBE 1/8-2X4 TUBE +'o ° F--OPENING— (3 OPENING C3 PER CLIP) W 1/8-2X2 CLIP SECTION C 1/4-20X3' HHMS / b a m WITH WING NUTS / W m 1/4-14X1' GR5 SDS - 1/4-2X2 CLIP ' . N SPACED AT 12'OC w SUBSTRATE � Q 0 0 vJ FIXED.SECTION TO c Q HOLD SHUTTER STACK (3 PER CLIP)-/ z _ SEE SECTION B ON SHEET 3 1/4-20X3' HHMS FOR ANCHORAGE DETAILS WITH WING NUTS 5CAM I1/8-2X4 6063-T6 ALUMINUM TUBE FIXEDTRACKJ NA REMOVABLE TRACK W/ TUBE DAT: 0210GI18 DRA'MNG♦ 1"48 smffT 16Of IG ``►►►Iltlll//,, THERMANTRU DOORS `��' N;� Fiber-Classic® & Smooth-Star. "'P o�``�'�� N '''� 1 tt� ►`` _ d $ .._ $ o v Z$_U COMPOSITE EDGE ` 7.75'MAxOA. maa� rk GLAZED FIBERGLASS SINGLE DOOR fIiAMEWIDTH '€ Z IL (� INSWING OUTSWING ' "IMPACT' Z GENERAL NOTESi �o 0 I. This product has been evaluated and is In compliance with the 6th Edition rn r= z z �o r a (2017)Florida Building Code(FBC)structural requirements excluding the"High 0 c 'O g mAd Velocity Hurricane Zone"(HVHZ). :.I o= o jr X 2. Product anchors shall be as listed and spaced as shown on details.Anchor c j 9LIJ " ' p o embedment to base material shall be beyond wall dressing or stucco. o".' ,W x fu" Lu U W a 3. When used In areas requiring wind borne 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 Includes Wind ,1 tj Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2&R3012.12.1. �, o z q 4. For 2x stud framing construction,anchoring of these units shall be the some as z o that shown for 2x buck masonry construction. r='o kis 5. Site conditions that deviate from the details of this drawing require further a engineering analysis by a licensed engineer or registered architect. gs d d 8 _o n am 6. Fiber-Classic&Smoothl,Star Door panels require the use of"f'part numbers and o 6 Q 35 must be stained or painted within six months of installation. ❑ � iABLE OF CONTENTS DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) AM SHEEN DESCRIPTION CONFIGURATION LOCK INSWING OUTSWING t� t'- 1 T kal Elevations,Design Pressures&General Notes HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVEo A 2 Door Panel Details o^n 3 rg 3 Elevations X Latch&Deadboll +47.0 -53.0 +50.0 -50.0 ^ _ 4 Horizontal&Vertical Cross Sections 2X Buck "s`� °z n° 5 Horizontal&Vertical Cross Sections 1X Buck) X Multipoint +50.0 -50.0 +50.0 -50.0 —08102116 °_ 6 Horizontal&Vertical Cross Sect ons Dhect to Masonry) o 7 vertical cross Sections ds) See Sheet 3 for Hardware Specillcatfons s N.T.S. 8 Buck&Frame Anchoring M.BY. JK m 9 Hardware Details cwc ft. LFS ; 10 it Details � € 11 o rents DRAW NO NO.� FL-20468.7 m 12 Blll of Materials a SHEET L OF 1_2 N 6 a EXTERIOR 1.878' 0 Gl EXI .5" COMPOSITE .......... CAP ............. *INTERIOR pi It COMPOSITE LOCK BLOCK STILE HINGE STILE (12.5'LONGLVL) (ENGINEERED WOOD) Z o m o CAP (ENGINEERED WOOD) 0, .zd.4 HORIZONTAL CROSS SECTION Ec, .z 0 cn5 OIL 1.87S' 4al d a, 0.406'— 1.199, GI EXTERIOR 1.198" 0A06" TOP RAIL0 d (COMPOSITE/ENGINEERED § 0 z 5A OMPOSITE CAP INTERIOR o & LOCK BLOCKSTILE HINGE STILE COMPOSITE (12S'LONG (ENGINEERED WOOD) CAP (ENGINEERED WOOD) L CROSS SECTION HORIZONTAL FOAM CORE " �I (POLYURETHANE- , 1.9 PCF MIN.) e 36.0"MAX.DOOR 35.813"MAX.DOOR 35.813"MAX.DOOR I 0 PANEL WIDTH PANEL WIDTH PANEL WIDTH 0 r3 INTERIOR EXTERIOR INTERIOR EXTERIOR r2 2 fz N7 GI t7 t;--s z SE g 0 0 tq 133 m Ed Ed 0 & 0 9 . 