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HomeMy WebLinkAboutPRODUCT APPROVALFl6rida Building Code Online 5 tleenuefUlendy. Regulate Ohly. !SECRIE ARTrle ,sEORErARx ° BCIS Home I Log In I User Reg lstration I Hot Topics I Submit Surcharge I Statmko tions I FBC Staff I BCIS Site MBP I Links I Search �i! `1 Product Approval BY Y USER: Public User St. Lucie County Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL8888-R3 Revision 2010 Approved a ASTA DOOR CORPORATION 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (770)974-2600 Ext208 JFRENCH3@ASTADOOR.COM JAMES FRENCH JFRENCH3@ASTADOOR.COM James French po box 420 acworth, GA 30101 jfrench3@astadoor.com Mike Alvis P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext248 malvis@astadoor.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/2014 Gordon Thomas, P.E. 0 Validation Checklist - Hardcopy Received http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIPacD/D2fuYV 8Po... 7/8/2013 Florida building Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL8888 R3 COI Financial Indeo 102709.1)df Standard Year ASTM E330 2002 DASMA 108 2002 Method 1 Option D 02/23/2012 02/23/2012 02/29/2012 04/03/2012 Summary of Products FL # Model, Number or Name IlDescription 8688.1 203 Windlock Commercial Sheet Maximum design pressure for 8' wide by 21' high door. Door Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R3 II 27013 - 200 Series Install sealed.odf FL8888 R3 II 29031 203.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +113.1Max/-113.1Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- Evaluation Reports 35.0 psf FL8888 R3 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.2 233 Windlock Industrial Sheet Maximum design pressure for 8' wide by 21' high door. Door Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R3 II 27013 - 200 Series Install sealed.odf FL8888 R3 II 29031 233.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL. No. 7768 Design Pressure: +95.9Max/-95.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- Evaluation Reports 37.5 psf FL8888 R3 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door (20 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6888 R3 II 27013 - 300 Series Install sealed.odf Approved for use outside HVHZ: Yes FL6888 R3 II 29031 300 Series.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +138.3Max/-131.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = Evaluation Reports +42.7/-39.7 psf FL8888 R3 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8886.4 322 Commercial Slat Door (22 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) Lower design pressures calculated for up to 20' wide by ittp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8j P6BrAIPac%2fuYV 8Po... 7/8/2013 STEP #4 - POSITION DOOR ASSEMBLY A. Place the ode clamp (9) or ado ceding (8) on to door support bracket (29,31)). LIB the door assem. bly up onto the support bucket (SEE DIAGRAM 10). Center door assembly in the opening. 0 side- ways movement Is necessary, be certain the door curtain and the able mrwe ugethec NOTE: Position the door as close to the header as posalble. Allow room to spin the door. Do not allow the door curtain to scrape the header. Do not use forklifts or genie IIKs with unprotected same/forks. This can cause irreparable damage M door curtain. DIAGRAM 16 STEP #5-AXLE HARDWARE A. MANUAL PUSH-UP/ ROPE DRIVE: (Both aides) 1. Place axle clamp (9) onto horizontal member of the support bracket (29,30) and under the door axle. 2. Place 'le U-Boh (12) ever tloor ode and through axle clamp. 3. Fasten U-Bolt using a/s' nut (15), s/e' flat wash. or (16) and 3/e' lock washer (17l — tighten securely. (SEE DIAGRAM 17A) DIAGRAM 17 B. DIRECT DRIVE CHAIN HOIST (Drive Side): 1. Place axle saddle casting (8) onto horizontal member of support bucket and under the door axle. 2. Place the able clamp (9) and the Wended keeper plate (11) over the door axle as shown to wand keeper plate met the direct drive chain guide channel (50). 3. Fasten together using s/e' x 31/Y' has boa (13)• 3(a' look washer (17), 3/e Bat washers (16), and 31e nuts (fine thread) (14) — tighten securely. (SEE DIAGRAM 170) C. CAST REDUCTION DRIVE CHAIN HOIST (Drive Side): 1. Place the axle saddle casting (8) omo the sup- port bradket (29.30) And under the door ade. 2, Place the two ode elampa (S) and extended keeper pule (11) on top of the door axle as ' shown. saddle 4. Fasten secondary axle clamp, resented keeper plate and 3/8- U-Bolt (12) using ale' lock wesh- em (17), s/a' Bat washers (16), 31C nuts (15) — tighten securely. (SEE DIAGRAM 17C) S. Install stay brace (61) onto chain guide channel (57) using "/,.' x 14a- flat head boll (82) and ,+/,e nut (60) and tighten secumy. G. Fasten the May brace to the support bracket using a (64) 014 Tok Screw and Vs- gat washer (23). (SEE DIAGRAM 17C) D. POCKET WHEEL REDUCTION DRIVE CHAIN HOIST (Drive Side) and OLD OR NEW STYLE KITS FOR ELECTRIC OPERATION: ,1. Same slaps se'Cast Reduction Drive' with the exception of #5 and #e. Pocket wheal reduc. tion drive and E.O. lets do not require a My brace. E. NON -DRIVE SIDE (for Direct Drive, Csat or Pocket Wheel Reduction Drives and E.O. Kits): 1. Place aria saddle casting (8) onto horizontal member of support bracket and under the door axis. 2. Piece the axle clamp (9) and the standard keeper plate (10) over the door axle as shown. 3. Fasten together using 3/3- x 31/3' hex bolt (13). a/3' lock washer (17) a/s' Bat washers (16), and 3/e' reds (fina thread) (14) —tighten securely. (SEE DIAGRAM 17D) FRO-T—E7 Requires a minimum of 40 lbs. torque 0 properly secure hardware. STEP # 6 • PRE -TENSION SPRINGS A. Install chain dip (25) approximately 4'0' above Beer on chain operated dooms. Installation must be secure. B. APPy pro-tenslan to the springs by notating the door two (2) ums in a forward direction (SEE DIAGRAM 18). The bottom angle is to be in a e o'clock ppaBion. DIAGRAM 1B C. If you're unable to rotate door to pretension use a pipe wrench to rotate axle In opposite direction. With one person on each side of door, each per- son should firmly place a large pipe clench on the door axle in shown In DIAGRAM 19. Pull down to apply tonsion Incrementally until you achieve 2 full rotations of the door aide. Then tighten the axle hardware. D. Repeat Step C if adjustment is necessary. STEP #7 - CLIT THE BANDS zyi�Th, door b now under tension.. Belem cutting