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HomeMy WebLinkAboutEngineering Cesar Castillo, PE Florida Reg. #68447 10500 Waves Way, Parkland, FL 33076 R E Y I E FOR Ph: 954-803-8968 - cesarcastillopabon@gmail.com PLIANC A Design Criteria&Applicable Codes: ST. LUCIE COUNTY Codes: FBC 2020 S®CCZ2_. _®jf ASCE 7-16 C/ 1 WIND LOAD CALCULATIONS Wind Velocity= 170 mph File Copy Exposure Category= C Importance Factor= 1.00 Ocupancy Category If Mean Roof Height= 15 It Gust Factor= 0.85 Kz= 0.85 Kd= 0.85 Kzt= 1.00 Digitally signed by �j C L�J L GCp= Cesar � Cesar Castillo,PE ����� 5 GCpi= , DN:c=US,st=Florida, {' lr v p=Cesar Castillo,PE, qh= (0.60)0.00256.kz.kzt.kd.V2.l Casts l�0%' e[naikcesarcastillopab qh= 32.07 psf j` Date:2021:01.22 09:40:43-05'00' P design= gh((GCp)-(GCpi)) Item Bin H in Area(SF) GCp GCp Gcpi Gcpi Pmax Pmin 1 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 2 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 3 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 4 108.00 93.00 69.75 1.00 -1.40 0.18 -0.18 37.85 -50.67 5 108.00 93.00 69.75 1.00 -1.40 0.18 -0.18 37.85 -50.67 6 1 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 1 37.85 -41.05 7 74.00 93.00 47.79 1.00 -1.40 0.18 -0.18 37.85 -50.67 8 74.00 93.00 47.79 1.00 -1.40 0.18 -0.18 37.85 -50.67 Cesar Castillo, PE Florida Reg. 0 68447 10500 Waves Way, Parkland, FL 33076 Ph: 954-803.8968 - cesarcastillopabon@gmail.com A Design Criteria&Applicable Codes: Codes: FBC 2020 ASCE 7-16 1 WIND LOAD CALCULATIONS Wind Velocity= 170 mph Exposure Category= C Importance Factor= 1.00 Ocupancy Category li Mean Roof Height= 15 ft Gust Facto - 0.85 Kz= 0.85 Kd= 0.85 Kzt= 1.00 Digitally signed by GCp= Cesar '',' Cesar Castillo,PE GCpi= DN:c=US,st=Florida, Castillo p' ,cn=Cesar Castillo,PE, email=cesarcastillopab qh= (0.60)0.00256.kz.kzt.kd.V2.1 p....on@grriail:com qh= 32.07 psf P ,'- Date:202101.22 09:40:43-05'00' P design= gh((GCp)-(GCpi)) Item Bin H inArea S GCp GCp GcpI GcpImax Pmin 1 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 2 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 3 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 4 108.00 93.00 69.75 1.00 -1.40 0.18 -0.18 37.85 -50.67 5 108.00 93.00 69.75 1.00 -1.40 0.18 -0.18 37.85 -50.67 6 74.00 93.00 47.79 1.00 -1.10 0.18 -0.18 37.85 -41.05 7 74.00 93.00 47.79 1.00 -1.40 0.18 -0.18 37.85 -50.67 8 74.00 93.00 47.79 1.00 -1.40 0.18 -0.18 37.85 -50.67 2428 Old Natchez Trace Trail TURNER Camden,TN 38320 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report FPA-Easifold-LM-AVHZ-B October 19,2020 Product Description: Origin Aluminum Easifold 3000 Folding/Swinging Doors,Large Missile Impact, HVHZ Manufacturer: Origin USA Inc.,573 Paul Morris Drive,Englewood,FL 34223 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005. This product complies with the requirements of the 7th