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HomeMy WebLinkAboutProduct Approval Florida Building Code Online File 'a ge 1 42 BCIS Home i Log iIn User Registration Hot Topics Submit Surcharge Stats.&Facts Publications FBC Staff BCIS Site Map Links i 'Search Or Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail i FL# FL16905-R1 Application Type Affirmation Code Version 2014 Application Status Approved j Comments Archived Product Manufacturer ASTA DOOR CORPORATION I Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH,GA 30101 (770)974-2600 Ext208 J FREN CH 3 @ASTADOO R.CO M I Authorized Signature JAMES FRENCH j JFRENCH3@ASTADOOR.COM i Technical Representative James French Address/Phone/Email po.box 420 acworth,GA 30101 jfrench3@astadoor.com Quality Assurance Representative John Trujillo Address/Phone/Email 4255 McEver Industrial Drive Acworth,GA 30101 (770)974-2600 Ext225 jtrujillo@astadoor.com i Category Exterior Doors Subcategory: Roll-Up Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon,Jr.P.E. Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16905 R1 COI Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 i Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuildin i g.org/pr/pr_app—dtl.aspx.?pararn=wGEV XQwtDgvB wYu9TrZNm... 6/7/2017 Pageof2 Florida Building Code Online 2 R]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. i Documentation from approved Evaluation or Validation Entity Oyes 0No ON/A I I FL16905 RI COC 35010f self affirm 16905.odf Product Approval Method Method 1 Option D Date Submitted 05/20/2015 Date Validated 05/20/2015 Date Pending FBC Approval Date Approved 05/21/2015 Summary of Products FL# Model,Number or Name Description 16905.1 Models 203 and 204 Windlock Maximum width up to 20'0"wide. Maximum height up to Commercial Sheet Door 21'0"high. Limits of Use Installation Instructions Approved for use in HVHZ: No FL16905 R1 rI 32022 Install Series 203.Ddf Approved'for use outside HVHZ:Yes FL16905 R1 11 34009 Dwg 607-2-203 022114 odf Impact Resistant:No Verified By: Certified Testing Laboratories Design Pressure: +3S.0/-35.0 Created by Independent Third Party:'No Other: Evaluation Reports FL16905 R1 AE 34009 ER-14-0001 Mod 203.odf 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 l 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 addresslif 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: © F"Z I Credit Card— i j Safe j i i i I i I I i I . http://www.floridabuil iing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm... 6/7/2017 I � ASTA Dopy Corporation Installation Instructions 4C McEver Industrial Drive Acworth,aA30101 974-2 Models. 201 201 HD 202 202HD 204&205 Phone:(770}974-2600 ' 203, ASTA Door Co oration Fexa(770)974-ta55 USE ASTA DOOR CORPORATION PARTS ONLY-ALL OTHERS SHALL VOID WARRANTY Web Site:www.astadoor.com IMPORTANT REMARKS ALL ASTA PRODUCTS MUST BE WARNING INSTALLED BY A LICENSED,QUALIFIED PROFESSIONAL DOOR COMPANY TO QUALIFY FOR OUR WARRANTY.INSTALLATION • •••' 7 WITHOUT PROPER TOOLS AND KNOWLEDGE CAN RESULT IN PERSONAL INJURY.THIS PAMPHLET IS DESIGNED TO ASSIST A PROFESSIONAL IN THE INSTALLATION OF ASTA 200 SERIES COMMERCIAL SHEET DOORS.SAFETY IS FOREMOST. f'DqM stmtdor Matic under moving door.Keep door In full view and fm of obsttlwtl -vMb r o ad GperalRrug INSTALLATION SHOULD BE EXECUTED BY LICENSED,QUALIFIED r 2.Bo pot ddMdrea to operate the door or aotooatk operator. 3.Repais or jlritmems should be made by a 11'BYMd aelvlte person tWt1g proper tools and lMMrotli ue. DOOR PROFESSIONALS.INSPECT ALL OF THE SHIPPED PARTS 4.To avoid Injury,do not put fingers between door and gulden. AND ACCOUNT FOR EVERYTHING BEFORE COMMENCING ANY s.Read owner's manual for your door and operator for more hutormapon. WORK.FOR QUESTIONS AND TECHNICAL ASSISTANCE,CONTACT CAUTION:USE CORRECT LIFTING PROCEDURES AND EQUIPMENT DURING ASTA CUSTOMER SUPPORT AT p70)974-2600. A INSTAUArj9yQF.THIS PRODUCT TO AVOID INJURY OR DAMAGE. ti ``��� D� // l DIAGRAM 3 66 DIAGRAM 4 0 •• • ' q GEN NO. �` e:� to wrrraN tv WrrraN I CHAIN CLIP 2 * S 7*7� �{ ��zs +{ z tr 2-11r 1 STATE OF CONCRETE OR MASONRY �- a ,,• ST STANDARD R DU D STANDARD GUIDE l � 1 •.�� P.•e �•/ � srANOAw GUIDE •SEE NOTESTEPSPAOEd ~ / 3 // �' %O� • •••BR�d•T•' • `'1C� ,,� DIAGRAM 5 1 DIAGRAM 6 I 33-1 1® r To CURTAIN•' ell 59 � / -►� sva �t7 i+- DIAGRAM 2 � -�j atR• {� svr i •+� sTEELDRwooD CONCRETEMAA4100� MOUNTING HEAVY DUTY GLADE 'SEE NOTE STEP B PAGE 4 PLATE 8 . / 21 (OPTIONAL) DIAGRAM 7 DIAGRAM 8 i 20 •r I . f' S •�`MnMn. m b DOOR � 7,—c-uaTAw 40 OPENING su 4 T 3"T ADDIIONALBRAONG S7re •+Il+-S+IrMAYSEREQUIRED II•+- 7 •PROVIDEDBYOTHERS I STEELOF w00D CONCRETE OR MASONRY LIJ WWCY.00K GUIDE IAANOlO(.1C GUIDE PARTS LIST 1 VARIES TOP H ET 31 SUPP RTBRACKET RH 6 7 1 F E N L D 2 VARIES AXL PIPE 32 1 1 SUPPORT BRACKET LH 57 401 1 H N •-1 L DE I 3 VARIES 33 VARIESDOOR GUIDE 16GASTANDARD-LH 58 420104.1 8:1 POCKET WHEEL CHAIN HOIST ASSEMBLY. 4 VARIES SPRING-RH 34 VARIES DOOR GUIDE 166AST DARD•RH 59 1- I DRIVE SPROCKET,d1A72.9' NC UDED 5 2 0 1 SPRING CLAMP ASSEMBLY 35 V DOORG DE 1 EA 7KLH 42011 1 ROLLER CHAIN#41X3.2'NCLUDED 6 ARI S BOTTOM ANGLE 6 V I DOOR GUIDE 12GA HEAW TKRH 61 420107.1 MASTER LINK 041(INCLUDED) 7 VARIES BOTTOM RET INER 37 VARIES DOOR GUIDE 120A WINDLOCK-RH 62 7 1 LOCK WASH CLUDED 8 VARIES CORRUGATED STEEL SHEET 38 VARIES DOOR GUIDE,12GA WIND]OCK-LH 730106.1 HEX HEAD BOLT 3/8'-1 X 1-1/2' NCLUDE 9 260000-1 CURTAIN SIDE WEAR STRIP COMMERCIAL 39 4 1 MOUNTING PLATES 3/16'STANDARD-FAIR 64 7 1 1 FLAT WASHER,3/8'(INCLUDED) I 10 260004-1 BULB ASTRAGAL BOTTOM WEATHE EAL 10 31 Q11 P-1 I MOUNTING PLATES,1 4'HEAVY DUTY-PAJA 65 740103.1 HEX NUT 3/8'-16[INCLUDED) I 11 3101 1 AXLE CLAMP MODELS 202-202HD 3 204 ONLYt & 42�-1 HAND CHAIN RETAINER CUP(INCLUDED] I ' 12 310102-1 KEEPER PLATE STANDARD 2 HOLE 67 420299.1 HAND CHAIN OPEN LINK NCLUDED 13 420101-1 KEEPER PLATE,EXTENDED 4 HOLE 41 60 1-1 INSULATION DOUBLE FOIL 88 440007-1 OPE R KIT-NOTINSTAL 14 770301-1 U•B T 3/8'•11 42 2 4 1-1 MYLARTAP 2' 69 440001-1 SPROCKET 41A72-9' NCLUDE 1 15 7301 -1 HEX HEAD BOLT G 3/B'-24 X 3 2' 43 2-1 TOP DRAFT STOP 2-1/2'WIDE 7 7 1 WASHER, I L E I 16 740104-1 HEX NUT 3/8',24 44 850204-1 7/8'RETAINER FOR JAMB BRUSH SEAL 71 730106 1 HIX HEAD BOLT,3/8'-16 X 1-12' NCLUDE 17 740103-1 HDLNUT&W-16 45 11-1 2'JAMB BRUSH SEAL 72 750103-1 FLATWASH 8'(INCLUDED le 750T031 FLATWASHER 1 73 740103-1 HEX NUT3/8'-16 NCLUDED 19 750203-1 LOCK WASHER 3/8• MODELS 203 A 204 ONLY: FASTENER 20 280901-1 DOOR STOPUFT UP 46 2705 1-1 N LO UP MMERCIAL 21 2 104-1 SUDE BOLT CK 47 720101-1 POP RNET 3/16' MEL,JM13; 22 730301-1 TRUSS HEAD SLOTTED BOLT 1/4'•20 48 1 270502-1 1 WINDLOCK BACKER PLATE COMMERCIAL 23 740201-1 SELF LOCKING NUT 1/4'•20 1 74 730702-1 1 TEK SCREW,014 X 1'GU D 1 24 750101-1 FLAT W HER 1/4' �15% WOOD JAMBS: 25 7TO102-1 NUT,SM6'-1 49 4 0103-1 