the bands, take held of the door roll by Me bottom angle. A. Cut the bends and bring the curtain dawn no furlherthan 93 Me height of the door opening. Secure chain war the chain retainer or wedge a wood prop between the bottom angle and the door roll to prevent upward travel. STEP #B - INSTALL DOOR STOPS. . (Lint Clips) AND SLIDE BOLT LOCKS A. Install the door stops (1B) and the slide bell ioc s- using IX x 111' tress head bolt (20);'1" flat' washers (23), a/,e nut (22), and ,/a'"It lockMB' nut (21) per side. B. Electrically operated doors still require door MOPS (till clips) to be Installed. DIAGRAM 20 20 • 23 18 1e 0 NR e NOTE' When instalfing slide bolt locks; Me threads from the truss head boll protruding from the self locking rut should be removed to a flush position with Me seK locking nut to prevent door from hanging up on the head stops. Clamp a pair of vice grips oreo the thread and break off. STEP #9-INSTALL DOOR GUIDES A. The head stops on the guides should be no mom than 1' higher (d, bottom of slops) than the door header. If rat, M.the bottom of the guides to match your opening height and relocate slide bell notch at bottom of guide. B. Models 2al, 202, 205,211 231, 232, 235: Raise the door curtain se, Me bottom angle Is approxl- me aly 3' below the header. Slide the guide over the door curtain and position against the door opening ailowing'X clearance from edge of cur- tain to Inaldo Me guide. Install the top Inferiors, lower curtain Into guides slowly, maintaining proper clearance and stop at 6' above the noof. Install bottom fastanem. Check B the guides era plumb using a level. The fasteners should be located approximately war 24' Mauling 8' from finished floor. Install balance of fasteners and band the lead-in M the top of file guide to a 45 degree angle. (SEE DIAGRAMS 3 THRU 8 and 21) • o)AGRAM zt ' f- LEAD-IN H� STD A C. Model 203, 204, 233, 234: Use same procedure as above allowing V.' deargnce boevosn curtain and Ba Windbck spur. Lower the curtain free the gudes slowly. Be sun them Is sufficient clearance for Me wlndtock ape to erMr the guides. (SEE DIAGRAM 7 and 8) D. Fer'VAndlea l Certified! Dods' refer to dmwing.tor fastener/enter type and frequency. _ E. Spray ailimne lubricant In guides for one of operotiorl. Installation Instructions. Models: 201, 202, 203, 204, 205, 211, 231, 232, 233, 234, & 235 USE ASTA DOOR CORPORATION PARTS ONLY • ALL OTHERS SHALL VOID WARRANT: SHOULD QUESTIONS ARISE, PLEASE CONTACT ASTA DOOR CORPORATION AT (770) 974-2600 ASTA Door Corporation 26 2�N. �a 14 0 '�, 10 17 4 a •'. I ® 9 8 a 1"31 1 0) CHAIN CLIP rn Q� , 30 16 S 13 3 31 D DIAGRAM 2 DIAGRAM 1 28/ �18 ... 33 3_2 DOOR 6 3a �'� OPENING C 'Steel Building Plate J be Steel Frame. Bracing Required" DIAGRAM 3 DIAGRAM 4 DIAGflAM B DIAGRAM 6 DIAGRAM 7 DIAGflAM B ¢� 70 b LUPIAINCLOT PIN � c b < ��AW p CURITAIN q�URTAIN�� LUMNN �II 1— II tl6' tltl' YI]d 1'� TYlle' y'� �-w.l atA•. 1d' ;. U9' la .y� 2di9'�- �J Jnn• f+-JJ WNCRETEORM1N30NW :ONCRETE OP MFSJNf1Y STEF10R VrUCD .'.ONCRETE OR MA30NRY SrEELOn WOVG 3TNJDSRO GUIDE MEL OR WG00 NEAW OUIV GUIDE WINCLOCKOWDE WINOIllCK GUIpE 3TANDAROGUIDE 'SEE NOTE STEP 9 PAGE 4 HEAYOU WmIIIDE 'SEENOTE 6TEPUPAGE4 — PARTS LIST __ _ ALL DOOR MODELS J2 310400 Sbetlaztl Steal MOLOO R01e3 toy! Platez lPsO 4a 420000 CHAIN HOIST Dircat OHve CemplMe Aaaembl 1 Van.,To Sheet 33 31 Sale Her, Du, SIceIMWnE MODEt5: 2U1, 202, 2UJ8204 49 a20ID0 Diropl Dava Gov 2 3 Vanw Varioa Axle Pepe S ng, L.H, 37 Vatiaz Conu Rated Door SDael 50 a20200 CM1vin Gutle. A.., Dmb a Variez 6 tin R.H. 15 2600W PVC Ruben SiOezNp, Cvmmertlal Gre .51 ]30,w /o' 16z 1 /2' Nea Neaa Bdl . 52 430000 Ca6l Retlucbon bear CamvlRe AasemOl SDnn9ilemp Aszy._ BMbm An lla MODELS: 331 03.2]3 3]452J0 53 a30101 Planotn S Gael Blatle Alba al. Bammn Weaba¢eel 36 260002 PVC RubDar3i0etltlInauzbelGAxp W227.9W.21.a,"d 59WI0 Cason 3] 260001 Hi hTevle, Steel Sklcbmi E3 4J0103 1 eller Ooa9 Cazt A91e S9atllo 51amp10. Icuml SS ]50405 PVOBteenwllh R1EA30200 IElaf GearCarverAzsemDK Par Plato. Sllmama l2 halo 5) 4303W Chain Oulu. —'real le, KeSpor Plate. Emeet 14 hotel MODELS: 202. 204. 232. 239 • INSUUIIEID ONLY 53 430104 me Geller 1:2 >TU]I LLBOR a--16 2260301 hwulefion. DDVbt6 Fail 59 ]30202 ta'-18 +3'Hex Hoed bon U )301 W - 2<z 3Y�" Nax Hnao 9011 40 260401 M ar'fb a YI _ 60 )4@02 6' 18 Sell Lodiolp NO t4 ]40ta 9'-2a Flev NN lFbe imearf� 41 63W02 To Orort Sb (2 n'Wltl<I fit fit 430106 I ]502D2 Sre 6rep0 Ip-. I6Heaa Slonea 0011 IG ]401 W �-16 He. NO 42 630003 Sltle Draft Start, IS 15010;f FIa1 Vh4M1aL 63 740102 m'Lock Washer I) ]E0203 ,9' Lock W0.ihpt e' MOOELS:203,204,233. 234-WINDLOGK ONLY 64 )30]02 114x a'Tok SIRN, Packet Meet Complete RG paaemb ly iS 23e301 D001 SIo0-bR Gip i3 2]M01 WIOaIOck 011y 65 .6 620100 420104 Packet YVDeM AsselffiI 10 280104 Slid. Eat Lock dd 720101 ./IV Neat fiT 420105 DINO S .-Oa, 1--'—a 0 ]3MBI 4•.20. Truss HOav Slated Bon MODELS%2062" 86 44106 Hauer Chain p4l 21 n2 )90201 ]40103 v.2D Sa8 Loden Nut--_ 116' -1'. Hax Ntl 45 275902 WlnalOck GI Bazket Plata 69 4201DT SOarcr Pipe ?3 24 750101 4ID102 1 Flat Wbehat'/.' a -Rep. MODELS: 2p5 LM-,*1NO8AR ONLY ELECTRIC OPERATION 25 410100 NanC ChsnCM1sn CbO ab 2T0030 ax /a 9auare TUOe TO 440000 SO Kit CO. Lob Aseambiy, Ola6 Ia 26 420300 Were Ch'aln 477201W 1e'Po HIM ]1 N0001 Drives r0eke1, e41 P. T22 TOOm 2] 75DIN 1 to' ID petrel Flat Wmhe, i1 T3 a40003 9200N FMI Bar Braw PI 3paeee laptala bbDei /e- a J2WW 12'DNm Avama wlBeafN )a ]]0104 a-.24 x 4 2' Mex Heea 0 h 20 310200 St Put Bracket RH 75 44000] EO NIt Com IMe A90emDl New S e SO 310]00 Sv o110rackat LH 78 ]fi0001 AB1A Oo0rfa0al 31 vanes Door Gulae(a) NOTE' Doors ordered for wncratelmasonry ap atieation will include 1/4 x 21fu' leptons for guide Installation. Block clips welded to bark of guide for concrele/masonry application are optional on Models 201, 202, 205, 211. 