Edition(2020)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 2428 Old Natchez Trc Trl,Camden,TN 2) Approval drawing FPA-Easifold-LM-HVHZ-B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports from Intertek/ATI,Tampa,FL: D0972.01-401-18-R1 and D0973.01-401-18-RO signed/sealed by Shawn Collins,P.E.,and D0973.05-401-18-r0 and D9570.01-401-18 j signed/sealed by Justin P.McDonald,P.E. a. Testing Performed: TAS 201/202/203-94 4) Supplemental Calculations to support FPA-Easifold-LM-HVHZ-B,signed and sealed by Lucas A.Turner,P.E. 5) Plastech compliance: EPDM/Polypropylene glazing gaskets meet ASTM E 2203 Installation: Units must be installed according to approval document FPA-Easifold-LM-HVHZ-B. Limitations of Use: This product: • May be used in the configurations indicated in FPA-Easifold-LM-HVHZ-B,with up to 12 leaves in folding doors,with 1-1/8"overall I.G. consisting of 3/16"fully tempered outboard glass,-air space-3/16HS-09OSGP-3/16HS laminated inboard glass • Requires max.glass daylight sizes of 30"x 90"as shown in FPA-Easifold-LM-HVHZ-B • Achieves design pressures of+501-55 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 6063-T5 min.aluminum framing as indicated in FPA-Easifold-LM-HVHZ-B • Requires Kuraray Sentry Glas Interlayer per Miami-Dade N.O.A.#17-0808.02. I have evaluated the interlayer material in this NOA and find that it complies with the requirements of the 7th Ed. j (2020)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Origin USA Inc:or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. pg A-jjj) �i� s Lucas Turner * *w No. 5820, 2020.10.20 �� * !W� 10/19/2020 11:06:45 r®i - - % Lucas A.Turner,P-E. � % STATE OF �„.. FL PE#58201 �rrl�►i� V REAR ELEVATION 4�CL, Vo I NbO ws I 1,IN L�L L",!h. 7ll 7.7 : z, onion C. GN FRF90FTF 'Act pWim, UVO Atfi 'AlLA L AND ALL: ts C— vER41 LE VARIES_16114 mEAF -Y"'L- 4 4 3 VAQX. rY F' I RE 1 MAX. rodsA .5LC0NL!AqV:LLAF 36?� JAWO.&VAtLAY01 rASM�XR GE CICATI.. .4 . 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SOLD CONCRETE(3000 PS Ira WTI COATEI3 CARMN STEEL OR STAM ESS STEELMI c-CON11 1 2lrr 020 2x Aft SOUTHERN PINE WOOD C-0.5S #14 _TRADE 5 WOOD,SCREW I UCAS,'A I�U{2BhE�R P.E. t1AA8; LM FiVH woa;&WAa iWAL.n��rstia ors FULLTHREAD F � � ANCHORS 1f4::GRADE 6 SELF TAPPING/ RILLM' SCREW THRU V Sf8' ILRNER T nEEERit�„:+. ICSTEEL33KSFVIELDM4:' iNS:TALL DETAILS WALL CC?NSULi1H6.It1C: 1W ELCO E-GATOR 900 SS:. 1 If4' r: r 79{ OA j. 297 } JAMONLY 2428 tvW N'ATCHE7 TRC M HOLLOW:OR,'GROUT fILEGCl1+1J:(ASTii C-M i!d'HLTI COATED CARBON STEEL OR STAWLESS STEELiKWK CUN',1 1' F IJ2" S31EE7: W Ol2;HEX HEAD:: CAMDEN 11.4'... 20, 1k";ELCO.CRETE*L©CSS4 t iH 24/r' Pti: 94t 380-T52� 4 of 5_ 0mnI Our"I r-------- FIRE PLACE 'u 0 T.2 ROOM MASTER 49 ROOM ANEW DOOR A NFWS&)R LIVING ROOM BATHROOM KIRCHEN DINNING GUEST ROOM 2 GUEST ROOM I ROOM WAKING WAKING CLOSET CLOSET HE 0 SHE 0 z aT z 0 BATHROOM Si r HALL uuNGttr SHOWER MASTER w BATHROOM pbw� ........ FLOOR GARAGEI SCAM- I IABT DALE REV: Digitally signed by Cesar Cesar Castillo,PE SHEET:1 OF 2 DN:c=USst--Florlda, :'�,cn—esar stlo,PE, Castillo, emall—C=cesCaracasiltillopabon jr6all.com PE Date 2021.01.22 09:41:23 Al 05'00' BILL OF MATERIALS g �Z BOM NO. PARTNO. SUPPLIER DESCRIPTION REMARKS � [59.00} 1 OF42 Cortizo/Vertitml a stile bottomrail Powder Coated Aluminum [75.011 2 OF41 Cortizo/Vertikal Hinge stile to rail Powder Coated Aluminum 3 OF43 Cortizo/Vertikal Jamb Powder Coated Aluminum 0 ❑ —r 4 OF44 Cortizo/VertikaL Jamb Powder Coated Aluminum c �i 5 OL9135 Schlegel Hinge Gasket -Lon ' ° n -� � o 00 6 OR1001/0111006 PMS Die Casting Hinge Zinc ZL2 7 STMOO64C Cortizo/Verdkal Polyamide strip 27mm Polyamide `— L 0 f z N —of d 8 ORI-CHEVRON Montrose Pressed chevron Aluminium 2 to 17 a o °do 9 474 Plasteeh Glazing Gasket Polypropylene o I 10 OF22 Cortizo/Verdkal 28mm Bead Powder Coated Aluminum Z w O rn 11 3434 Plastech & ket Pol ro ene 0 ¢3 12 1 Glazing See Typ.Glazing ShL 3 c 15. o -1 c 13 OF47 Cortizo/Vertikal Mullion Powder Coated Aluminum o [�3_0 ]� [7g,Ofj n w 0- a z �2 I n 14 PMS Die Cacti D-Handle Zinc ZI2 N 155.01 15 PMS Die CastingSecondaryhandle Zinc ZL2 16 PMS Die Castin Gearbox Zinc ZL2 0cv° CD 17 OF49 Cortizo/Vertikal Track Powder Coated Aluminum O Q 18 OF48 Cortizo/Vertikal Track Powder Coated Aluminum L _L O Q 19 L9141 Schlegel To Gasket -Lon z3 22 17 44 C O CL 20 OL9257 Schlesel Track sket Lon O Z 21 COR3219 Cortizo/Vertikal Polyamide strip 18mm Polyamide J 22 OF24 Cortizo/Vertikal 155 Sill Powder Coated Alumintan f Q Z —i 23 OF25 Cortizo/Verdkal 155 Sill Powder Coated Aluminum j 5 w � V) 24 PMS Die CastingTo Carrier Bar Zinc ZL2 2 13 J"40*50" r 25 PMS Die Castin To and Bottom Fork Zinc ZL2 r [52.50]'I 026 OFLBOI/OFSB01 Plasticom Him a Bushes Acetal � ', C' 0 Z Z27 Cortizo/Vertikal Door Leaf Aluminium/Pol 'de o c0oL6 of 28 Plasticom To Roller Acetal '�u D —1 Q 29 Montrose Grub Screw Hardened Steel QOL30 PMS Die Casti Bo ie Zinc ZL2 31 PIasticoin Bo ie Wheel Acetal ° " `LAT 32 Montrose Bo 'ead'ushnentscrew Hardened Steel 13 `tyttitUtqtr�r, wTc/ / 34 2OF460 CortiznN rtikal H Rebate Handleafz Stainless Aluminitnn Steel �v0 W A. '''i��i„ 6 2017 35 OF45 Cortizo/Vertikal Slamb Aluminium `* *� 36 L4.2*2.7 Schlegel Rebate Gasket N0.58204 NTS Lon er A: 2017 UPDATE =� = o ,i6T S �O Q/� 37 Origin Jamb Packet Acetal r[59.00] '� 1lTAS6� 40 JTTC-01 J Banks Jamb to Track connector Black Nylon 6 45 _ MN 10/16/2020-. 