0 FIBERGLASS SKIN x 0 8 0 S, .073-THK-) tj zo BOTTOM RAIL — 0 (COMP.) n C-4 z la VERTICAL CROSS SECTION 1'4- VERTICAL CROSS SECTION DATE'8102116 SWE N.T.S. mm Erf. JK CHY BY.- LFS DPA"a NO.: DOOR PANEL DOOR PANEL DOOR PANEI FL-20468.7 40 00 41 P� 42 00 13 Sol BOOK DOOR DOOR Door (�01 Door S ISHEEr_L of_L2 1111111fff//�� o oS w i 0 Co 0 m'S O N o \ o e Em ZmZU 9o0a 9 p u o oZ 22 2 5 v ® 3 3 6 3 4 5 6 6 3 D:::•;:c:ar. .8 �� X v o F 4 5 6 6 0 ®' w..:r::cr.L.i ci...........i ie'Sii1 0 En %1G)f'NUFACrIl1FER i``.....'......s; ia/H0.0E.............................._ o :.;::•::;;.;::..,,;':KNOB::::.;;:.;.:;;FS1.:;.;.;:;r �^ J d SCHLAGEDEADBOLT: B60 rr SEE HARDWARE �m CHART KNOB: SIGNATURE SERIES / �� DEADBOLT SIGNATURE SERIES(PBO) �I o HOPPE MULTIPOINT:MPDGART a [(THERMA-TRU) (3 pt.Manual Tongue) a a $ � U O � 1 2 3 4 zon 7 7 7 7 or=o �.. 1a-N K O 2 Z g 3 r"d rn aa� � gQ �o a = o -W a O^moo N Z V DATE 08 02 16 z Fiber-Classic/Smooth-Star Door Panel Options sm"F: N.T.S. 11 Products approved include all embossed and recessed panel doors. MO.BY: JK m Similar glazed panel configurations are allowed. CHk er: LFS 3 Panels shown are for illustration and are representative only. owmHo Ho.: M FL-20468.7 0 N sir 3 oe 1� id R:ldients\Tnenna Tru PERMANENT\A-Florida Product Appmvals\FL-20468 WBDR Ti FC SS Impact-Cmnposite\C Drawings\FL 20468(2017)-CURRWRK-20968.7-9Avg,4.1 j3: v �z m n ' O. A N r r H I: O NWn B0 MO n N n y 0 � 7ZC T O z FA Z N IC 0 co [rJ G2 a M —' .a° M A � 9 v ,b. off^ ncn A m 14 a °. O y o Z O °< X '9 o � n A IA lO 1-1/4'MIN. P EMB.(TYP.) A W N y O .� z V 1 04 O J_ Z �C— n �n 0 > M 7- M m . v No.43409 �3 V z ``������,SCHI►��0777ii 10/09/18'0 Q PRODUCT: Document.Prepared W. r BTATr:OF r'� o THERMA—TRU Lyndon F. Schmidt �����•••.. ORiD►;i d oo FIBERGLASS DOOR P.E. No. 43409 i7 lir p o Z C 3 10 OB 18 REV. DOOR PANEL OPTION NOTE AST N f ONAL RECESSED PANEL NOTATION JK PART OR ASSEMBLY: L/�Q��BUILDING CONSULTANTS,TI�IL� Im 7S fn 1 7 17 17 UPDATE T'O Bth ED 2017 FBC JK HORIZONTAL & VERTICAL Jl•[/jl P•o. eox 230, Valrleo, FL 33595 N v rn NO DATE BY CROSS SECTIONS (2X BUCK) Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2016 R.W.BUILDING CONSULTANTS INC. R:\ajejft\Therma Tru PM4ANENT\A-F6dda Product Apprmis\FL-20968 WBDR TT FC SS Impact-Composite\C-Drawings\FL 2G468(2017)-CURRENT\FL-2D468.79.dw9,5.1 T 'd e 4 N N a 0 0 �X N �j n 3n y0y A Aim N 1y71 8 O. Z A A a N IM I� 0 . A �w �a o m a O ?m m aI CL_ N—+ A - N ❑ 0 v° O`r m,n OXr C° n til 3• O z Z A tit o v 0 ov ah n A I IO A N W N Orn= V 72 V m-O pX� g� 0 Um � a A m ��\\tllllllfl7j 10/09/ISL PRODUCT: D-.—t.Prepared By %Q•. �g� ` Ipt ry m FIBERGLASS 5 DOOR Lyndon F Schmidt ����•'•.