231, 232, 235. Block clips am standard for Goncrele/mesonry, application an Models 203, 204, 233, 234. STEP #10 - CHECK AND ADJUST BALANCE B door lowers easily and forces hard, more tension is required. If the door lowers hard and miser easily, less tension Is required. (SEE DIAGRAM 19) CAUTION: For all door drives: Before adjusting the springs, pull the doors Into the up poll. Eon. Secure the door by the following methods: 1. M a rope amund Me door roll. 2. Place a clamp at the tap of the guide channel to secure the curtain in the guides. A. Cast Reduction Drive Doom Only When the axle clamps are loosened, the chain leads will be under tension. Use extreme care when handling the chain loads. Secure both leads of me chain to the chain relelner (25). Score a hwl2ontal line on the sole. Loosen axle hardware to allow axle to spin treaty. Grip both leads of the chain socurety. Note direction axle must turn to add or reduce tension (SEE DIAGRAM 19). Rotate axle w required. Secure both chain leads to chain retainer. Tighten all aria hardware. Repeat INS opera - Eon If more or less tension Is required. B. All other doors: When the axle clamps are loosened, the springs will be very strong. You will need two people to adjust the door tension safely. 1. Each person should firmly place a large pipe wrench on the sale as shown In DIAGRAM 19. Loosen the axle camps and pull down for mom tension and up for less tension. for Pocket . Wheel Reduction Drive doors, remember to loosen set screws prior to adjustment and . retighten securely after adjusmem. 2. Ratighten the axle clamp hardware. 3. Repeat the above steps If fuller adjustment is necessary begin at STEP SB. STEP #11 - TOP DRAFT STOP , A. Tap Draft Stop comes standard with Models 202. 204. 232,234 Insulated Doors. All other Models optional. B. Pull door down and look. Go autaide and mark a line on the door curtain as shown. (SEE DIAGRAM 22) C. Reis• door 2'6' from floor, or until mark is accessible. Place top draft atop (41) In positron as shown and secure with Tek screws. Stretch rubber slightly and secure other aid. Locate and Install the remainder o1 Tok screws at 6' O.C. DIAGRAM 22 SERVICE AND MAINTENANCE HINTS The following trims would help you W obtain free Operation. 1. DOOR CURTAIN DRAGS IN GUIDES. A. Check that door support brackets are plumb. B. Adjust location of guides for 'low -1/4' side clearance. Top and bottom. C. Door Drum Assembly may be set We close or too far from well. Note slotted brackets for adjustment D. Check guides for foreign matter, such as dirt, mo. E Check for damaged guides. F. Adjust lead-in bend at top inside of guides. (SEE DIAGRAM 21) 2. DOOR OPERATES HARD IN ONE DIRECTION: A. Check all the above palms. B. Re,check Step No. 10. C. It problem door has reduction drive, check she x 3- belt (59) that goes through axle met locks idler gear carriar. If self locking nur (W) is over lightened, E will cause the idler gear rattier shaft to became agg.shaped and bind the chain wheel. 3. CHAIN JUMPS OFF CHAIN GEAR A. Chain Guide Assembly could be on axle back- wards. Make sure drive parts are assembled correctly. Sae Diagram 11 for Dlrem Drive, and Diagram 12 or 13 for Reduction Drives. B. Chain Guido Gould be bent out of alignment with chain wheal. C. Check for defects In cast chain wheel or chain. D. On Electric Operator Doom or'Pocket Wheel' Reduction Gem Doors, check for sprocket alignment and proper chain tension. Also check that set screws on Pocket Wheel Assembly are securely rearmed. 4. DOOR DOES NOT CONTACT FLOOR LEVEL A. Use spirit level to check whether door or floor is off level. It door Is out of level, praamd to check the following points: B. Check 0 -Support Brookins' and guides are level. C. If A' and *S' check out all right, ME door all the way up and see E curtain rolls up straight on drums. End of door should be square. U cone shaped, go to Section S. D. Models 231, 232. 233, 234, 235: B all of the above chock out and crrrtaln is no more man 12- out of level, the following method of curtain straightening may be Iced. The long side of the curtain oak be shrunk es follows: Roll door all the way dawn. On the outside of the door ourtaln is a steel mrip It/s° wide. This skip holds the curtain square. Take a screwdriver and slightly depress strip into comrgated rib. A small amount In each of the lover too ribs. Door curtain w91 shrink on that side. S. DOOR DOES NOT ROLL UP STRAIGHT A. Check all points In Sector, 1. S. An alternative solution to correct the acting door is to raw the curtain up to the stops and Germaine which side of the bottom angle touches the memo foot. C. Secure hand chain, remove guides, lower nu- taln down to floor level. Install a drum wedge on side of the door from which the bottom angle touches first D. Proceed to Slap 9 to mInslell the door guides. E. E problem continues, consuh factory. INSTALLATION OF REPAIR PANELS 1. FOR ALL DOOR MODELS Detemiina the number of sheets which need to be replaced. Starting from the bottom of door curtain, the lock seam• occur on about 26' comers. When ordering, please gin axed length of sheet and location on door p.e., bottom, bottom and one Intermediate. atc.) 2. REMOVE DAMAGED SHEETS A. Secure door In ds full down positron by locking the chain on the chain mumer,or by wedging a strong piece of wood or pipe in hole at Me end of roll, against bracket When door shoat is cut 0. the door will have a Mang terdencyto roil up. B. Remove door guldes. C. Cut off damaged shoat. (see Diagram 23). Scribe a sUWght lino and M door sheet off using nlbblers. D. Cut me sidestdpping and remove damaged sheel(s). 3. INSTALL NEW SHEETS) A Clamp new sheet In location as shown. S. Drill holes for 11C rile. rivers (030) M 6' O.C., top and bottom and shown. Pop rivet as You go. C. Trim sidesmp as follows: Overlap steel/rubber 3 mrugaaons. Install the buttons and rivers. Trim PVC Rubber as close as possible to the fro mm staple. DIAGRAM 23 x I -CUT AND 4 OERE N RrVE HIS TIES S1DE 8 1 SIDE y v� a o a ASTA Door Corporodon PHONE: 770-974-2600 FAX: * 70-974-1455 ww w.astadoor.com ww.astadoor.com IMPORTANT REMARKS: DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL BE TOLD AT A LATER TIME EXACTLY WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE 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 " CHECK THE OPENING A. Check the height and width of the opening. S. Chock If the lames are plumb. C. Check if the Boor and header are level. D. Check the dimension panel for side room and head room requirements. (SEE DIAGRAM 6) DIAGRAM 9 wluNa nOLLAD003 I 2 I SUPPORT I X BMCNET, -- Y �Jn— � _ _ I SEEE OPENING SEE OPEN We 1 Al We k' HEIGHT ��"11 STEP #2- INSTALL BRACKETS A. Mark the horizontal location of the support brackets (SEE DIAGRAM 9). B. Mark the vertical location of the support brackets by using a transit or water level. THE DOOR MUST BE LEVEL. NOTE: Verify minimum headroom require- ments. Dimension "X". If sufficient, lower the brackets until 'T' is obtained. II the bracket Is lowered more than 2" this will recluse the open- ing height. The guide height should also be reduced accordingly. C. Drill holes and fasten )he brackets with the proper wall fastoners required to obtain a solid mounting. Use through bolts on soft block or brick. CLEARANCE REQUIREMENTS HEIGHT x Y 2 Up to W-0" 1. 