41 Plasticom ShootboltEnd Acetal iiF�aGtIA `�� B: 2020 UPDATE 42 Plasticom Shootholt Guide Acetal c �hNAtitettt� °mac e 43 Montrose I Threaded Rod Steel H FPA—EASIFOLD— iu 10/16/2020 LM—NON—HVHZ 44 OF50 Cortizo[VerdW Low Threshold Track Powder Coated Aluminum a LUCAS A. TURNER, P.E. SHEET VM=PWN 45 OF29 Cortizo/VerSkal Corner Mull Inner Powder Coated Aluminum FL PE # 58201 BILL OF 46 OF30 Cortizo/Vertikal Corner Mull Outer Powder Coated All TURNER ENGINEERING & MATERIALS CONSULTING, INC. (COA # 29779) as 2428 OLD NATCHEZ TRC. TRL. SHEET ALL ALUMINUM PARTS ARE 6063—T5 MINIMUM CAMDEN, TN 38320 PH. 941-380-1574 5 of 5 GENERAL ANCHOR NOTES: Z 1. AT TOP AND BOTTOM TRACKS INSTALL TWO ANCHORS V PER LOCATION AND AT JAMBS INSTALL ONE ANCHOR PER LOCATION, WITH LOCATIONS SHOWN IN THE ELEVATIONS INSTALLATION ANCHORS, ON SHEET 1 FOR PRODUCT PERIMETER. USE ANCHORS SEE TABLE 1 APPROPRIATE FOR SUBSTRATE TYPE (SEE TABLE 1), 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A ice GAP OF GREATER EXISTS BETWEEN PRODUCT AE—XTERIORA FRAME ANDD SUBSTRATE-OR . RATE. 3. SHIMS SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. PERMANENTLY FLEXIBLE Fz M 4. SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL X w D=N c0 CONSTRUCTION GRADE E O a0 BE BEYOND WALL FINISH OR STUCCO. ¢ N 00 5. FOR INSTALLATION TO METAL SUBSTRATES,ANCHORS ADHESIVE SEALANT �� wm MIN. EMBEDMENT, BY OTHERS = m< SEE TABLE 1 U N SHALL BE LONG ENOUGH TO BE FULLY THREADED a�^ �I' Z_M I THROUGH THE METAL THICKNESS WITH AN ADDITIONAL w 1/4" MAX. —0_ J 00 1/4- MIN. OF THREADS BEYOND. zN SHIM <ft�O L, ,t 6. A MINIMUM CENTER-TO-CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL CONCRETE OR CMU - O p ANCHORS IN ANY DIRECTION. CONCRETE/MASONRY J O SUBSTRATES SHALL NOT BE CRACKED. POLYAMIDE _ ut Z O O SUBSTRATE BY JAMB PACKER N ow O Qd OTHERS, SEE 3-LONG AT o m J LLI TABLE 1 EACH ANCHORLOC. w<� O CD O MIN. EDGE DIST.. SEE TABLE 1, w w m If') W d TYP. BOTH SIDES D 0 TYPICAL INSTALLATION STANDARD BOTTOM TRACK INSTALLATION t(��I 0 Of ANCHOR, 0 0 U SEE TABLE 1 0 Q MIN. EDGE DIST., SEE TABLE 1, TYP. BOTH SIDES INSTALLATION ANCHORS, 0 0 SEE TABLE 1 — SUBSTRATE BY 0 Z OTHERS, SEE - LL_ Lu TABLE 1 PERMANENTLY FLEXIBLE w 0 J CONSTRUCTION GRADE O x w (n ADHESIVE SEALANT o Jm PERMANENTLY FLEXIBLE z BY OTHERS CONSTRUCTION GRADE Q `v N ADHESIVE SEALANT W BY OTHERS U) EXTERIOR z EXTERIOR =P1 0 Li PERMANENTLY FLEXIBLE m< SUBSTRATE BY Z z ('� CONSTRUCTION GRADE av=i w~ OTHERS, SEE 0 CK ADHESIVE SEALANT w TABLE 1 J BY OTHERS zN SUBSTRATE BY Q g OTHERS, SEE 0 _J TABLE 1 TYPICAL INSTALLATION JAMB Q LL_ INSTALLATION ANCHORS, MIN. EDGE DIST., SEE TABLE 1, I -I oR�N gY; SEE TABLE 1 TYP. BOTH SIDES LAT TYPICAL INSTALLATION TOP TRACK TYPICAL INSTALLATION LOW THRESHOLD BOTTOM TRACK DAM sA�TI+RyF��j�� 3/6/2017 ,.\GINr,Q " sw.[. TABLE 1.QUALIFIED ANCHOR INFORMATION `* Na.582Q P * NTS LOCATION/ SUBSTRATE ANCHOR MIN. MIN.EDGE =� t1g. MEM I/6/201a HEAD TYPE EMBEDMENT DISTANCE A: 2017 UPDATE i.11 STATE OP Z� FW4 110/+6/20M.SOLID CONCRETE(2850 PSI MIN) 1/4"ELCO COATED CARBON STEEL ULTRACON 1 3/4" 21/2" :�F ,ZGIII��' ``� HEAD OR SILL: SOLID CONCRETE(2220 PSI MIN) IX'ELCO AGGRE-GATOR 300 SS 1 3/4" 1 112" ������+ NA1+ \\\`�� 8:w220�20 UPDATE GROUT FILLED CMU(ASTM C-90) 1/4"ELCO AGGRE-GATOR 300 SS 