4:1 POCKET WHEEL CHAIN HOIST ASSEMBLY: 75 736403-1 WOOD LAGS t/d'x2'(GUIDE) 26 41010E-1 ROPE 1/4 50 420105-1 DRIVE SPROCKET.41Ad0.3' CLU D 76 730d02-1 WOOD LAG SCREW 3/6'z 2'(BRACKET) 27 42030D-1 D CHAIN CUP 51 4201 3-1 MASTER LNK A41 IWCLUDED 2 42 00 1 = 1 52 20 7-1 ROLLER CH N41 X 1.9(INCLUDED) MAS.QNHY_>JAM.B& 291 750104-1 1 FLATWA5HE 1-7/16' 1 53 26001 -1 NYLON ACE BLACK(INCLUDED) 77 760E 1 T N SCREW 1 1- 4• GUID NO CLIPS) 30 220303BB 12'DRUM SEM LY /BEAR G 54 5D20 - ASH R 8 NCLUDE 7B 76010E-1 SLEEVE ANCHOR 12'X2-1/4•GUIDEdBRAC 55 1 6- HEXHEAD BOLT 3!8'-1 1-12'BNCL DED i Q I A CAUTION;DO NOT REM-' TI-IP PLASTIC BANDS WHICH HOLDS THE DOOR IN A ROLL YOU WILL BE TOLD AT A LATERTIMEWHENTO REMOVE IT.NO GUARANTEE WILLBE GIVEN OR RESPONSIBILITY ACCEPTED BYTHE MANUFACTURER IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING. STEP#1 -PREPARATION B. INSTALL THE 4:1 POCKET WHEEL REDUCTION GEAR CHAIN HOIST (IF EQUIPPED)AS FOLLOWS: 1. INSTALL DRIVE SPROCKET(50)ON PREFERRED SIDE USING A. CHECK THE HEIGHT AND WI DTH OF THE DOOR OPENING. 3/8"X 1 1/2"HEX BOLT.(55)AND 3/8"LOCK WASHER(54). ` B. CHECK IF THE DOOR JAMBS ARE PLUMB. 2. REMOVE SPRING CUP ON DRIVE SIDE AND DISCARD. C. CHECK IF THE FLOOR AND HEADER ARE LEVEL SUDE 1"NYLON SPACER(W)ONTO DOOR AXLE. D. CHECK THE DIMENSION PANEL FOR SIDE ROOM 3 SUDE POCKET WHEEL ASSEMBLY(49)ONTO DOOR AXLEAND F. HEAD ROOM REQUIREMENTS.(SEE DIAGRAM 9) ALIGN SPROCKETS PARALLEL TO EACH OTHER.. CEIUNG DIAGRAM 9 4. TICONNNECTER I E CHAIN PROVIDED.AROUND BOTH SPROCKETS USING MASg _______ 5. AFTER DOOR TENSION HAS BEEN ADJUSTED(STEP 6). DOORMBLY) TIGHTEN SET SCREWS ON POCKET WHEEL ASSEMBLY.XIJ1DRIVE DOORSUPP RTO SPROCKET BRACKETS ASSEMBLY DRUM DRIVE ! 1 j I /-WHEEL SPROCKET DIAGRAM 11 " I-------------1 " (50) (30) (50) HEADER SET SEE SEESCREW Al OPENING A2 � HEIGHT WIDTH �- O; O CLEARANCE REQUIREMENTS DOOR .0. DRIVE 50 u 3 O o (HEADROOM) SHAFT NYLO CHAIN �' HEIGHT X Y Z SPACER O 49 • UP TO 8'-0 20" 9 1/2" 10"1/2 053) 551 lf-I ®• UP TO 10'-0 21" 10" 11" HAND UP TO 161-0 23• 11• l2° CHAIN(6� — POCKET WHEEL 31132 UP TO 20'-0 24" 12" 12" ASSEMBLY(49) C. INSTALL THE 8:1 POCKET WHEEL REDUCTION GEAR CHAIN DRIVE TYPE Al A2 HOIST OF EQUIPPED)AS FOLLOWS. PUSH-UP/ROPE 6" 6" 1. INSTALL DRIVE SPROCKET(59)ON PREFERRED SIDE USING 3/8'-16 X 1-1/2'HEX HEAD BOLTS(630/8'LOCK WASHERS(62),3/8' POCKET WHEEL REDUCTION GEAR 9" 6' FLAT WASHERS(64),8 3/8"-16 HEX NUTS(65)PROVIDED. ELECTRIC OPERATOR 9" 6" 2. DO NOT REMOVE THE SPRING CLAMP(5)OR FLAT WASHER(29) THAT HOLDS DOOR IN POSITION ON THE DOOR AXLE. NOTE 3. SUDE POCKET WHEEL ASSEMBLY(58)ONTO DOOR AXLE AND ALIGN • DOORS WITH HEAVY DUTY GUIDES,ADD 1"TO Al AND A2 DIMENSIONS. SPROCKETS PARALLEL TO EACH OTHER. j • ALL WINDLOCK DOORS,ADD 1"TO Al AND A2 DIMENSIONS. 4. CONNECT DRIVE CHAIN(60)AROUND BOTH SPROCKETS USING THE MASTER LINK PROVIDED.. STEP#2- INSTALL SUPPORT BRACKETS 5. AFTER DOOR TENSION HAS BEEN ADJUSTED(STEP 6),TIGHTEN SET A. MARK THE HORIZONTAL(Al&A2)OF THE SUPPORT BRACKETS DRIVE SCREWS ON POCKET WHEEL ASSEMBLY. )THE SPROCKET DRUM DRIVE VERTICAL DIMENSION OF THE SUPPORT BRACKET B. MARK ; (DIMENSION"Y")BY USING A TRANSIT OR WATER LEVEL. ASSEMBLY WHEEL SPROCKET DIAGRAM 12 THE DER MUST BE LEVEL. SE (30) (59) C. DRILL HOLES AND FASTEN THE BRACKETS WITH THE PROPER SCREW O e8 . WALL FASTENERS REQUIRED TO OBTAIN A SOLID MOUNTING.USE THROUGH BOLTS ON SOFT BLOCK OR BRICK. r- VERIFY THE MINIMUM HEADROOM REQUIREMENT,DIMENSION DOOR ° ® . DRIVE"X.'IF INSUFFICIENT,LOWER THE BRACKETS UNTIL"Z"IS SHAFTTTHIS WILL REDUCE TOBTAINED.IF THE THHE OPENING HEIGHT.THE GUIDE KET IS LOWERED BY MORE HEIGHT C�IN SHOULD ALSO BE REDUCED ACCORDINGLY.DQ S WITH HEAVY DUTY GUIDES,ADD 1"TO Al AND HAND ALL WINDLOCK DOORS ADD VTO Al AND A2 DIMF, S �I/� CHAIN- NOTE PROPER BRACKET LOCATION AND PROVI*?b (67) 31/32 •..• STEP#3-DRIVE INSTA EN INSTALL ELECTRIC OPERATOR KIT OF EQUIPPED)AS FOLLOWS. • INSTALL E.O....SPROCKET(69)TO THE END DRUM OF DOOR ON A. INSTALL ROPE(IF EQUIPPED)AS.FOLb 776 0 PREFERRED SIDE USING 3/8'X 1 1/2"HEX BOLT(71). 1. THREAD 1/4"ROPE THROUGH HOLE=R DjD IN'TTcWER OF 3/8"NUTS(73)AND 3/8"LOCK WASHER(70). a THE BOTTOM AN * Z SUDE FLAT ROUND WASHER DIAGRAM 13 b i a •(29)AND SPRING CLAMP flIA AM 0 r• V,f S ASSEMBLY(5)ONTO DOOR 5 O o ,� ••.• 0-Fill ,�� AXEL AND SECURE SET ° 29 I� •••..�.�.•• ,� SCREW WITH CLAMP AND 71 rr� `�� WASHER AGAINST BEARING 69 O ��•i• OF THE END DRUM. i I i I STEP#4-POSITIO4 DOOR ASSEMBLY F STEP #6-PRE-TENSION SPRINGS A. PLACE THE AXLE CLAMP(11)ONTO DOOR SUPPORT BRACKET. A. INSTALL CHAIN CLIP(66)APPROXIMATELY 4'0'ABOVE FLOOR LIFT THE DOOR ASSEMBLY UP ONTO THE SUPPORT BRACKET. ON CHAIN OPERATED DOORS.INSTALLATION MUST BE SECURE. (SEE DIAGRAM 14). B. APPLY PRE-TENSION TO THE SPRINGS BY ROTATING THE DOOR TWO(2)TURNS IN A FORWARD DIRECTION(SEE DIAGRAM 16). NOTE POSITION THE DOOR AS CLOSE TO THE HEADER AS THE BOTTOM ANGLE IS TO BE IN A 6 O'CLOCK POSITION. POSSIBLE.ALLOW ROOM TO SPIN THE DOOR.DO NOT ALLOW THE DOOR CURTAIN,TO SCRAPE THE HEADER. DIAGRAM 16 y DO NOT USE FORKLIFTS OR GENIE LIFTS WITH UNPROTECTED ARMS/FORKS.THIS CAN CAUSE IRREPARABLE DAMAGE TO DOOR CURTAIN. o � C. IC&OU'RE UNABLE TO ROTATE DOOR TO PRE-TENSION,USE A .*FEE WRENCH TO ROTATE AXLE IN OPPOSITE DIRECTION.WITH STAT ' ORRE PERSON ON EACH SIDE OF DOOR,EACH PERSON SHOULD Z E OF Q~ �tMLY PLACE A LARGE PIPE WRENCH ON THE DOOR AXLE 0 S .' EE DIAGRAM 17) PULL DOWN TO APPLY TENSION P !(� CREMENTALLY UNTIL YOU ACHIEVE TWO FULL ROTATIONS OF STEP#5-AXLE HARDWA •'••....•• '• �� ,%THE DOOR AXLE.THEN TIGHTEN THE AXLE HARDWARE. �jljtt REPEAT STEP C IF ADJUSTMENT IS NECESSARY. A. MANUAL PUSH-UP/ROPE DRIVE: NAL 1. PLACE THE AXLE CLAMP(11)ON HORIZONTAL ME LESS TENSION THE SUPPORT BRACKET(31,32)AND UNDER THE DOOR AA DIAGRAM 17 2. PLACE 3/8'U-BOLT(14)OVER DOOR AXLE AND THROUGH / AXLE CLAMP. 3. FASTEN U-BOLT USING 318"NUT(17),3/8"FLAT WASHER(1 B)AND 3/8'LOCK WASHER(19)---TIGHTEN SECURELY. (A) < (8) DIAGRAM 15 O kflF MORE TENSION DRIVE STEP#7-CUT THE BANDS 12 16 THE DOOR IS NOW UNDER TENSION.BEFORE CUTTING 15 O THE BANDS,TAKE HOLD OF THE DOOR ROLL BY THE o ® 14 BOTTOM ANGLE. NON-DRIVE 0 1 B 13 A. CUT THE BANDS AND BRING THE CURTAIN DOWN NO FURTHER SIDE c THAN 114 THE HEIGHT OF THE DOOR OPENING. 19 0 0 17 SECURE CHAIN OVER THE CHAIN RETAINER OR WEDGE A WOOD o ® PROP BETWEEN THE BOTTOM ANGLE AND THE DOOR ROLL TO PREVENT UPWARD TRAVEL. B. DRIVE SIDE FOR POCKET WHEEL REDUCTION DRIVE CHAIN HOIST AND E.0 KITS: STEP#8-INSTALL DOOR STOPS(LIFT CLIPS) 1. PLACE THE AXLE CLAMP(11)ONTO THE SUPPORT BRACKET AND SLIDE BOLT LOCKS (31,32)AND UNDER THE DOOR AXLE. A. INSTALL THE DOORSTOPS(20)AND THE SLIDE BOLT LOCKS(21) 2. PLACE AXLE CLAMP(11)AND STANDARD KEEPER USING 1/4"X 1 1/4'TRUSS HEAD BOLT(22),1/4"FLAT WASHERS(24), PLATE(12)ON TOP OF THE DOOR AXLE AS SHOWN. 