942' ID-1? up to 10'-0' 21. 10' 11' up to mr a. 23" 11' IV Up 10 2a-0' 24- 12' IV OH —TYPE p1" AZ •shown Hantln Ngm is oppos4e Pushup/Rape 8' 6' Direct Drive Podmt Ymeel Reduction Geer Cast Reduction Gear 9' 6' EleUric Opealm NOTE: • Doom with Heavy Duty Guides, add 1' to Al and A2 dimensions. • All Wnelock Doom add Via At and A2 Dlmen,bna • Note proper bracket location and provide ade- quate backing. STEP #3 - DRIVE INSTALLATION A. Install ROPE (If equipped) Be follows: 1. Drill minimum ale' hole in center of bottom angle. Thread 1/4' rope through hole and gal knot in both ends. B. Install DIRECT DRIVE CHAIN HOIST at Equipped) as follows: 1. Slide Direct Drive Assembly (48) onto door axle. 2. Align holes and Install 31 " x 1112" Hex Boft (51: through rear of end own. 3. Install3la" nut (15) and lock washer (17) and tighten Securely. Repeat. 4. Feed Hand Chain through the Drive Assembly, (SEE DIAGRAM 11) DIAGRAM 11 �s��1 i C. Install the CAST REDUCTION GEAR CHAIN HOIST (If Equipped) as follows: 1. Slide round Bat washer (27) onto door axle 2. Slide Idler Gear Assembly (5S, 56) Onto door rode. 3. Slide Planetary Sprocket assembly (53) and Chain Guide Assembly (57) onto door aide and over Idler gear comer tube.' 4. Slide collar over the idler gear tube and align holes. S. Secure with slls' x 3" hex head bolt (59) and sl s- seH locking nut (60). (SEE DIAGRAM 12) NOTE: Keep Idler Gear at a 10 or 2 o'clock position with the bottom angle being at 6 o'clock. DIAGRAM 12 W D. Install the POCKET WHEEL REDUCTION GEAR CHAIN HOIST Of Equlpp•d)-as follows: 1. Install Drive Sprocket M on preferred side using 31s• x 11/2" Hex Bob (51). 2. Slide V pipe spacer (69) onto door axle. 3, slide pocket wheat assembly (66) onto door axle and align sprockets parallel to each other. 4. Conned drive chain (0) around both sprockets using the roaster link provided. 5,'After door tension tees been adfusted. (STEP 6) Tighten set screws on pocket wheat assembly. NOTE: It further adjustment ta naEp4et• ,crows must be loosened (bar edJustroN al.lid ,tighten attar adjustment (SEE MIA DIAGRAM 73 ;•Ta• �' MM U DRIVE A — ASSEMBLY _\ I ISPROCKET / E i Il E. Install] "NEW STYLE' ELECTRIC OPERATOR KIT Of Equipped) a follows: 1. Install E.O. Sprocket (71) to end chum of door on preferred aide using 31e- x 1112" Hex Bolt (51). 3h' Nuts (15) end ale Lock Washer (17). 2. Slide gat round washer (27) and spring damp 'assembly (5) onto door axle and secure sal screw, with clamp and washer against bearing of the and drum. (SEE DIAGRAM 14) DIAGRAM 14 16 1] 15 6 2 1 F. Install "OLD STYLE" ELECTRIC OPERATOR KIT (N Equipped) as follows: 1. Remove spring clamp assembly (5) tram door axle Of supplied). 2. Insert 3/e" x 4 lie Mfrs 174), with 3/e-took wash- er (17) through every other a/a' hole in end drum. 3. Slide one end of flat bar brace (72) over each boll and than slide 3/4' pipe Spacer (73) over each boh. Slide opposh, anti of flat bar brave over the next bolt In Warner clockwise romilon. 4. Slide bearing drum assembly over the three bolts. S. Attach and Bghten ale flat washers (18). 3/9" (M Lock Washers, and 31.' nuts (14) to and of bolls. 6. Slide round flat washer (27) and spring damp assembly (5) onto door axle and secure against the bearing drum assembly (28). (SEE DIAGRAM 15) , NOTE: New Style E.O. Kits are to be toad veal Bush- end drum position, and Old Sryb E.O. low we IS be Used with'recessed• and drum position. u 'flor,'a Building Code Online e BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I stats&Facts I Publk_.._.._ Product Approval Yar USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail SCANNED BY FL # FL4 St. Lucie County Application Type Revisionvision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Elixir Industries Georgia Door Division 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers@elixlrind.com Robert Powers bpowers@elixirind.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1788 Info@ptc-corp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard Year ASTM E330 2002 7/8/20 Florida Building Code Online Certified By Product Approval Method Method 1 Option A Date Submitted 03/06/2012 Date Validated 03/09/2012 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products FL # Model, Number or Name Description 1722.1 402-14 Vinyl Steel Out -Swinging Regular Door - 14"x14" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 402-14 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-40 Installation Instructions Other: FL1722 R4 II ELIX0050 RevO 402-14.udf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 Rev0 411-0916.odf Created by Independent Third Party: Yes 1722.2 402-20S Vinyl Steel Out -swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 402-20S E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-45 Installation Instructions Other: FL1722 R4 II ELIX0051 RevO 420-20S.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.0f Created by Independent Third Party: Yes 1722.3 407 Vinyl Steel Out -swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 407 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-45 Installation Instructions Other: FL1722 R4 II ELIX0052 RevO 407.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.4 430 W9 Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8" x 3b") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 430-W9 E330 odf tp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPbpn2NAgkGJv... 