•!t20RlD ••• ` p Z p 3 l0 08 18 EV. DOOR PANEL OPTION NOTE MT P.P.E. No. 43409 O�A` P R .a.10 'T' `• 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: �iD BUILDING CONSULTANTS,�11�1CJ I •DOD � x fn 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK TP.O. Box 230, V-Irtco, FL 33595 N m NO DATEBY CROSS S CP NORIZOMAL S ( AL Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 0 2❑16 R.W.BUILDING CGN6NLTANTB INC. NCO,-, E15 E W; zro 41F 67::4�m MAX. MAX. C 1 Czln O 9 Z C3 v � Ea m o 40 41 42 a H g a 0 a. 40 41 42 a � `a a� o 0z �{ NTERIOR INTERIOR 0 3a EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION m C 6 Shown Direct to Masonry 6 Shown Direct to Mason o Outswing any w/4-9/16'jamb Outswing only w/6-9/16'jamb �C-, jl 0 ZG 0 W rq C 1 1 C EQ C 0 tA NTERIOR r- 0 Z c 40 41 42 a o z B o INTERIOR r'Gt Q� aae � N 40 41 42 N o e o � M M M EMB.(TYP.) w E DaMOR E E g EXTERIOR E M lV Z 1-1/4"MIN. 1-1/4"MIN. M 1-1/4"MIN. WE 08102116 = EMB.(TYP.) EMB.VYP.) EMB.(TYP.) o � sr�: N.T.S. d 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTIONCROSS SECTION �HORIIONTAL CROSS SECTIONCROSS SECTION D+•BY. JK in z 6 Shown Direct to Mason 6 Shown Direct to Masonry ffm.xr LFS 6 Shown Direct to Masonry b Shown Direct to Masonry Outswing onyw/6-9/17jamb Outswing only w/6.9116'jamb NO- Outswing only w/4-9/16'jamb Outswing any w/4-9/16'j6mb 20468.7 0 6 ov 12 a z ��III11111/f f/ Notes: •• Oma'. 1.Siff Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2°pfh screws at each end. Q; •, SRI Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1/2'pfh screws at each end. Sill Item#15 Is attached to Jambs utir¢ing(2)#10 X 2pph screws at each end. z o � u INTERIOR EXTERIOR INTERIOR EXTERIOR /fl Ilm z m; d \, � Z V E� z O oO 40 41 42 g 40 41 42 y N 9 6 V. 0. s � He cZ 32 38 39 33 34 35 36 37a SEE NOTE 1 SEE NOTE 1 w ZO 00 1 VERTICAL CROSS SECTION 7 Insving Ski VERTICAL CROSS SECTiONCROSS SECTION a 7 Inswing SRI U EXTERIOR INTERIOR Z z EXTERIORINTERIOR o k 0 40 41 42 7 16 17 18 40 41 42 d 8 0 10 E 15 oaf o SEE NOTE 1 SEE NOTE 1 E $ �' tf mn^ Z DATE:08102116 z 3 VERTICAL CROSS SECTION DW(;. N.T.S. 7 OutsMng Sul 4 VERTICAL CROSS SECTION °W0 B'° JK m 7 Public Access SRI CNK,Err. LFS 3 DMWMO NO.: � FL-20488.7 0 SHEEP—L OF 12 N O a R:\dents\Thu=Tru PERNANENT\A-Florida Product Approvals\FL-2Dg68 WBDRTr FC SS Impact-OompoSite1C-DrawingS\FL 20468(2017)-OARRENT\FL 20968.7-9.dwg,8.1 Z1 C � n X a z . ci 16°MAX. 4"(TYP.)—r TD- O.C.(TYP.) m c a 9' m L' rn _ a po Z .— _ 0� O Z ti n n Q Az 14"MAX. 6"(TYP.) �— O.C.(TYP.) �o x �o 0 a_ T ce =X N N N 10/09/18 PRODUCT: Dowmerne F'repered By: gpQEpp THERMA-TRU Lyndon F. Schmidt I a FIBERGLASS DOOR P.E. No. 43409 moi,' �OR1G�:•' ` W N �� �...• \ p Z 3 f0 OB 18 REV. DOOR PANEL OPTION NOTEWMT //�7biNAI.t � 2 11 15 17 RECESSED PANEL N07A7ION JK PART OR ASSEMBLY: CD BUILDING CONSULTANTS. X pI N 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK rJ�, Iw v BUCK k FRAME ANCHORING WP.o. Box 230,VDINco, FL 33595 m NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9513 2Clfi R.W.BNILDIND CONeNLTANTD INC. .07-- 28 07~ 280 Q '�� �•• ���` a z 2X BUCK L 0 q O iii''' •\\,`� ?