5/16" NUT(25),AND 1/4'SELF LOCKING NUT(23)PER SIDE. 3. FASTEN AXLE CLAMPS AND STANDARD KEEPER PLATE B. ELECTRONICALLY OPERATED DOORS STILL REQUIRE TOGETHER USING 3/8"X 31/2"HEX BOLTS(15), DOOR STOPS(LIFT CUPS)TO BE INSTALLED. 3/8"LOCK WASHERS(19),3/8"FLAT WASHERS(18),AND 3/8" NUTS(FINE THREAD)(16)—TIGHTEN SECURELY. NOTE DIAGRAM 18 LNOTE REQUIRES A MINIMUM OF 40 LBS....TORQUE TO PROPERLY SECURE HARDWARE. WHEN INSTALLING (�` SLIDE BOLT LOCKS, C. NON-DRIVE SIDE FOR POCKET;WHEEL REDUCTION DRIVE THE THREADS � CHAIN HOIST AND EO KITS: FROM THE TRUSS 22 - �- Q24 21 HEAD BOLT p 1. PLACE AXLE CLAMP(11)ONTO THE SUPPORT BRACKET PROTRUDING FROM ®, (31,32)AND UNDER THE DOOR AXLE. THE SELF LOCKING o 25 2. PLACE 2 AXLE CLAMPS(11)AND EXTENDED KEEPER PLATE(13) NUT SHOULD BE Gl F ON TOP OF THE DOOR AXLE AS SHOWN. FLUSH POSITION 3.3. FASTEN AXLE CLAMPS USING 3/8"X 3 1/2'HEX BOLTS(15). WITH THE SELF LOCKING 20 3/8"NUTS(FINE THREAD)(1%13/8"FLAT WASHERS(18). NUT TO PREVENT DOOR 3/8"LOCK WASHERS(19)TO ATTACH EXTENDED KEEPER PLATE FROM HANGING UP ON THE 8 AS SHOWN.TIGHTEN SECURELY. HEAD STOPS.CLAMP A PAIR OF VICE GRIPS ONTO THE THREAD AND BREAK OFF,IF NECESSARY. i STEP#9-INSTALL DOOR GUIDES DIAGRAM 20 A. THE HEAD STOPS ON THE GUIDES SHOULD BE NO MORE THAN 1"HIGHER(TO BOTTOM OF STOPS)THAN THE DOOR HEADER.IF NOT,CUTTHE BOTTOM OF THE GUIDES TO MATCH YOUR OPENING HEIGHT AND RELOCATE SLIDE BOLT NOTCH O 0 0 AT BOTTOM OF GUIDE. O _ _ B. MODELS 201,201 HD,202,202HD;205:RAISE THE DOOR CURTAIN SO THE BOTTOM ANGLE IS APPROXIMATELY 3"BELOW THE HEADER.SLIDE THE GUIDE OVER THE DOOR CURTAIN AND MARK POSITION AGAINST THE DOOR OPENING ALLOWING 3/8" HERE CLEARANCE FROM EDGE OF CURTAIN TO INSIDE THE GUIDE. ROLL AROUND INSTALL THE TOP FASTENERS,LOWER AND INSTALL CURTAIN INTO GUIDES SLOWLY, DIAGRAM 19 HERE MAINTAINING PROPER CLEARANCE AND a l l# f/ STOP AT 6"ABOVE THE FLOOR.INSTALL `�� / / STEP#12-INSTALL JAMB BRUSH SEAL BOTTOM FASTENERS.CHECK IF THE % >w• D GUIDES ARE PLUMB USING A LEVEL. QN Q,� THE FASTENERS SHOULD BE LOCATED .••""• . -i' `E ( DIAGRAM 21 APPROXIMATELY EVERY24"STARTING ��'�EN •••' 6"FROM THE FINISHED FLOOR.INSTALL O i �• ��" BALANCE OF FASTENERS AND BEND = 2 r f THE LEAD-IN AT THE TOP OF THE GUIDE No. r ? IAMB s ri RETAINER TO A 45-DEGREE ANGLE. • *• * .� „w ,' „>, , ,,.'.. C.MODEL 203,204:USE THE SAME H�lADS a BRUSH PROCEDURE AS ABOVE ALLOWING ; T 1/4"CLEARANCE BETWEEN CURTAIN �0 • p. •� /L� DObR CURTAIN AND THE WINDLOCK SPUR.BE SURE �� '•.;OR •••• `� `�� WINDLOCKTHERE IS UFFICIENT CLEARANCE FOR CLIPS O ENTER THE GUIIDES.E ''/// Ss •••~•• ��,STANDA DMINUM RETAINER WITH MODELS 02N 02HD A DBRUSH COMES 004. D. FOR"WINDLOAD CERTIFIED DOORS"REFER TO SHOP � ��,B. SERT BRUSH INTO RETAINER.LINE UP RETAINERS ALONG DRAWING FOR FASTENER/ANCHOR TYPE AND FREQUENCY. # MB SO THAT BRUSH SEAL FILLS THE DOOR CORRUGATION E SPRAY SILICONE LUBRICANT IN GUIDES FOR EASE OF HEN DOOR IS IN'THE CLOSED POSITION.ATTACH RETAINER OPERATION. 8/ Z TO JAMB USING APPROPRIATE FASTENERS AT 6' FROM NOTE DOORS ORDERED FOR CONCRETE/MASONRY APPLICATIONS FLOOR AND HEADER AND 24"CENTERS MINIMUM. WILL INCLUDE 1/4"X 1-3/4"TAPCONS(77)FOR GUIDE SERVICE AND MAINTENANCE HINTS INSTALLATION.BLOCK CLIPS WELDED TO BACK OF GUIDE FOR CONCRETE/MASONRY APPLICATION ARE OPTIONAL ON THE FOLLOWING HINTS WOULD HELP YOU TO OBTAIN FREE OPERATICN. MODELS 201,201 HD,202,202HD AND 205.BLOCK CLIPS ARE STANDARD ON CONCRETE/MASONRY APPLICATION ON ALL 1.DOOR CURTAIN DRAGS IN GUIDES. MODELS 203 AND 204. A CHECK THAT DOOR SUPPORT BRACKETS ARE PLUMB. B. ADJUST LOCATION OF GUIDES FOR 3/8"-1/4"SIDE STEP#10- CHECK AND ADJUST BALANCE CLEARANCE,TOP AND BOTTOM. IF DOOR LOWERS EASILY AND RAISES HARD,MORE TENSION IS C. DOOR DRUM ASSEMBLY MAY BE SET TOO CLOSE OR TOO FAR FROM WALL.NOTE SLOTTED BRACKETS FOR REQUIRED.IF THE DOOR LOWERS HARD AND RAISES EASILY,LESS ADJUSTMENT. TENSION IS REQUIRED.(SEE DIAGRAM 17) D. CHECK GUIDES FOR FOREIGN MATTER SUCH AS DIRT,ETC. CAUTION FOR ALL DOOR DRIVES:BEFORE ADJUSTING THE E. CHECK FOR DAMAGED GUIDES. SPRINGS,PULL THE DOORS INTO THE UP POSITION. F, ADJUST LEAD-IN BEND AT TOP INSIDE OF GUIDES. SECURE THE DOOR BY THE FOLLOWING METHODS: 2.DOOR OPERATES HARD IN ONE DIRECTION 1.TIE A ROPE AROUND THE DOOR ROLL. A. CHECK ALL THE ABOVE POINTS. 2,PLACE A CLAMP AT THE TOP OF THE GUIDE CHANNEL TO S. RE-CHECK STEP NO.(10) SECURE THE CURTAIN IN THE GUIDES. 3.CHAIN JUMPS OFF CHAIN GEAR 1 WHEN THEAXLE CLAMPS ARE LOOSENED,THE SPRINGS A. CHAIN GUIDE COULD BE BENT OUT OF ALIGNMENT WITHI WILL BE VERY STRONG.YOU WILL NEED TWO PEOPLE TO CHAIN WHEEL. ADJUST THE DOOR TENSION SAFELY. B. CHECK FOR DEFECTS IN POCKET WHEEL OR CHAIN. 1. EACH PERSON SHOULD FIRMLY PLACE A LARGE PIPE C. ON ELECTRIC OPERATOR DOORS OR'POCKET WHEEL' WRENCH ON THE AXLE(SEE DIAGRAM(17).LOOSEN THE REDUCTION GEAR DOORS,CHECK FOR SPROCKET AXLE CLAMPS AND PULL DOWN FOR MORE TENSION AND ALIGNMENT AND PROPER CHAIN TENSION.ALSO CHECK UP FOR LESS TENSION.FOR POCKET WHEEL REDUCTION DRIVE DOORS,REMEMBER TO LOOSEN SET SCREWS THAT SET SCREWS ON POCKET WHEEL ASSEMBLY ARE PRIOR TO ADJUSTMENT AND RETIGHTEN SECURELY SECURELY FASTENED. AFTER ADJUSTMENT. 4.DOOR DOES NOT CONTACT FLOOR LEVEL 2. RETIGHTEN THE AXLE CLAMP HARDWARE. A. USE SPIRIT LEVEL TO CHECK WH ETHER DOOR OR FLOOR IS 3. REPEAT ABOVE STEPS IF FURTHER ADJUSTMENT IS OFF LEVEL.IF DOOR IS OUT OF LEVEL,PROCEED TO CHECK NECESSARY.BEGIN AT STEP 6B. THE FOLLOWING POINTS: B. CHECK IF"SUPPORT BRACKETS"AND GUIDES ARE LEVEL. STEP#11 -TOP DRAFT STOP C. IF"A"AND"B'CHECK OUT,ROLL DOOR ALL THE WAY UP AND DOWN,SEE IF CURTAIN ROLLS UP STRAIGHT ONTO DRUMS. A. TOP DRAFT STOP COMES STANDARD WITH MODELS 202, END OF DOOR SHOULD BE SQUARE.IF CONE SHAPED,GO TO 202HD AND 204 INSULATED DOORS, SEC.5. ALL OTHERS MODELS OPTIONAL 5.DOOR DOES NOT ROLL UP STRAIGHT A. CHECK ALL POINTS IN SEC.1. B. PULL DOOR DOWN AND LOCK.GO OUTSIDE AND MARK A S. AN ALTERNATIVE SOLUTION TO CORRECT THE CONING LINE ON THE DOOR CURTAIN AS SHOWN(SEE DIAGRAM 20) DOOR IS TO RAISE THE CURTAIN UP TO THE STOPS AND' C. RAISE DOOR 2'6"FROM FLOOR,OR UNTIL DETERMINE WHICH SIDE OF THE BOTTOM ANGLE TOUCHES MARK IS ACCESSIBLE PLACE TOP DRAFT STOP(43) THE STOPS FIRST. IN POSITION AS SHOWN AND SECURE WITH TEK C. SECURE HAND CHAIN,REMOVE GUIDES,LOWER CURTAIN SCREWS.STRETCH RUBBER SLIGHTLY AND SECURE DOWN TO FLOOR LEVEL.INSTALL A DRUM WEDGE ON SIDE OF OTHER END.LOCATE AND INSTALL THE REMAINDER THE DOOR FROM WHICH THE BOTTOM ANGLE TOUCHES FIRST, OF TEK SCREWS AT 12'O.C. D. PROCEED TO STEP 9 TO REINSTALL THE DOOR GUIDES., E. IF PROBLEM PERSISTS,CONSULT FACTORY. REVISION DATE:06-07.72 i Florida Building Code Online Page 1 of 3 I Aw File c® e I • BCIS Home I Log In i User Registration i Hot Topic i Submit Surcharge i Stats&Facts Publications i FBC Staff i BCIS Site Map i Links i Search i Florida ra 1 Product Approval USER:Public User LwYaw'ak�_ Product Aooroval Menu>Product or Aoolication Search>Application Detail :1 R FL# FL17031-R1 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Bennett Building Systems Address/Phone/Email 1660 Dixon Airline Rd Augusta,GA 30906 (877)830-7086 Ext7440 tanner.dant@bennettig.com Authorized Signature Tanner Dant tanner.dant@bennettig.com Technical Representative Chris Cable Address/Phone/Email 1660 Dixon Airline Rd Augusta,GA 30906 (706)945-8818 chris.cable@bennettig.com Quality Assurance Representative Address/Phone/Email i Category Structural Components Subcategory' Roof Deck i i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Wayne S.Moore,P.E. Evaluation Report Florida License PE 57170 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman,PE ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL17031 Rl COI Evaluation Report Roof Deck.pdf Referenced,Standard and Year(of Standard) Standard Year ASTM E 1592 2001 I I. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17031 RI Equiv Eauiv Letterl Revl.odf Sections from the Code • i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 6/7/2017 I Florida Building Code Online Page 2 of 3 r 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. i Documentati I on from approved Evaluation or Validation Entity OYes ONo ON/A ' ' I FL17031 R1 CDC Certificate of Comoliance TBA 15-0922 01' sianed.pdf I Product Approval Method Method 1 Option D _ Date Submitted 09/25/2015 Date Validated 09/25/2015 Date Pending FBC Approval Date Approved 09/28/2015 Summary of Products FL# Model,Number or Name Description 17031.1 AG Panel Low Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ:No FL17031 R1 II SK-9 AG Panel Roof Low.pdf Approved for use outside HVHZ:Yes Verified By: Wayne S. Moore,P.E. 57170 . Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +16/-16 Evaluation Reports Other:Attachment of the post shall be designed by a FL17031 RI AE Evaluation Report Roof Deck odf Florida Professional Engineer and approved by the local Created by Independent Third Party: Yes jurisdiction. 17031.2 AG Panel High Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ: No FL17031 RI II SK-10 AG Panel Roof High.ndf Approved for use outside HVHZ:Yes FL17031 R1 II SK-15 Tube.pdf Impact Resistant: No Verified By: Wayne S.Moore,P.E.57170 Design Pressure:+20.9/-18.9 Created by Independent Third Party:Yes Other:Attachment of the post shall be designed by a Evaluation Reports Florida Professional Engineer and approved by the local FL17031 R1 AE Evaluation Report Roof Deck.pdf jurisdiction. Created by Independent Third Party: Yes j 17031.3 AG Panel Metal Roof Limits of Use Installation Instructions Approved for use in HVHZ: No FL17031 RI II SK-4 AG Panel Roof-Rev.pdf Approved for use outside HVHZ:Yes Verified By: Wayne S.Moore,P.E. 57170 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:+17.5/-27.8 Evaluation Reports Other:Attachment of the post shall be designed by a FL17031 RI AE Evaluation Report Roof Deck(2)signed by Florida Professional Engineer and approved by the local wsm 070214.pdf jurisdiction. Created by Independent Third Party:,Yes 17031.4 Hat Channel Low Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ: No FL17031 R1 II SK-1 Hat Channel Roof Low.}Ldf Approved for use outside HVHZ:Yes Verified By: Wayne S. Moore, P.E. 57170 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+16/-16 Evaluation Reports Other:Attachment of the post shall be designed by a FL17031 RI AE Evaluation Report Roof Deck.odf Florida Professional Engineer and approved by the local Created by Independent Third Party: Yes jurisdiction. 17031.5 Hat Channel High Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ: No FL17031 R1 1I SK-2 Hat Channel Roof Hicah.odf Approved for use outside HVHZ:Yes Verified By: Wayne S. Moore,P.E.57170 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:+20.9/-18.9 Evaluation Reports Other:Attachment of the post shall be designed by a FL17031 R1 AE Evaluation Report Roof Deck.pdf Florida Professional Engineer and approved by the local Created by Independent Third Party:Yes jurisdiction. i Back Next I http://www.floridabuilding.org/pr/Pr�_app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 6/7/2017 N 'L I 36.00' COVERAGE ci BARD SIDE __ _w _ ❑UTB❑ARD,_SIDE ? 9.000 9.000 18.000 3A25 2.750 3.125` ``` 81tl{ll���C F z �04. _ su TAI; E CTYPJ (TYPJ (TYP.) I _ ,� l��...:•,MQO � a,� PROVE DN4 OU Ri �� PGENSF•.;P �i a --- - - ❑ .APP MENTS Ld07W ��, No k -%- y'Q o ❑ DISAPPROVES), ESUBMIT *-► •� - — (U AG PANEL PROFILEa�° 0 s��i�tnSOR1D,p'('��_��` n -- -- ROOF-HIGH WIND SPEED 5;,.����{{,..... z tea. N NOT TO SCALE GENERAL NOTES ONAL , o W 1. DESIGN WAS DONE IN ACCORDANCE WITH 1HE 2010 FLORIDA a Z „ # o' BUILDING CODE WITH 2O12 SUPPLEMENT AMENDMENTS. 61•p• o p, ti 2. DESIGN LOADS ARE AS FOLLOWS: a �p A) DEAD LOAD = 1.5 PSF o•. ^ B) LIVE LOAD = 12 PSF 11 0.1250 1.7500 3. HIGH ULTIMATE WIND SPEED 141 f0 170 MPH (NOMINAL T m 0.750' WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END � POST SPACING = 4.0 FEET. oAll _ y1.2900 A. RISK CATEGORY L �� o'g uu 1 S AP SIDE PT! ATj�}t_Q 5. WINU EXPOSURE CAI'CGORY B. [> A 3 � •��• 6. AVERAGE FASIENER SPACING ON-CENTERS ALONG RAFTERS OR 0( m o PURLINS, AND POSTS <INTERIOR OR END) = 6 INCHES. 7. FASTENERS CONSIST OF 1/4'-14x3/4' SELF-DRILLING SCREWS k' WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY ��, p� T FOR MEAN ROOF HEIGHT OF 20 FEET' OR LESS, AND ROOF SLOPES b ••- -----=-- 7k_ ❑F I 4' (3<I2 PITCH)--- � REQUIREMENTS FOR OTHER ROOF C SPACING 1 0 0 60 0, HEIGHTS AND/OR SLOPES MAY VARY. 0 1.7500 o J o TYPICAL-RM _ RLAP SIDE 29 GAGE Ul 0 A-I- 8 4 CALCULATED COIL WID1H: 43-13/16' R t = .020' F Q�3 AMERICAN TEST LAB NORTH THICKNESS RANGE: .015' -.020' W TOOLING STANDARD ASC SET WITH DATE 04/28/14 GRADE Of MATERIAL:— �80 KSl MIN Z U) = t3 44 r00L SPACE (22• CENTER LINE) REPORT NO. ATLNC 0414.01-14 — m 3' BORE AND 6.026' PITCII DIAMETER TOLERANCE STANDARDS FOR THICKEST METAL, fi f xACCUMULATION --- <+ OR -) 1/16 IN a s NOTE, DEPTH ------------ (+ OR—) 1/32 IN I5 I l RADIT ----------- (+ OR -) 1/32 IN 1. ALL INSIDE BEND RADII ARE 0.062' EXCEPT WHERE NOTED. ATL INSPECTOR ANGLES --=-- (+ OR -) 2 DEGREES 2. DIMENSIONS ARE BASED ON 0.020' MATERIAL. CAMBER ••-•--------- bF OR -) 1/8 IN IN 10 FT sxarla 3. ALL HEIGHT DIMENSIONS ARE TOP OF SHEET TO POSITIVE ROOF PRESSURE: 20.9 PSF SKI ---^-- ••---- (+ OR -) 1/8 IN 1N 10 FT SK_7 TOP OF SHEET. NEGATIVE ROOF PRESSURE: -18.9 PSF NET VARIATION DIVE VARIATIOONN- - <, OR -> 1/8 IN IN 10 FT a x FOR COMBINED DIMENSIONS Florida Building Code Online Page 1 of 3 s File Copy life r � . BCIS Home Log In j User Registration Hot Topics Submit surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links search Florida Product Approval USER:Public User 6P�unun�;c;rm - Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17021-RI Application Type Revision Code Version 2014 Application Status Approved I i Comments set to r-a per applicant's request 9/8/15-rb Archived ❑ Product Manufacturer Bennett Building Systems Address/Phone/Email 1660 Dixon Airline Rd Augusta,GA 30906 (877)830-7086 Ext7440 tannerdant@bennettig.com Authorized Signature Tanner Dant tanner.dant@bennettig.