7/8/20 f iorida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +33/-40 Other: Assurance Contract Expiration Date Installation Instructions FL1722 R4 II ELIX0053 RevO 430-W9.odf Verified By: Robert]. Amoruso, P.E. FL License No. Created by Independent Third Party: Yes Evaluation Reports 1 11 Created by Independent Third Party: Yes I 1722.5 6400-W9 Painted Steel In -swing Door with 9-Lite Window (1'8" x 3'0") and Full View Storm Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +56/-60 Other: 1722.6 118500 W9 -1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certificate Expiration Date 09/14/2015 Installation Instructions FL1722 R4 II ELIX0035 RevO 6400-W9.odf Verified By: Robert]. Amoruso, P.E. FL License No. Created by Independent Third Party: Yes -valuation Reports FL1722 R4 AE PER 1951 RevO 411-0916 odf Created by Independent Third Party: Yes heel Clad In -swing Door with 9-Lite Window (1'8" x -ertification Agency Certificate FL1722 R4 C CAC EXR 8500-W9 E330.odf 2uality Assurance Contract Expiration Date - Installation Instructions FL1722 R4 II ELIX0036 RevO 8500-W9.)df Verified By: Robert J. Amoruso, P.E. FL License No. Created by Independent Third Party: Yes °valuation Reports 1722.7 9000 ISteel Clad In -swing Door (no window) and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 9000 60 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0037 RevO 9000.0f ` Verified By: Robert J. Amoruso, P.E. FL License No. Created by Independent Third Party: Yes Evaluation Reports 1722.8 11 9400 W9 I3'eel Clad In -swing and Full View Storm with 9 Lite Window (1'8" x III Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Certification Agency Certificate FL1722 R4 C CAC EXR 9400-W9 E330.odf duality Assurance Contract Expiration Date Installation Instructions FL1722 R4 II ELIX0038 RevO 9400-W9.odf Verified By: Robert J. Amoruso, P.E. FL License No. Created by Independent Third Party: Yes -valuation Reports 'p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvOQpGQvtVmPbpn2NAgkGJv... 7/8/20 ur3da wilding Code Online FL1722 R4 AE PER 1951 RevO 411-0916.Ddf Created by Independent Third Party: Yes 1722.9 STR 7000 Oval Standard Residential Door with 20-1/2" x 56" Oval and Full View Storm Door Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL1722. R4 C CAC EXR STR 7000-Oval E330.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0039 RevO STR-7000.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rcNM M C editCAid {--'SAFE _p://www.floridabuilding.org/Prlpr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPbpn2NAgkGJv... 7/8/20 ELMR INDUSTRIES MODEL 402-14 NON -IMPACT OUTS WING VINYL LAMINATED STEEL DOOR GENERA -NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED S. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE REQUIREMENTS EXIST. USE OF AN IMPACT PROTECTIVE (FBC) EXCLUDING HIGH VELOCITY HURRICANE ZONE AND SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR THE DESIGN PRESSURE(S) STATED HEREIN. WINOBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRODUCTHEREIN. 1a. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED MST REPORT DALLAS 6. FRAME MATERIAL' ALUMINUM ALLOY 60B3T6 LABORATORIES, INC. AN4276 AND ASSOCIATED DOOR PANEL MATERIAL'.OB MIL VINYL LAMINATED LABORATORYSTAMPEDDRAWINGS. GALVANIZED STEELAWSKIN W/ URETHANE FOAM CORE. 2. ADEQUACY OF WE EXISTING STRUCTURAL 2X FRAMING OR STEELFRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECTOF RECORD. T. GLASS MEETS THE REQUIREMENTS OF ASTM E130 e(01) GLASS CHARTS. 8. DESIGNATIONS •X• STAND FOR WE FOLLOWING: %:OPERABLE PANEL O:FIXEDPANEL 3.1XAN02XBUCKS(WHENUSED)SHALLBEDESIGNEDAND VHARDWARE ANCHOREDTOPROPERLYTRANSFERALLLOADSTOTHE A HALF HINGES: (4) 6061T6 EXTRUDED ALUMINUM STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE B. LATCHLOOK:KEYED RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF C. DEAD BOLT. SINGLE CYLINDER RECORD. 10. SEE SHEETI FOR DESIGN PRESSURE CHART. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SUE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITHTHISDOCUMENT. DESIGN PRESSURE RATING(PSF) IMPACT RATING WHEREWATERINFILTRATION WHEREWATERINRLTRATION REQUIREMENTIS NEEDED REQUIREMENT IS NOT NEEDED NONE •• .40.0/.40.0 ••UNITMUST BE INSTALLED BENEATHAN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS AND GLAZING DETAIL 4 HORIZONTAL CROSS SECTIONS bbbbbbb,- INSTALLATION NOTES: 1 1.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH S MINIMUM EMBEDMENT AND EDGE ND BUTT ANCHOR LOCATION. STUCCO, FOAM, BRICK VENEER 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN 1 ARE WE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6, INSTALLATION ANCHORS SHALL BE INSTALLED IN SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALATON INSTRUCnoNS AND ANCHORS SHALL 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS WITH LOAD BEARING SHIMIB). MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE SHIM SIZE OF 114 INCH. SHIM WHERE SPACE OF I/161NCH 'ANCHOR SCHEDUL2 THIS SHEET. OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. 14 W. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE• THIS SHEET. ANCHOR SCHEDULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER AND/OR EMBEDMENT EDGE DISTANCE ANCHOR CAPACITIES TYPE SPECIFICATION (IN)I1 (M)UII4 EASEDON SHEET MIN.3 TEEL MET TUBING 4 GA FIN(Z-BAR) PAN HEAD NO.8 ASME B18.6.4 PATMST INSOE 3/B" MIN. 33 KSIYIELD MIN (TAPPINGSCREW) SURFACE OF STRNEGTH THICKNESS SUBSTRATE ANSI 818.6.1 2X WOOD (WOOD SCREW) WOOD WITH AMINIMUM FIN (Z-BAR) PAN HEAD NO.8 OR 1. 1/2" SPECIFIC GRAVTTYOF FRAMING ASME B18.6.4 0.42. (TAPPING SCREW) NOTES: 1) FOR WOOD OR TAFOX6 SCREWS IF SPLITTING 6A CONCERN, CRLL O.DB2• BLOT HOLE(DRILL SQE45). 2) EDGEDLSTANCEMEASIIRED FROM ETHERSIDEOFANCHORTO EDGEOFSUBSTRATE W FL P.E. N0.49752 No 49752 11H6' MAX. O. FRAME WIDTH 34 3/4' MAX DOORPANEL WIDTH 14• X 14' u a ]93/4• ]83/4' 4 4 is wwsi�vnrrn�. . nowt MAX CA MAX. E E BOTTOM OF DOOR LEAF AND THE DEAD O DOOR q X 4 BOLT ASSEMBLY APPROX 42' ABOVE FRAME HEIGHT PANEL BOTTOM OF DOOR LEAF. SEE STRIKE r X HEIGHT DETAILS THIS SHEET 39'4I • 3A _MAX (TYP.) ELEVATION EXTERIOR VIEW #8x27/2'WOOD #8 x la"I SCREW SCREWS ) I ENTRY DOOR STRIKE DETAIL WOOD4➢AMESVB\ . FOUR HALF HINGES ON 34• MAX SPACING SECURED BY #3 X 3/4' SCREWS (TYP.) I 1 I W. SCREW MUST ING SCREW ENT L N TH SUFFICIENT LENGTH TO I PENETRATE(3) THREADS MINIMUM BEYOND STEEL TUBE. ENTRYDOOR STRIKE DETAIL srxu.newcsuasllur[ 10• MAX IW MAX O.C. (IYP.) SILL ANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOT TO EXCEED IW MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED IV MAXIMUM O.C. e RobertJ.Ammu .P.S. FL P.E. No. 49752 No 49]S2 a� 111 I'MIN. EMBEOMEP 2X WOOD FRAME (BYOTHERS) SEALANT TAPE TO BACK— SIDE OF MOUNTING FIN #8 WOOD SCREW INSTALLATION ANCHOR 12' MIN. EXTERIOR ;� INTERIOR SEE GLAZING DETAIL ON THIS SHEET VEOODRTICAL SECTION WFRAMESUBSTRATE #8 X 1 112' OVAL HEAD SCREW EXTERIOR INTERIOR ~118' TEMPERED GLASS EXTERIOR INTERIOR GLAZING DETAIL, SHIM SEALANT TAPE TO BACK SIDE OF MOUNTING FIN 2X WOOD FRAME 12' MIN. (BY OTHERS) I EDGE DIST. 1'MIN. EMBEDMENT----{ 0 8 WOODSCREW INSTALLATION ANC VERTICAL SECTION WOOD FRAME SUBSTRATE THREE(3) THREADS MIN. PENETRATION #B TAppING SCREW INSTALLATION ANCHOR SEALANTTAPE TO BACK 3/8'MIN. SIDE OF MOUNTING FIN FEDGE DIST. 14 GA. MIN. SQUARE STEEL TUBING (BY F-Ir OTHERS) EXTERIORTERIOR EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN VERTICAL SECTION STEEL TUB WG SUBSTRATE INTERIOR r14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 318'MIN. J EDGE DIST. '-98 TAPPING SCREW INSTALLATION ANCHOR C VERTICAL SECTION STEEL TUBING SUBSTRATE R.b.d l A ..so, P.E. FL RE No. 49T52 3AMES A,ryIA� OeEQ;.