>°°°m IXBUCK G SEE HINGE /// jilt, \\ y n DIRECTTO M 0 26 DETAIL(TYP.J $ 9 $ m z MASONRY \ o E i m=o vg=�a N 5 C;0a. 2X BUCK 25 4 m a a 29 IX BUCK G $7 �, Fn B 1z —o SEE TONGUE a (� d DIRECTTO (yS +� $ o STRI�ETAIL a *— 2XBUCK L v� MASONRY o 0 LATCH&DEAD BOLTDETAR y iR 0 N IX BUCK M 3 Kwilaet ' m DIRECTTO MASONRY 31 rio I o SEE LATCH TONGUE STRIKE DETAIL 2X BUCK L &DEADBOLT SEE LATCH U point Lock � o 1 X BUCK GrSt�dke DETAIL a DEADBOLT ErAJL DIRECT TO CI 0 e MASONRY MSub a a te 282XBUCKtj 8 1XBUCK G 12y STRIKE JAMB HINGEJAMB STRIKE JAMB DIRECTTO M o F G k 2X BUCK 25 Latch and Deodbolt Multipoint Lock MASONRY o$ ffi zE o 1X BUCK G 27 t3 r m DIRECT TO M a o d MASONRY LATCH&DEADBOLT DETAIL g B G1 a LATCH&DEADBOLTDETAII L 2X BUCK u polo 0 0 29Ea Schlage 8 G 1X BUCK B ro n (yt DIRECTTO MASONRY o^ ¢o LATCH&DEADBOLT STRIKE DETAILS M DIRECT TO MULTIPOINT LOCK STRIKE DETAILS °^^ m MASONRY 24 23 ro a^z n0 DATE:08102116 i smz, N.T.S. ° e DEADSOLTSTRIKE DETAILS HINGE DETAIL NO•Erf• JK m (Security Deadbolt Strike Plate) "'N'BY. LFS 3 DRAWING NOc € FL-20468.7 m 0 SNEET 9 OF 12 N 6 ' 111111111/f// A ...... EXTERIOR X'�r AN CELLUAR C; j I/Z'GLASS BITE 0 z1— GLAZINGLTAPE I"THK.GLASS ........... 1 X'TEMPERED GLASS I/2'AIRSPACE /// 11111111 ZdGd m 513T ANNEALED GLASS 0 X z E WROUGHT IRON I q o.w DOW 995 INTERNAL GRID GBG INSERT 6 oj 0.090"PVB INTERLAYER .= OR.. (SAFLEX OR KURARAY BUTACITE) D.IL SIKA 552 S 1/8'ANNEALED GLASS U tj #10X I-11T PPH SM.S 3ASWIGGLE GLAZING SPACER INTERIOR gG! ML LAAIING DETAIL G1 4L,.j.u.Impact Aluminum Impact Ute Frame Door Panels&SIdeltes m c-, PRIVACY INSERT DECORATIVE INSERT 20.88"D.L.O. 0 WIDTH I LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS E d ------ 0, z IQs V) 0 0) -4 f2 in 12 13 #10X 1-11TPPHSMS (TYP-) cli *tU M FRAME 3A rr�.urn M= (TYP-j Aluminum Impact Ute Rom �M 08102116 Door Panefs&SideRes saue N.T.S. ALUMINUM LITE FRAME MO.ft JK go cNv-at. LFS DRAWING N0j FL-20466.7 W SHEET 10 -L2 JZ Illlllllll/L// &' 4.56" to to = `�''i�' N 7.59" 7.5" Ct i..•_: -i-!.N" '�:.).�. a:h�fry arn,:.`5...- .'u a'�,..:li•d�.K� `♦- •.o.� :?u;<nti% Fri. . + 1 •;, a5' ti' v'yNi; /// O ��� J co o m a4<"r.:;y":`'"W;.:�,:.t+:'c':'".{a,; a;'y:: ,'L J— ca.��:;�i,...?::.•,y�,..vn>'? %'���.e�: / -. .. `` > z c;;6 236" INSWING THRESHOLD g n o 32 INSWING iHRESHOlD 37 IruwuGg Bas TIF 7-1/7'SID WOOD JAMB \ o o E. °z_ o z Insving Basic Composite Adjustable 5117-1/T V a ca. 9 w 4.56" 5.83" m a a 4.56'- 5 `z .n ,H-. ..�.. 5i w � ?�'•� ^.i!lr}�'-'::�+�';:°i=y.Vic.:. ., � d +r. ^ x r r .:�fir; c } ! `.. t r - �- '•'-,�. »� '"`<x .mac- +-r:-.rr,_ �I ' `-...nry .....�. .5..,.+i,:�`! � r•',,�... i _tic. �a�5�_ro-_ ..,C a o INSWING THRESHOLD INSWING iHRESHOID OUTSWING 1HRESHOID Irsswing Bask Faed SAI 38 Iruwfng Composite Adjustable SAI 6 Composite 581 y z 5.75' F o s 5.77' R 4.56" "?,r; J'rt'„tv:p.,, .r.:•i'.; �:1�":+V4. :':;5.: - Vii:tE'i!;'' a C 8 INSWING THRESHOLD :•: rS %3=,rr..:. a..c: Y Y} Uuwing Moderate Cilmafe SID 1-3/9' tjINSWING THRESNOlD 39 Insv 1 Bas c Compo ite Adjustable SID OUTSWING THRESHOLD .8 7 ComP.D./Aluminum SID Z Y 5.75' oZN z m mB o 5.75' a a:S Ln to of y •��^2�%.i'Yva._`:'i4h.l 4%ti - C � Q W .