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email j Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ! Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Wayne S. Moore,P.E. the Evaluation Report Florida License PE-57170 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE © Validation Checklist-Hardcopy Received Certificate of Independence FL17021 RI COI Metal Reoort.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By i Sections from the Code i I Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHp QQe... 6/7/2017 Florida Building Code Online Page 2 of 3 I Date Submitted 09/01/2015 Date Validated 10/02/2015 Date Pending FBC Approval 10/02/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 17021.1 AG Panel Low Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ: No FL17021 R1 II SK-11.odf Approved for use outside HVHZ:Yes Verified By: Wayne S. Moore,P.E. 57170 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+16/-16 Evaluation Reports Other:Attachment of the post shall be designed by a FL17021 R1 AE Metal Reoort.pdf Florida Professional Engineer and approved by the local Created by Independent Third Party: Yes jurisdiction., 17021.2 AG Panel High Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ: No FL17021 R1 II SK-12.1)dF Approved-for use outside HVHZ:Yes Verified By:Wayne S. Moore,P.E.57170 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +21.2/-22.9 Evaluation Reports Other:Attachment of the post shall be designed by a FL17021 R1 AE Metal Report.odf Florida Professional Engineer and approved by the local Created by Independent Third Party:Yes jurisdiction: i 17021.3 B-Lap Low Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ: No FL17021 RI II SK-.13.odf Approved for use outside HVHZ:Yes Verified By: Wayne S.Moore,P.E.57170 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +16/-16 Evaluation Reports Other:Attachment of the post shall be designed by a FL17021 R1 AE Metal Reoort.odf Florida Professional Engineer and approved by the local Created by Independent Third Party: Yes jurisdiction. 17021.4 B-Lap High Wind Speed Limits of Use Installation Instructions Approved for use in HVHZ:No FL17021 R1 II SK-14.12df i Approved for use outside HVHZ:Yes FL17021 R1 II SK-15 Tube.odf Impact Resistant:No Verified By: Wayne S. Moore,P.E.57170 Design Pressure:+21.2/-22.2 Created by Independent Third Party: Yes Other:Attachment of the post shall be designed by a Evaluation Reports Florida Professional Engineer and approved by the local FL17021 R1 AE Metal Report.pdf jurisdiction. Created by Independent Third Party: Yes 17021.5 Dutch Lap Metal Wall Panel i Limits of Use Installation Instructions Approved for use in HVHZ:No FL17021 R1 II SK-2.odf Approved for use outside HVHZ:Yes Verified By: Wayne S.Moore,P.E.57170 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:+30.4/-33.0 Evaluation Reports Other:Attachment of the post shall be designed by a FL17021 R1 AE Timber Reoort.odf Florida Professional Engineer and approved by the local Created by Independent Third Party: Yes jurisdiction. 17021.E Hat Channel High Wind Speed j Limits of Use Installation Instructions Approved for use in HVHZ: No FL17021 R1 II SK-4.odf Approved for use outside HVHZ:Yes Verified By: Wayne S. Moore,P.E. 57170 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +20.9/-18.9 Evaluation Reports Other:Attachment of the post shall be designed by a FL17021 R1 AE Metal Reoort.pdf Florida Professional Engineer and approved by the local Created by Independent Third Party: Yes jurisdiction. Back tVext � i I 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 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 6/7/2017 s, � 36.00'COVERAGE INB❑ARD—SIDE — - OUTBOARD SIDE( ci 9.000 9.000 18.000 Z N N H Jam- -- w 3.125 2.750 3.125 i U)0 { i �r(TYP.)^ (TYPJ~(TYP.) k I W Z i ap N 0 Z 1 2 W W -• AG PANEL PROFILE ®z s W W WALL -HIGH WIND SPEED a °s PE ti s N GENERAL NOTES °W I. DESIGN WAS DONE IN ACCORDANCE WITH THE 2014 FLORIDA z w BUI DING CODE 5TH Ell TI N. ` u 61'0' ��• LO 2. DESIGN LOADS ARE AS FOLLOWS: _ ro A> DEAD LOAD = 1.5 PSF Ly B) LIVE LOAD = 12 PSF o a 0 0 3, HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL 0.1250 7500 WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END N I 1. �I �D.750'� r- o POST SPACING = 4.0 FEET.1.2900 4. RISK CATEGORY I. Ag 0o- . T �ybg tun)) TYPICAL 5. WIND EXPOSURE CATEGORY B. ' a a V5 UNDERLAP SIDE ICAL MINOR X-8 a= 6. AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES. W z � brV c9� o ��• 7. FASTENERS CONSIST OF 1/4'-14x3/4' SELF-DRILLING SCREWS z EE WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY O FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES - - OF 14' (3:12 PITCH) SPACING REQUIREMENTS FOR OTHER ROOF bsi" 0 60'0' HEIGHTS AND/OR SLOPES MAY VARY. o �• in � n - o N o 0 0 0 �� w 8 c 1.7500 sggps!°! G J o o L- -I aaaa ICiE 4100"1" J-1 ¢ w Y TYPICAL RIB X-3 OVERLAP SIDE �.•�P.;��E"s�.;��- co) N 57 29 GAGE LL,F a 3 CALCULATED COIL WIDTH: 43-13/16' 2 t = .020' THICKNESS RANGE: .015' -.020' W Z = STATE OF ; GRADE OF MATERIAL: 80 KSI MIN =�' ¢ = a p1 TOOLING STANDARD ASC SET WITH �O; •4(- 10 44' TOOL SPACE (22' CENTER LINE) °��� <OgIQQ' �_��, TOLERANCE STANDARDS FOR THICKEST METAL: m v W� 3' BORE AND 6.026' PITCH DIAMETER ° S '••....•• C?a N �4 °tOa°S OAIA�r����aaa •ACCUMULATION --- (+ OR -) 1/16 IN a NQ i NOTE: DEPTH ---- --- <+ OR -> 1/32 IN F� 1. ALL INSIDE BEND RADII ARE 0.062' EXCEPT WHERE NOTED. RADII. -- - (+ OR -) IN ANGLES -= --_ -- (+ 0R -> 2 2 D DEGREES 2. DIMENSIONS ARE BASED ON 0.020' MATERIAL. CAMBER -- ------- (+ OR -) 1/8 IN IN 10 FT SWEET Nm 3, ALL HEIGHT DIMENSIONS ARE TOP OF SHEET TO POSITIVE WALL P7RESSURE: 21.2 PSF SKI ------------- (+ OR -) 1/8 Icu N IN 10 FT SK�1 A Pi TOP ❑F SHEET. SUCTION WALL ME -22.9 PSF x ET VARIATION FOR(COMBINEDI/DIMENSIONS FT a7 !. _ Florida Building Code O i�� � Online O ge 1 of 4 ;.f I BCIS Home j Log In User Registration Hot Topics I Submit Surcharge •Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval j �{ f USER:Public User dktt'x4xa6':,-ion Product Aoproval'Menu>Product or Application Search>Application List>Application Detall FL# FL993-R14 Application Type Revision Code Version 2014 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 El Product Manufacturer Kinro,Inc Address/Phone/Email 2703 College Ave. Goshen,IN 46528 (574)535-1125 rmanthey@lcil.