`�GENg�Zy4 R ••G No 49182 O 114' MAX SHIM VT MIN. EDGE DIST, 2X WOOD FRAME (BV OTHERS) N8 WOOD SCREW INSTALLATION ANCHOR I ' MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) SEE GLAZING DETAIL #B WOOD SCREW ON SHEET 3 INSTALLATION ANCHOR INTERIOR INTERIOR #8X314'SMS, EMBEDMENTT BEDMENT -- I EMB"MIR— // EALANT TAPE TO BACK SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EXTERIOR EXTERIOR SIDE OF MOUNTING FIN HORIZONTAL SECTION WOOD FRAME SUBSTRATE 14 GA. MIN. SQUARE 3/8' MIN. EDGE DIST. STEEL TUBING (BY OTHERS) 98 TAPPING SCREW ITALLATION ANCHOR\ ^^ INTERIOR �1 HORIZONTAL SECTION WOOD FRAMESUBSTRA7E 14 GA. MIN. SQUARE STEELTUBING(BY 3/8'MIN. EDGE 015T. OTHERS) INTERIOR pg X3/4'SM51 %#8 TAPPING SCREW _L INSTALLATION ANCHOR _... Ilgik;Ei::IduiiN••• ••" "jowl \\\\\\..... THREE(3)THREAD J // dIqLd�� MIN. PENETRATION THREE (3)THREAD MIN. PENETRATION SEALANT TAPE TO BACK EXTERIOR SIDE OF MOUNTING FIN/ EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN HORIZONTAL SECTION STEEL TUBING SUBSTRATE HORIZONTAL SECTION STEEL TUBWO SUBSTRATE am Robert J.A so. P.E. FL P.E. No. 49752 O"1jBh,E,111, ,e; No 49752 '.r0% Florida Building Code Online 2 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge j Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search eA Product Approval 0 1. 'USER: Public User COPY Product Approval Menu > Product or Application Search > Application Lis[ > Applicati n. LE FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) FL12940-R1 SV101�NN'tlE® Affirmation SCANNED BY Approved ASt. Lucie County Appr Pocahontas Aluminum Company, Inc. 2001 Industrial Drive Pocahontas, AR 72455 (870) 892-3689 kakins@pocahontasaluminum.com Larry Rose ldrose@pocahontasaluminum.com Andy McAfee 2001 Industrial Drive P.O. Box 756 Pocahontas, AR 72455 (870) 892-3689 Ext101 amcafee@pocahontasaluminum.com Jason Summers 2001 Industrial Drive P.O. Box 756 Pocahontas, AR 72455 (870)892-3689 Ext 108 jsummers@pocahontasaluminum.com Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/WDMA/CSA 101/I.S. 2/A440 Year 2005 http://www.floridabuilding.orglprlpi_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQFrPxv4AKQgkP... 7/9/2013 Florida Building Code Online Equivalence of Product Standards Certified By ®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. Documentation from approved Evaluation or Validation Entity 40 Yes 0 No 3 N/A Product Approval Method Method 1 Option A Date Submitted 04/04/2012 Date Validated 04/04/2012 Date Pending FBC Approval Date Approved 04/06/2012 Summary of Products FL # Model, Number or Name Description 12940.1 100 VS Vertical Sliding Window 40 x 63 Aluminum Flange Frame. 41-3/4" x 64-5/8" Flange tip to tip measurements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12940 RS C CAC 757-102CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2014 Design Pressure: +15/-15 Installation Instructions Other: FL12940 R1 II DOCOOO.PDF Verified By: Keystone Certifications, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(I), 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 clickllQif. Product Approval Accepts: ® eCk M CI edit ArFE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQFrPxv4AKQgkP... 7/9/2013 .. TABLET I .. , BOW/RAFTER FRAME. ENO POST, GROUND ANCNOR AN; PANEL :FASTE_ FASTENER SPACING. SPECBjCARONS, AVERAGE FASTENER SPACING MAXIMUM ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS - RAFTERISOW (INCHES) WINO ULTIMATE, NOMINAL AND ENO POST INTERIOR END RISK EXPOSURE WIND.SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH( (FEET) BOWS/RAFTERS 'BOWSIRAFTERS. t15TO150 80TO116 5.0 6 6 1. 11, III; Gr IV B.C,DrD — 151 TO 180 -- 117 TO.13S 4.0 B 5 NOTES: 1.3peG6gtioni apptlg0k W 20 Gaupe meal PanaSG.uli'nea aaeNy b 12 d li gouda steel NBe O0w flames., T. Fasintm -an ILO: IN'-14XI'.4fi1M0 I..v wMcDned¢44 wasFai.. ]. OFocAraEam aFPEraohdNY ki meaA root M:ISM of 20 kd otitis; SM ¢oo(slOPea 011-0' I]:II DddIL'SPadnB IagokOmnnU la'CPMs tco(hdSNO andlor eblrca may Tory. " 4 GIGWid NltlLflu[IuIle 1NN¢H181 �adg1CWKCf]nd Meavaly dnelNbMrEawlm119(pOeLbe911ary I10 (I1MN14m➢It0'O.C:, wtl Ozm mlll nmto OelH Skas NPPdwe not mqw 4 S. Gmwu anunn me not eegWrvtl wlYia cola sMO wn¢w<tim. APPROVED PRODUCTS LIST APPROVAL PRODUCTCATEGORY SUBCATEGORY - MANUFACTURER - NG. S DATE STRUCTUPMCOLTONENTS ROOF DECK CARCLINACANPORTS.INC. FLESSE-R2 26G..AGP.t I11NY12 STNUu'TURry COAWONLNTG STRUCTUM WML CARUlVACARPCRIG;INC. FL6702-IC? 28 GauEu AOPanel 101DW12 E%IERIOR ODORS. SWINGING 'ELIXIR INDUSTRIES GA FL93LR1 ' 11p1etA%•ta - 03(14117 EXIERIOR OWNS ROLL -UP 'ASTAINDUSTRIES NO. FLSfi00A0 WdIDOSVS SINGLEHUNO PQGANONTJCG'IST1EilNl MC ANY, iNC. FL12Ba0A, 1 i MaQeL1W V'.^ 0(YOW1F GENERA-.WT - 1. ALL STEEL lU0U1G SHALL BE SO KSI STEEL Y. FASTEN META; ROOFANO WALL PPNELSTO FP.WING MTH W'A 1'SELFDflLLLINO FASTENERS WfIM CONTROL SEAL W.WN'eR�6'OAI AVENAGE; 3. ALL FIELD CMNECTIONS 3HALBE. UPf V$20 ORLLLWG SCREWS. a. ALL SNOA CONNECTIONS SA.L BE WELDED, 5. CONCREIB E%PANSI lANCHORS SAWS SE WE R ANKRAIFE NDOEL ATI25"S OR SLEEVE ANCHOR MODEL HSA I250.OR EOUNALENT. METALCARPORTINSTALLATION PLANVAND DETAILS AND j FRAMING AND FASTENER SPECIFICATIONS 3_ FORFONSTFUDTION Bi THE '.I STATE OF FLORIDA` PREPARED FOR: CARODNA CMPORT5. INC. P.D. DD%1253 P DOBSON NORTH CAROLINA 210tT 't PREPARED BY.' BECMTGLENOTNEEWROANOTEkUS IHp: 605 ERAND JW RIOA WENUE OEIAND:fLOP10A ]2>20 COWclited Au6wneatiSn Ne.00005402 AN50AAMA'NW1'AA jOIAS2 MT ' THE CONSTROCTION SHALL BE TESTED W ACCOPWNCE WITH ASW E WO. 6TANOMDTEST METHODS FOR STPUCNMI.PEPFGRMANCE OF EXTERIORWINDOWS. CURTNN WALLS;ANO -DOORS BYUNTORMSTATICA1R PRESSURE. ' an�..e��,•v.��ev Z"""` oer•xosarruu3enunaaeonam nows."—"—""'� f„. Mrw l =see Heel see wa sec MITI Sl' �.., o are. y.. s T n_=1R' TYPICAL BOW SECTION -- `""""'�"` .o:. rw�m.