•INSWING THRESHOLD 35 Inswing Moderato COmate SAI —T m ? ti t 18 OULSWING THRESHOLD g PUBUC ACCESS THRESHOLD Composite/Aluminum Sib ur 5.75' 15 (Thermal Break) c^^c J In G n m gp Mie 08M02 16 i > 7�/ IF I sc�sr N.T.S. d r -11NSWING THRESHOLD T Vv�+111.77,'�{Vv I-�1.9Z' Y 11 0 u on.RA F m 36 Insving Basic F! le 53/4'SOI 206" pqr,ey; LFS 3 o. DRAWING NO.,. 0 8 SWEEP 9 SWEEP 10 SWEEP o FL-20468.7 lo 0 sNEET 11 or 12 0ID z BILL OF MATERIALS BILL OF MATERIALS pd�• •'��to '� REM 0 DESCRIPTION MATERIAL REM& DESCRIPTION MATERIAL =_• a'1 a A i X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL z O B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �•''••.... ..•• •��`� W D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL i��i/' `�P� m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL rrr Its o.o,m z` 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL Q 9 a. d G 3/16"X 3-1/4"IiW CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL =$ E =m o a J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP a w"� 'm oa a� Q L #10 X 2-1/2"PFH WOOD SCREW(1.1 S'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 4 0 M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E 5 Z N 3116'X 2-3/N'ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP ga 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �$ 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP J 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) W o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - m 17 OUTSWING THRESHOLD ALUM/COMP 42 1 DOOR PANEL(Ul) 18 OUTSWING THRESHOLD ALUM/COMP a 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 #10x3/4"PFH WOOD SCREW STEEL -"� n 24 #10 x 1"PFH WOOD SCREW STEEL $ E2 � z S{ zon �' CoCo 4 la-N CONCRETE ANCHOR NOTES: o z z 1,Concrete anchor locations at the comers may be adjusted to maintain the min. d d 8 Ln edge distance to mortar joints. :S2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a o maintain the mfn.edge distance to mortar jotnts,additional concrete anchors °o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o �' 3.'Concrete anchor table:' ?.;•: . . .'.... .i.:h.t � :. :::::::-::.::::...::::::....:: ::::: ::-::: :::....: ..O ......,.,.:ANCHR.:................................... n^nw na mz TO MASONRY 70ADJACENF.;;,, w � :::zt`.tYPF:?:':»` SII E ITW....... ....... EQL3E.:. .... ...../INCHOR..::%:;• c^n o TAPCON® 1/4" 1-1/4" 2" 4" ^ o 0 ELCOMN•••Z a ULTRACON® 1/4" 1.1/4" 1° 4" nae 08 02 16 z a �: N.T.S. S ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON JK m F WOOD SCREW INSTALLATION NOTES., aec ar LFS 3 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of MAWM NO.: € wood screws to prevent the splitting of wood. FL-20468.7 0 n sNe:r 12 of 12 b a