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung I i Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Ryan J.King, P.E. CA Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By i I I Product Approval Method Method 1 Option A Date Submitted 05/01/2017 Date Validated 05/08/2017 Date Pending FBC Approval Date Approved 05/10/2017 i I http://www.floridabuildi g.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt9b2DeMSK%2... 6/7/2017 Florida Building Code Online Page 3 If 4 P FL993 R14 AE Eva]993.5.pdf Created by Independent Third Party:Yes 993.6 f. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8" Annealed Insulated Glass with Aluminum Nail Fin-(Nominal) Overall Frame Size Max.48 x 72) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R14 C CAC FL993 R11 C CAC 993.6 AAMA Approved for use outside HVHZ:Yes CERT.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +25.0/-25.0 05/20/2019 Other:See INST 993.6 for installation instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.6.odf Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R14 AE Eval993.6.odf Created by Independent Third Party:Yes 993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 5/32"Annealed Monolithic Glass with Nail Fin-(Nominal Overall Frame Size Max.30 x 60) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R14 C CAC FL993 R11 C CAC 993.7 AAMA Approved,for use outside HVHZ:Yes CERT.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +40.0/-50.0 10/19/2021 Other:See INST 993.7 for installation instructions. (Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.7.pdf Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R14 AE Eval993.7.odf Created by Independent Third Party:Yes 993.8 h. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 1/8"Annealed Monolithic Glass with Nail Fin-(Nominal Overall Frame Size Max.30 x 60) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R14 C CAC FL993 R11 C CAC 993.8 AAMA Approved for use outside HVHZ:Yes CERT.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+40.0/-40.0 10/19/2021 Other:See INST 993.8 for installation instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R14 II Inst 993.8.odf Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R14 AE Eva]993.8.odf Created by Independent Third Party: Yes 993.9 i. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 3/32"Annealed Monolithic Glass with Nail Fin-(Nominal Overall Frame Size Max.40 x 63) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R14 C CAC FL993 R11 C CAC 993.9 AAMA Approved for use outside HVHZ:Yes CERT.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +25.0/-25.0 03/23/2021 Other:See INST 993.9 for installation instructions.(Note- Installation Instructions Glazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.9.odf Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL993 R14 AE Eval993.9.odf Created by Independent Third Party:Yes ; 993.10 I j.9730 SH with Transom Extruded PVC Single Hung Tilt Window with Integral Mulled Transom"Non-Impact" 1/8"Annealed Insulated Glass with Nail Fin(Overall Frame Size Max.46.25"x 84.0) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL993 R14 C CAC 993.10 AAMA Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/23/2022 Design Pressure: N/A Installation Instructions Other:See INST 993.10 for installation instructions.(Note FL993 R14 II INST 993.10.odf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports http://www.floriciabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt9b2DeMSK%2... 6/7/2017 'a V+ N 31.75'MAX.OVERALL RN WIDTH V: 3501 OR 6 EAST 30.00'MAX.OVERALL FRAME WIDTH NL j i ELKHART, IN 46514 u) ------------- ''�///ll*�l1 ` z Om o U N..Z I o tl *z°� SERIES 18000—R VS — ---- -- _ ° ° - — // I S L m 5 m C W I \�V a m o a. ALUMINUM VERTICAL Vn E oz SLIDING WINDOW JTa I � I • � I I w/ NAILING FIN AI _ , o Nz 3 "NON-IMPACT' GENERAL NOTES I I N qy 0 I I wr 1. This product anchoring drawing has been developed in compliance with the 5th Edition (2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone'.See the Certification Agency Certificate for saes,specifications and ratings. ~ o � a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. I V I 0 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012.All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths,edge distances and center-center distances shall be as I � I N m 3 specified by the fastener manufacturer but in no instance shall they be less than shown in this I / I w o " drawing. I I z o Ln oho 5. Where shims are used,they must be a'Yigid/stiff'material that complies with the o a requirements of the FBC. a(n E ti 0 6. Positive and negative design pressure requirements for use with this drawing shall be ^N^ m ` determined by others for specific jobs in accordance with the governing code. Q N n N Q f J 8 7. Site conditions not covered by this drawing are subject to further engineering analysis. N a u`• �'IN•-Z U o TABLE OFCONTENTS —02/10/12 z SHEETA DESCRIPTION OVERALL OVER,4LL DESIGNPRES_S ORE{PSG scar N.T.S. n a I Typical elevation,design pressures&general notesFRAME MG.BY: JK 2 Horizontal&vertical cross sections&bill of materials ...DIMENSION--- DIMENSION POSITIVE= 'NEGATIVE s m CHK BY. LFS 3 3 Horizontal&vertical cross sections and glaring detail 0 DrurnNG No.:31.75'x 61.62" 30.00"x 60.00' +4Q,Q -e{Q.Q N x 4 Buck&frame anchoring FL-993.8 0 5 N SHEEP � OF 4 V R:\Clients\Kinro PERMANENT\Florida Product Approvals\FL-993\Drawings\Current\FL-993.dwg.2.8 I Ep 'a .. d° C$^\ N N o i Go A z �\ s a ,nmmp n m41 N� �100 A OLD 6 y �c N T41: x ao 4 n PC Gar. nrnp$ v yZ I n A A A y N n 70 � w m �n �n�nn Oe zOznz �rtA.�tt ZA O Z mmm0m a O-Mo m M m Z a 2 p �n O� �z m �0 H y C O K z �Z n V y N O G S OMm nrMi O n • a.. v rm—rm- M OO 70 ° n m I a" o 0 I A O �a p� N N n n 0 T ° ° 0 ° a n o z 1-1/4'MIN. 1-1/4"MIN. EMB.TYP. EMB.TYP. I i L i No.43409 Y. i n $ PRODUCT: Document.Pnponsd Lyndon F. Schmidt i��, •••'• ���'' �`���� Ir'1 0 N VERTICAL SLIDING WINDOW P.E. No. 43409 N too z 3 2 23 15 UPDATE TO 5TH ED. 2014 FBC JK ��1/1111ItUtt o 2 11 7 12 REVISE DRAWING JK PART OR ASSEMBLY: GD /�BUILDING CONSULTANTS, INC. m ti in I 4 26 I2 REVISE CO ADDRESS RW HORIZONTAL & VERTICAL CROSS JLVY P.O. Box 230, Vclrico, FL 33595 N NO DATE BY Phone No.: 813.659.9197 REVISIONS SECTIONS & BILL OF MATERIALS FSPE CA No. 9813 2D12 R.W.GUILOINU CONSULTANTS Inc. IL•\Okllts\gnro PERMANENT\Rw1da Pmdud Approvals\FL-993%Pma p\Cumnt\FL-993.dwg,3.8 I i T I II a w a I o I � 4 Cw � O t S O 00 O n 0 I0 I n o i 0 � � C � V7 D Z r Z N � r C n O D Z Z m n • o m e 0 Z I i p ' O T F I I I w At n a C) o � m > o 0 z � o I ��Illulu,,q, No.43409 Q I R PRODUCT: Doeumonfi Pmporod 8y:%' ••',•.•.. 9A.: Lndon a N VERTICAL SLIDING WINDOW PYE. No.'434G8 Idt � m Z [NO 2 2J 15 UPDATE TO 5TH ED. 2014 FBC JK ��111111111F\•\�\ to y O 11 7 12 REVISE ORAMNG JK PART OR ASSEMBLY: GD BUILDING CONSULTANTS, INC. I;' vl 4 26 12 REVISE CO ADDRESS HORIZONTAL'& VERTICAL CROSS vv P'O. eoz 23G, Valrteo, FL 33595 N DATE SECTIONS AND GLAZING DETAIL Phone No.: 813.659.9197 REVISIONS FT3PECA No. 9813 ®201 2 R.W.9llILalNa COHO ULTANTe INa. � N.