+G w• aur. SIDE ELEVATION .araxv uremw,m rsemwa uen�u" ' END WALLIOPENING wsnw �•� END WALLBEGTION TR1199Eti 804NSECTfON - rvaobw -- - w11p'Y uaa. CAROLINA CARPORTS; INC. TYPIGAL SIDE WENTtONSt&10N OABLEO OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO. lit. xnUCGq nel .wee sa,; "E iesiuDp4,ncNG1NEENlNG qp His ""l4 MCfliof.: f 1 'YH1JLQa gm.. Mal m aq RApLLnWICoiEKlr ryaEyp pr{e WL !M eCFFKH �RµLFRepePP]INIYfJSCEa 41NMIEtaMCE eT iwail / `NIFICN9C/S PS EtYMERE EWW W 6YGEN0 T90GHMFlEfl NCIE BMCINETFPP!IPBDIGINPCM1QadPD .41�9iYGMKWe riAi ECSICN5 HP 9Ca6 WPRPTC S 41uWIY W'JIE9 IIi aOW pENO ]' RrfTFR I ' \ r �a WULryNIEL aK.E i i ' / WWY32 Wp°LYtM . I 1{� T01fP91S USE '� iE'.ie ORUC YN lL MCt iOgfPEoi1 MRn W � HpIE pIUCE CIPPtllIPF0P FM1 LRfJ WEY .J �Y]1LWWS.IR'FMPPpIPHi ` � ' �mwf e YL TB rPPt NYPLE � 1 w I�� i 1� l'1� MW90WPIwi02rip FPP[E, �' EEIFBPLLPILifA9iHE0.a 'ECUPE �91 ioBOP0.EN+M I • j"•y l3fYflFRP09i i �uY •JIIHltthv`.iMEWp "CdttWLCW t'CO'6PPil PJKllEXi rams„ rosr nEu6C110Ep WrtnvrSCGla�CrvG�1 � I BOX EAVE RAFTER/ 1! ANCHORAGE CONCRETE.BASIEEP ORAGE CRETREIBAStl'W ''e BOWICORNER POST OEiAIL POST DETAIL IRRAIIL`. Nmiof fJANKILACH. �c0RNER 18 WNLYp'IO611pLnILPi i1@ I LG.14 ]Glu]AP •eCil BMEM0.1JN9EC44Elfl MYMPETCWRN VYMWE1Ff1 IMIEVC0.lCtT WABHEfl9 M1EIC'\� CLCryPl91]WNPRE gMEP / !' 6ECYaE W111tt 4111'9CFr `LNeN Ia Gbn. G94 P.LL ltl'CPASAVLTPAr£[EMr 445TX1E WGIa1p9VfifA".[ CYal2w1GIT1E 06CVaE/USi LnrYPNG \ `Bvr —Bal�eowmuienpasT IxLxlrw.r spPr r WmP µ GPMIMHM]GMP� %V.�\aLE NAIu'GUY � \ IYFTER/.W w&9 PNLWIt 1H1l'B F1 ^Y D I • • 41R.11?.TYew ip1LIV.1W 0P11M a�EEW� 2 / \ vVlEWfdEMi . 1 .: l' j. ':r` GICY(n Y:GGKRFi2ligpw. GYEAYEMM. be'a[PI WLCHC WIMCBit'HEWI-.— Y BPW WII PoS�'r MUG81 MEIn11'apFl i9NYW.S WawP. T9 LdB[ERLL ;-=� � :' 9f �pGULWNxp[aMCP ISMTPOarI !'X WLLLMVWF(BPILPIPT aPoalx / -- ryppryppar j '. NPIE: 0R1Ce MpTaeoNaEOEflIOEll0.oaap{ T. P.V1ERpP5T GABLE RAIL TO�RAFTER POST ALTERNATE POST TO CONCRETE SIDE EXTENSION RAFTER/ CONNECTION' DETAIL FOUNDATION, CONNECTION DETAIL BABASE RAIL ANCHORAGE. CORNER POST DETAIL R Fxa' O.2r PE]E it G raww p xvr. xvi rEa a euL nai swfawWau xW.xw'n a VItiFEMEx-W'i Pv.Fl>L#1BfWI11 GIWNWY' vt H� � Nnnu'u' . pe eJ"L M G0. � .. .. w x ��. q�M xWST�rI _ ""T rrt lewwEiuRaaHauwEbilS n!IEn W'. Flf-0aR[N4 iAP1pNEa4VYY{(BMTNEPE iMN1YPG 4ECH De �VEWE ' i G� ,'� NM 1 • Wl �. B ieOfM!F � SOMYR.LL0.PoPPNSFl `y I d � �+j/ GM, P:M' Gd'Cu4va d IIPwGUflMEPgqnPry r LLIN aGEaeMv.a?rl{.. F- ' � uwiwwo � uwfwu w w N �����l111111111\\�\\ I Kus:W.a �mMFBw - ETEC. Y�_uan R�Y'4MR �ME/WwID�a.eKLWMc.�on, w YHMa�S';' °"`" Ro<...M, rdraP ROOF PANEL ATTACHMENT M ,`"a eS°w N M�HFPw� al CAROLINA CARPORTS, INC. BRACE SECTION '• »LL mm vwo...•rLPro ur.em. --FIECliiO4 '. -• .oars.. ENGBNEERWO pP --•• ryrF sp YBn+t»exiw rruu.11wervvt - .wp! CN4Fc. _ _ ^'^..�:"..^.�•'••4'in...w...r.:®. 'gym �uvt1>aFl 1 I i t I 1 RAFTER POSTIDBL. HEADER DETAIL l vw TUE END POSTIRAFTER.CONN. DETAIL wrtvsv.u- SECTION THROUGH ROLL UP DOOR HEADER' xa reeve... cuatuvcza an.ax..vvw v,.a.m u9u m,aa.y Sme S y9Nwr mV mu T1.RAFTER POSTMEADER DETAIL 4 xu r„sm � 'END. POSTIBASE RAIL CONN. \J xaM. I _ RAFTER.POST/SASE OBASE RAIL CONNECTION DETAIL xaia s<W NON-STRUCTURAL HEADER, WINDOW 7.. RAIL, OR GIRT TO POST CONN. DETAIL taxio>:ala 91Y.9'6@ (1120G: ' SQiL9B EYRBIB 1 f , ,' , SECTION Hgia Sole y8 R W 09LO IYf ILI1 CMNN�1> mx sixurnv�nccen r rsuoros msvaw r.ruaewwrew Yg1a6Mf11FNf Mat Y s�`edENP[IOVWLtPAP,MEj. teen uvommvxaa nN� Iworwruuuuvxatmtx xox mucrvwl,vui.oan w'a •son. rnan mxoxams xaic nrnawr000x orexmszawisywno enusxxrmwa sw. clir roar to a.LL wuran 9me CPPo919E lYE�PENN6 POST TO RAIL, TRUSSCHORD, OR ONON-STRUCTURAL HEADER CONN DETAIL 1 narosw •' POSTIBASE RAIL CONN, DETAIL vote ,aurxwlxaie9nm:v..vrrineeteunn n waryvw u xurv>_van.. wvasawsaw'.,.tx-vvw9erw l.waeiaav, xmr9za Nsra: nwnrmnwrwvuvn., CARINA CARPORTS, INC. OL w9: BorzinxJaLSENGINEEflING SIN nY-_ F1or;Q3-Building Code Online 3 palm rill BCIS Home Log In I user Registration Hot Tapirs Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map I Links i Search I( " Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application us t > Application Detail FL # FL6228-112V0000' Application Type Revision Code Version 2007 Application Status Approve Comments Archived 0 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method PHILIPS PRODUCTS INC. 3221 Magnum Drive Elkhart, IN 46515 (574) 296-0000 Ext 257 rickw@rwbldgconsultants.com Rob Manthey tickw@rwbidgconsultants.com SCANNED BY St. Lucie County Rob Manthey 3221 Magnum Dr Elkhart, IN 46515 (574) 296-0000 rmanthey@philipsproducts.com A&JED AZ. Ray Runge 3221 Magnum Dr Elkhart, IN 46514 (574) 296-0000 rrunge@philipsproducts.comt 81r LUCIE Windows Single Hung Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Ryan J. King, P.E. ❑O Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/ W DMA/CSA101/I.S.2/A440 Equivalence of Product Standards Year 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsN Vv7gq%2fGje7aIQ%2b87a... 7/8/2013 Florida Building Code Online ; Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 04/22/2009 05/06/2009 05/17/2009 06/09/2009 Summary of Products FL # IModel, Number or IN Description 6228.1 a. Series 23V 2'6" x 3'4" Aluminum Vertical Slider with 1/8" Annealed monolithic Glazing - (O/X) Configuration Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL6228 R2 C CAC AAMA CERT 6228.1.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/24/2013 Design Pressure: +20.0/-75.0 Installation Instructions Other: See INST 6228.1 for installation Instructions. FL6228 R2 II INST 6228.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6228 R2 AE EVAL 6228.1.odf Created by Independent Third Party: Yes 6228.2 b. Series 23V 2'6" x 3'4" Aluminum Vertical Slider with 3/32" Annealed monolithic Glazing - (O/X) Configuration Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL6228 R2 C CAC AAMA CERT 6228.2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/24/2013 Design Pressure: +20.0/-55.0 Installation Instructions Other: See INST 6228.2 for installation Instructions. FL6228 R2 II INST 6228.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6228 R2 AE EVAL 6228.2.odf Created by Independent Third Party: Yes 6228.3 c. Series 23V 3'4" x 54" Aluminum Vertical Slider with 3/32" Annealed monolithic Glazing - (O/X) Configuration ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6228 R2 C CAC AAMA CERT 6228.3.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/22/2013 Design Pressure: +15.0/-15.0 Installation Instructions Other: See INST 6228.3 for installation instructions. FL6228 R2 11 INST 6228.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6228 R2 AE EVAL6228.3.odf Created by Independent Third Party: Yes Back Nezt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsNVv7gq%2fGj c7aIQ%2b87a... 7/8/2013 Florida Building Code Online The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacv 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 mall. 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: = ® EIrc[M secun http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNVv7gq%2fGj c7aIQ%2b87a... 7/8/2013 rfl PHILIPS PRODUCTS P.O. BOX 2327 ELKHART, IN 46516 SERIES 23V ALUMINUM VERTICAL SLIDING WINDOW 'NON -IMPACT' General Notes I. This product anchoring dravmig has been developed in cwnpiionce with the 2007 Florida Building Code (FBC) exckr g ase'Ffigh Velocity Hurricane Zane'. See the Cedificarm AgenryCerhTicate for siaes. specdicofiians and wings. 2. Product anchors shotl be as Wed and spaced orshawn an details. Anchor embedment to base material sha0 be beyond woU dressing, stucco. Loom brick and other wall coverirsg: 3. Wood wean shall be Installed following W(fialim inshdons ofANSI/ AF&PA NOS 2005. All other fastener types to be installed following fostenerrranufaclun:ysimiclatnn instructions. 4. Fastenerembedment depths, edge datances and centerienler defences stw0 be as specified by the fastener mcrulock r but ks no instance sholl they be less than slp nthis drawing. 5. Where shunt are wed, they mud be algid/sNP material that complies with the requirements of the 2007 FBC. 6. P&rhve and negative design pressure requkements for use with the drawing stall be delemuned by others far specific jobs in accordance with the governing code. 7. Site candl5am net covered by this drawing are subject to fudther eng1reering arsalyss TABLE OF COM M SHEETO DESCR/PI/ON 1 Typkal elevaliw. design pressures&general notes 2 2c Buck sections &bN of materials 3 stud consimtlnn sections 4 Bsrck and frame anchoring OA HN WIDTH 302T FMK FRAME WIDTH !E m s � o F /II i ouERau oE�G,vnaEssn&E�Pst�: DIAiENSfOPJ . PaSiTiuE NEGATFVF•. _-75.0.._ +20.0 m FL-6226.1 n —L W 4 Z d •e �i�n�' 05 h.. i oN` I B ;! C og*=a3 2 ,d p d BILL OF MATERIALS A X nd m „r N 3 o Y U W� K� yZ UO c� yw z km EXTERIOR INTERIOR a 1-1/4'MIN. IAr CE I --SHIM SP I:MB. pYP.I I pYP.f I C B 5 S E ' E o N - A INIEWOR o B D EXTERIOR D - a o N 9 a . 04 09 s _ _ $ N.T.S.27 j N.Ta e DWS N _ ; T HORIZONTAL SECHON 2 VERTICAL SECTION o�uwwa a°o g 2 y FL-6228.1 N sxm 2 OF 4 p g ITEM DESCRIPTION MATERIAL A I/8°SHIM SPACE WOOD B 2K BUCK SG20S5 WOOD C MASONRY-3,192 PSI MIN.CONCRf1E CONFORMING TO ACI OR HOLLOW BLOCKCONFORMING TO ASTM C90 CONCRETE D #Bzl-I/2'PPH SMS STEEL %A-P,*Cls\Proje F.Wenl.j 1401-15NIPF 1469\D. AMC Oa I,ffl,4228\11L225.dy ,1-3 W r W N Y O A0-1 N a N n n O Z A W N T n a N � � a O O A vaA SHIMSPSPACE ------ (TYP.) G3 a 4I PRODUCT: oocument. vnpone By: T i O GERIES 2� p BVIILIHG CONSVLTeM. INC. I-' SINGLE HUNG WINDOW ✓b�P...... a00 N.M.. F� Snm Iw q b \ ✓✓ Phone No.: 813.059.9197 2 PARE OR ASBEMBLY: Fland. Boon a vnls.tonol d9in.en CeAllleete / Aulho� o{Ion No...13 I^ h mVNODATIE BY STUD CONSIRUC7 ON �� j S o REVISION SEC➢ONS Lyndon F. Smmmt, P.E Y.:a4oa O aeos R.w. eun0w. co.ec4T..Te . - THE ENGINEER OR ARCHITECT OF g RECORD TO DETERMINE FRAMING REQUIREMENTS BASED ON WIND @y7 v 5 p o LOADS AND THE CLADDING BEING USED V» .y1 BUCK 3SMAK O.C. 3SMAX. O.C. O.7S 5 2X 0.75' 2X o 2 Y 6 BUCK n BUCK 9 m a q moil° E E3 E I O F MASONRY MASONRY OPE14NG OPENING o w z I �2 w yJ 2 q U V1 0 _ n o m u n BUCKANCHORING FRAMEANCHORING FRAMEANCHORING m MASONRY MASONRY 2X CONCRETEANCHOR N07ES: ).Substitution of equal concrete anchors from a tliRerentsupplermay, hove different edge dMance and cenferdstance requirements. 2 Concrete anchorlocotions of the comers maybe adusted to maintain The min edge distance to madarlainfs If concrete cnchorlocafions noted as MAX ON CENTER'masf be oQusfed to maintain the min. edge distance to morfarfoints, additional concrete anchors may be required to ensure the MAX ON CENTWdimembns ore not exceeded. 3 Concrete anchor fable ANCHOR TYPE ANCHOR :i SITE :EMBEDMENT -MIN. CLEARANCE TO ':.MASQNRYEDGE MIN- CLEARANCETO ADJACENTANCHOR- ITW 1/4- 1-1/4' 2.1/2' B' ELCO 1/4' 1-1/4' 1' 4- e DWS a LFS ram w: FL-622B.1 T 4 C 4 i Florida Building Code Online I`I` Il tom_ R. Florida Depanmerrtof acts Home Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Busines Professi al ` USER: Product Approval scaNNE® Regulation St. Luce County Product Approval Menu > Product or Application Search > Application List 11 Version 2010 FL# 6596 :ation Type ALL Product Manufacturer ALL Cry ALL Subcategory ALL :ation Status ALL Compliance Method ALL y Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ct Model, Number or Name ALL Product Description ALL ,ved for use in HVHZ ALL Approved for use outside HVHZ ALL .t Resistant ALL Design Pressure ALL (Search Results - Applications FL# T e Manufacturer Validated By Status FL6596-R2 Revision Revision Carolina Carports,Inc. Structural Components Subcategory: Roof Deck Locke Bowden (334) 300-1800 Approved History I Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emall 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: © ,ephe`cF iM Cred[t card I IS'AFE http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/5/2013 Florida Building Code Online r Uoens efhdendy. Regulate fatly. r� - Profess o a I egLIPjo : ;; N 4 e s''ear KRONE,newftsen a",. i t+tis';t*.ttA�faeigt Product Approval SCANNED " USER: Public User BY St. Lucie County Product Approval Menu > Product SearchSearch > Application List ch Criteria Version 2010 :ation Type ALL [cry ALL :ation Status ALL .y Assurance Entity ALL ict Model, Number or Name ALL rved for use in HVHZ ALL Resistant ALL Results - Applications FL# 6702 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL6702-R2 Carolina Carports,Inc. Locke Bowden Approved History rn Category: Structural Components (334) 300-1800 Subcategory: Strutu cral Wall I`Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 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 mall. 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 emall 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: CA ON RE 0 rim http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/5/2013