- . ti 3.S MAX. 3.5 MAX \\\\\ * O.C. 'I O.C.(iYP.) =.\,C •• Q�'' m N: . In14 �'yj q•�{ �• d'm, FRAME %/ ' , : �+ eTyp. TYP. D TYP. F !r ����i�� 1 � o n m Z U N•; - — -- - - 2X BUCK a z d 2X BUCK B u g g a oc a FRAME • cZ -- r 3W ^ ' o Li lwCl � � 3 MASONRY MASONRY "O , UO z w OPENING OPENING co N 3 U W ]C� m U y K • , aI j>L BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING "o 2X BUCK Z, 2X STUD 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHfTECT q OF RECORD BASED ON WIND LOADS $ d AND THE CLADDING BEING USED. y In dCONCRETE ANCHOR NOTES: W i Cr in 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Rnr edge distance to mortar joints. o cai s 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to h N maintain the min.edge distance to mortar joints,additional concrete anchors y may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: n N^ • n m w n f N :::•.:..:..,I :GC.,iift/kNC.....MfN:•C4�....:NG.�: N a ;;ATI.CNOK: A.NCH[bR.::'. SM(N:::;i;`: :;?;;':..::.::.::::.,.:.:,.........:::: :;:::......,..,...,:.;:.;....:.;.:.::::;: C,�o Emm.MEN. iQ MASONRY TO ADJAC-ENL...:... N o ::.::...TYP1~ $I�: . ....... EDGE........ .....9NGHC3R:a.: ? n N N Z o IT1N DAM-02110112 c TAPCON® 1/4" 1-1/4" 2" 4" SME N.T.S. ELCO JK 01 ULTRACON eY: ® 1/4". 1-1/4" 1" 4" • LFS i WOOD SCREW INSTALLATION NOTES: DPAWIxc NO.' " n 1. Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-993.8 0 wood screws to prevent the splitting of wood. " sxcer 4 OF 4 p o — i orida Building Code Online Page 1 of 5 File Copy = BCIS Home i Log In User Registration Hot Topics submit Surcharge Slats&Facts Publications FBC Staff BCIS Site Map Links Search 1 Florida 111141 �� �� IProductApproval ti. USER:Public User �V'ilftY.q Nf.%:'N product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail � FL# FL17996 Application Type New I Code Version 2014 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 Elixir Door and Metal Company Address/Phone/Email 1215 Pope Drive Douglas,GA 31533 (912)493-2215 ryarberry@elixirdmc.com Authorized Signature Randall Yarberry ryarberry@elixirdmc.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood,FL 32752 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association 1, Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A I I Date Submitted 08/26/2015 Date Validated 09/01/2015 i Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2b... 6/7/2017 lorida Building Code Orjline Page 2 of 5 I ' Date Approve! 09/07/2015 ! I Summary of Products Go to Page Pagel/2 i FL# Model,Number or Name Description 17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S. Door w/Vertical Slider Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RO C CAC EXR 202-20S Vertical Slider ASTM Approved for use outside HVHZ:Yes E330 Dlus5.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+30/-30 12/03/2018 Other: Installation Instructions FL17996 RO II ELIX0034 Rev A Series 202 20S SS.Ddf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RO AE PER 1642 Rev3 415-0705 ss.odf Created by Independent Third Party: Yes 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/Cottage Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RO C CAC EXR 230 W9 Cottage ASTM E330 Approved for use outside HVHZ:Yes nlus5.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+30/-30 12/03/2018 Other: Installation Instructions FL17996 RO II ELIX0033 Rev A Series 230 W9 SS.Ddf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RO AE PER 1642 Rev3 415-0705 ss.odf Created by Independent Third Party:Yes 17996.3 Series 402-14 Vinyl Steel Out-Swinging Regular Door- 14"x14"Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 RO C CAC EXR 402-14 E330 Dlus5.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other: FL17996 RO II ELIX0050 REV-A OS MODEL 402-14 ss.Ddf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17996 RO AE PER 1951 Revla 415-0705 ss.Ddf Created by Independent Third Party:Yes I 17996.4 Series 402-20S Vinyl Steel Out-swinging Regular Door-20"slider window j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RO C CAC EXR 402-205 E330 olusS.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 RO II ELIX0051 REV-A OS MODEL 402- 20S ss.Ddf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RO AE PER 1951 Revla 415-0705 ss Ddf Created by Independent Third Party:Yes 17996.5 Series 407 Vinyl Steel Out-swinging Regular Door-Blank(no window)! Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL17996 RO C CAC EXR 407 E330 DIus5.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2020 Design Pressure:+40/-45 Installation Instructions Other: FL17996 RO II ELIX0052 REV-A OS MODEL 407 ss.Ddf Verified By: Robert J.Amoruso, PE FL PE No.49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RO AE PER 1951 Revla 415-0705 ss.odf Created by Independent Third Party: Yes 17996.6 I Series 430 W9 Vinyl Steel Out-swinging Regular Door-9-Lite Window(1'8" x 3'0") I http://www.floridabuild k ing.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2D/o2b... 6/7/2017 ,y, w _.Y rc ELIXIR DOOR & METAL CO. Ifl-IsC) a MODEL 407 NON—IMPACT OUTSWING o E VINYL LAMINATED STEEL DOOR INSTALLATION ANCHORAGE DRAWING W a 0 a GENERAL NOTES: INSTALLATION NOTES: O 04----— N 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED S.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE u) TO COMPLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. WALL FINISHES,INCLUDING BUT NOT LIMITED TO rn O w0 FLORIDA BUILDING CODE(FBC)EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO,FOAM,BRICK VENEER AND SIDING. c`r g J VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE 2.THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN PRESSURE(S)STATED HEREIN. PRODUCT HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6.INSTALLATION ANCHORS SHALL BE INSTALLED IN z w 11 o w SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S m �p~O c o w 1a.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6..FRAME MATERIAL:ALUMINUM ALLOY 6063-T6 INSTALLATION INSTRUCTIONS AND ANCHORS SHALL CQ p Z o UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATERIAL.09 MIL VINYL LAMINATED 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W 0 SO LABORATORIES,INC.#44278 AND ASSOCIATED GALVANIZED STEEL.015'SKIN W/URETHANE FOAM CORE. WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE W co p-j Zp Uj LABORATORY STAMPED DRAWINGS. SHIM SIZE OF 114 INCH.SHIM WHERE SPACE OF 1/16 INCH "ANCHOR SCHEDULE"THIS SHEET. A 4 Fww-g F Z Q 7.DESIGNATIONS"X'STAND FOR THE FOLLOWING: OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED n-i J 2.ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING X:OPERABLE PANEL - OF HIGH DENSITY PLASTIC OR BETTER. 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING 0:FIXED PANEL MUST BE MADE OF CORROSION RESISTANT MATERIAL W go p R.B] I w to o SYSTEM CAPABLE OF WITHSTANDING AND 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. 00 C7 Z Q Z TRANSFERRING APPLIED PRODUCT LOADS TO THE 8.HARDWARE: 14GA.MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN 124 O Z g.gg& FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A. HALF HINGES:(4)6063-T6 EXTRUDED ALUMINUM 'ANCHOR SCHEDULE"THIS SHEET. O U2 Z Z Ib OR ARCHITECT OF RECORD. B. LATCH LOCK:KEYED r g Q F a C. DEAD BOLT:SINGLE CYLINDER O '' p J � 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ^ O J>- w ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 9.SEE SHEETI FOR DESIGN PRESSURE CHART. Q A L?w STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE p Cw� 1 ¢p RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8 S`gggg•� 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 1-1 0 38 m GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS & FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE W INSTALLATION TO DEVIATE FROM THE REQUIREMENTS F >; J DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ANCHORSCHEDULE DOORFRAME MANUFACTURER' EMBEDMENT EDGE ANCHORCAPACITIES DESIGN PRESSURE RATING(PSF) IMPACT RATING SUBSTRATE TYPE SIZE ANDIOR DISTANCE TYPE SPECIFICATION (IN)(11 (IN)(1)(2) BASED ON WHERE WATER INFILTRATION WHERE WATER INFILTRATION MIN.3 .40.o I�5.0 ASNE 8186.4 MIN. KSI YIELD REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE SHEET METAL/STEEL THREADS Robert J.Amoruso,P.E. . TUBING 14 GA FIN(Z-BAR) PAN HEAD N0.8 PAST INSIDE 3/8' FL P.E.No.49752 MIN. (TAPP IN G SC REW) STRN EGTH "UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG SURFACE OF •�meQ:;Eea tioq,,, TH ICKN ESS SUBSTRATE qk p 9151 TABLE OF CONTENT ANSI 818.6.1 wl� _ (WOOD SCREW) MOD WTH AMINIMUM o•:.'sr.'e SHEET DESCRIPTION 2X WOOD FIN(Z-BAR) PAN HEAD NO.8 OR 1" 112" SPECIFIC GRAVITY OF ''Ss......E�o` 1 GENERAL AND INSTALLATION NOTES FRAMING ASME B18.6.4 0.42. (TAPPING$CREW) Ao Digitally stgr ed by Roberti 2 ELEVATION, ANCHORING LAYOUT moruso .- NOTES: DN:cn=Robert7.Amoruso,o,'= 3 VERTICAL CROSS SECTIONS 1)FOR WOOD OR TA PRNG SCREWS IF SPLITTING IS A CONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45). ou=PTC Product Design Group, — — 4--- - HORIZONTAL-CROSS-SECTIONS 2)EDGE DISTANCE MEASURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE email=r0bert@ptc-co1p.com,c=US Date:2015.0&05 09.49:56-04'00' rc N c —"4444 a 0 35 11/16"MAX.O.A, I E FRAME WIDTH v w 34 3/4"MAX, E DOOR PANEL o N 8 WIDTH 10"MAX. F O.C,(TYP.) 4 3'MAX.(i YP. (+—3"MAX.(TYP.) - --— —. -- — B D I Q 3 3 H O i C N c TT— U o I 4 4"MAX.(TYP.)J F aN..X o 4 z C NCa G LOCK ASSEMBLY(REGULAR DRIVE-IN) 10'MAXm �O6O79 374" 78 3/4" X 4 IS LOCATED APPROX.38"ABOVE O.C.(TYP.)MAX.O.A. MAX. O E BOTTOM OF DOOR LEAF AND THE DEAD p MC!' UFRAME DOOR 4 BOLT ASSEMBLY APPROX.42"ABOVE X ~w = HEIGHT PANEL BOTTOM OF DOOR LEAF.SEE STRIKE O A T�j a ?m~ z HEIGHT DETAILS THIS SHEET a 42" �O rA Z r o 1 38" 34"MAX. Q..i4 LL O Z z 2 TYP. Q CO z—Q ( 1 ) 4'MAX.(TVP.) O of 0 g z �+� _L ,..,ca o 0 Q o >z HALF HINGES W/ Lu #8 X 3/4"SCREWS SILL ANCHOR SPACING Q 0,w , g A C (TYP.) SAME AS HEAD SPACING 3 3 ANCHOR LAYOUT xg � ELEVATION ExTERIOR vlEw W EXTERIOR VIEW ANCHORING NOTES: 1 ( I 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. Robert J.Amoruso,P.E. ANCHOR SPACING VARIES,BUT NOT TO EXCEED #8 TAPPING SCREW. FL P.E.No.49752 #8 x 2 1/2"WOOD i I SCREW MUST BE OF 10"MAXIMUM O.C. SCREW SUFFICIENT LENGTH TO Digitally signed #8 x 1/2 PENETRATE(3)THREADS 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL ,',i by RobertJ. SCREWS MINIMUM BEYOND STEEL IS 7.ANCHOR SPACING VARIES,BUT NOT TO wJ Amoruso TUBE. EXCEED 10" DN:cn= MAXIMUM O.C. +Piy?!!!Ss+i`w I ,omE �EhgF aye= Robert J. _ sz `.o-Amoruso,0, 'ou=PTC Product ENTRY DOOR ENTRY DOOR Design Group, STRIKE DETAIL STRIKE DETAIL '' e° email=i6bert@p •,,,SfONAIE„J" \VOOD FRAME SUBSTRATE STEEL TUBING SUBSTRATE C-corp.Com,c=U, --- --------— Date:2015.08.05 — --- -- — — —------- 09:50-06-04'00' a 1"MIN.EMBEDMENT #8 WOOD SCREW � INSTALLATION ANCHOR -1 3 2X WOOD FRAM)rLNTER10i LO m 0 (BY OTHER THREE(3)THREAD o 0 112"MIN. MIN.PENETRATION #8 TAPPING SCREW ui o SEALANT TAPE TO BACKEDGE DIST. INSTALLATION ANCHOR SIDE OF MOUNTING FIN G SEALANT TAPE TO BACK 3/8"MIN. SIDE OF MOUNTING FIN EDGE DIST. 0 a — _ -- 1/4"MAXSHIMEXTERIOR 14 GA.MIN.SQUARE O----- - - - STEEL-TUBING(BY OTHERS) rn o0 W N X O a U N z W M Z_ O OR 3a w EXTERIOR INTERIOR [� en �O�a W L Doo �I o U � ouj W H q Q~cn 6~ Z Q B VERTICAL SECTION 6 wo aovNi WOOD FRAME SUBSTRATE D VERTICAL SECTION a w W o STEEL TUBING SUBSTRATE 00 Zoo= 0 Zia C\2 c -t g� � 3 Q O J>-W A WZ> O> o O WF EXTERIOR INTERIOR EXTERIOR INTERIOR 14 GA.MIN.SQUARE 1/4'MAX SHIM STEEL TUBING(BY OTHERS) I 1 Robert J.Amoroso,P.E. SEALANT TAPE TO BACK FL P.E.No.49752 SIDE OF MOUNTING FIN 1/2"MIN. EDGE DIST. 3I8°MIN. �.� ,Digitally signed 2X WOOD FRAME SEALANT TAPE TO BACK EDGE DIST. by RobertJ. (BY OTHERS) SIDE OF MOUNTING FIN "yuEs"'•"„ Amaruso i,....... ..... DN:cn=Robert J. #8 TAPPING SCREW o'` `'''° 1"MIN.EMBEDMENT #8 WOOD SCREW THREE(3)THREAD INSTALLATION ANCHOR g•T"� •�`.Amoroso,o, INSTALLATION ANCHOR MIN.PENETRATION t('(J1 N'���.��-ousign Product iok s"E°' '.'c; .Design Group, "`FSsiNrii>N' email=robert@pt A VERTICAL SECTION �orp.com-i=u WOOD FRAME SUBSTRATE C VERTICAL VE SECTION Date:2015.08.05 -- —-- STEEL TUBING SUBSTRATE 09:50:18-04'00' \ Q K n 3 JU 0 1/4"MAX SHIM 1/4"MAX SHIM o 0 1/2"MIN.EDGE DIST. 1/2"MIN.EDGE DIST. w 2X WOOD FRAME 2X WOOD FRAME n (BY OTHERS) (BY OTHERS) o Q � a #8 WOOD SCREW — #8 WOOD SCREW INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR < #8 X 314"SMS — r- � 1"MIN, O �` °' O (� EMBEDMENT a N e x a 1'MIN. �\ z o W.. EMBEDMENT ��1 m N� R o w W 0 70Zpo SEALANT TAPE TO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK w co O J P SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN �w O � A Cs7 UQ�� ~ z Q y a VCJ O r4 boo. li a OZO HORIZONTAL SECTION O �J HORIZONTAL SECTION F WOOD FRAME SUBSTRATE p C12 0 E WOOD FRAME SUBSTRATE Q o w A o>> O tSc�& 0 H m om i 14 GA-MIN.SQUARE 14 GA.MIN.SQUARE STEEL TUBING(BY STEEL TUBING(BY W c 3/8"MIN-EDGE DIST. OTHERS) OTHERS) kTHREE N.EDGE DIST. #8 TAPPING SCREW INTERIOR INTERIOR #8 TAPPING SCREW INSTALLATION ANCHOR #8 X 3/4"SMSINSTALLATION ANCHOR THREE(3)THREAD - ( ) MIN.PENETRATION 3 THREAD PENETRATION Robert J.Amoruso,P.E. SEALANT TAPE TO BACK EXTERIOR EXTERIOR FL P.E.No.49752 SIDE OF MOUNTING FIN ANT TAPE TO BACK o�Pt``ESs4;o9, SIDE OF MOUNTING FIN ��µl x g sA :o0 9o: STA E OF �9 O A,O"2: a�ONAIE�O�``` HORIZONTAL SECTION HORIZONTAL SECTION H STEEL TUBING SUBSTRATE Digitally signed by RobertJ. G STEEL TUBING SUBSTRATE Amoruso DN:cn=RobertJ' m Aoruso,o; ou=PTC•Product Design Group, email=robert@ptc-corp.com,c=US Date:2015.08.0509:50:29-04'00'