2' 2" ��Iflltlll� FPA—\ FLAT HEAD SOLID CONCRETE(3000 PSI MIN) 1/4"HILTI COATED CARBON STEEL OR STAINLESS STEEL KWIK-CON 11 1" 21/7 10/16/2020 LM—NO —HVH— JAMB: 2x MIN.SOUTHERN PINE WOOD G--0.55 MIN #14 GRADE 5 WOOD SCREW 1 3/8" 1" LUCAS A. TURNER, P.E. H DNON HVHZ PAN OR HEX HEAD ESCMFTION 1/8"ALUM.6063-T5 MIN.OR FULL THREAD FL PE # 58201 ANCHORS, 1/4"GRADE 5 SELF-TAPPING/DRILLING SCREW THRU 1/8" 5/8" TURNER ENGINEERING & INSTALL DETAILS 1/B"STEEL 33 KSI YIELD MIN. WALL CONSULTING, INC. 1/4"ELCO AGGRE-GATOR 300 SS 1 1/4" Z, (COA # 29779) JAMB ONLY: HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4"HILTI COATED CARBON STEEL OR STAINLESS STEEL KWIK-CON 0 1" 21/2" 2428 CAMDEN OLD TTNE 383 0 TRL. SHEET PAN OR HEX HEAD 4 Of 5 1/4°ELCO CRETE-FLEX SS4 1 1/4" 210 PH. 941-380-1574 _Z EXTERIOR INTERIOR 21 O EXTERIOR INTERIOR 17 7 Q 19 18 2 1 0No0 7 0 z In I+tj d. ` 20 2 1 Q C) 7 20 191 n I 16 17 Z-I 0 23 21 17 44 O r7 U, C EXTERIOR INTERIOR 22 U-)W d 21 O r' 0 O DETAIL V1. OPEN-OUT TOP DETAIL V2A. OPEN-IN BOTTOM DETAIL V2B. OPEN-OUT LOW TRACK, REVERSE TRACKS (17 TRACK, REVERSE TRACKS (17 THRESHOLD BOTTOM TRACK, 0 AND 18) FOR OPEN-IN AND 18) FOR OPEN-OUT REVERSE TRACKS (17 AND 18) O z FOR OPEN-OUT L, 5 LLJ J W 'S Ln 14 AT MIDDLE HINGE LOC. (n ::D CD LIJ z z CD o 0 ft� J o 7/16" LAMINATED GLASS O —1 I.G. CONSISTING OF: Q LL 3/16" HEAT STRENGTHENED + "0 M m o 3/16" FULLY / .090" KURARAY SENTRYGLAS 0R"'�+�: o o TEMPERED INTERLAYER + LAT o o S/S LEVER HANDLE GLASS o N v AIR 3/16" HEAT STRENGTHENED GAP tt\t\It1ntCC/// TAT, j p CARDINAL XL EDGE B ``� ttl at#* �� 3/6/2017 i a o NTS STAINLESS STEEL 10 �� V Q scut m S/S ESCUTCHEON SPACER 11 NO.$BLOT 0 NfVISON 1/6/20td e A: 2017 UPDATE EURO CYLINDER EXTERIOR ❑ 0 �� STATE �►� rs En i ♦ V&W 10 16/2020. L \Sm �i�/���'°tORAT `���� B: 2020 UPDATE mu ///•VNAL�ttt� 0ruwiuc/ FPA-EASIFOLD- TYP. GLAZING 10/16/2020 LM-NON-HVHZ DETAIL D2. HANDLE AND LOCK DETAIL LUCAS A. TURNER, P.E. �o6aaPT + (VIEW FROM INTERIOR) FL TURNER PENGINEER01 & VERTICAL DET., CONSULTING, INC. TYP• GLAZING DETAIL D1. SECONDARY AND D-HANDLE (VIEW FROM INTERIOR) 2428 OLD ONATCHEZ79RC. TRL. SHEET CAMDEN, TN 38320 PH. 941-380-1574 3 of 5 z 37 4 6 1 7 �A F O Q INTERIOR &1E11=F___1 1 Ii INTERIOR p N E❑ EXTERIOR � 00<Lj) oO o d'3 5 2 ❑ EXTERIOR z 0 DETAIL H1. OPEN-IN HINGE JAMB, REVERSE. ¢ 3 HINGES (6) AND JAMB (3&4) FOR OPEN-OUT z 5 z o n_ uj J c DETAIL H2. OPEN-OUT STILES, 1 w a REVERSE HINGES FOR OPEN-IN O [if p p 1 33 35 3fi 34 15 p U 0 Q DO 00 J CD z INTERIOR p IL C) L J cn ❑� ❑ w c EXTERIOR cn 2 7 33 z LE.I z — p DETAIL H3. OPEN-OUT LOCKING MEETING STILES, REVERSE PARTS 34 AND 35 FOR OPEN-IN J 00 34 oRAwa LAT 1 13 s 3 1 13 7 )5 45 35 otti```\�`J AIs � DATE: 7 3/6/201 7 <<ca,w SCALE: INTERIOR INTERIOR 9 N0.582©' *� NTS �� E f"! REVISION 1/6/2016: A: 2017 UPDATE REVISION 10/I6/2020: EXTERIOR 00 0 0� ��i� dI1�� � d��� 8: 2020 UPDATE EXTERIOR ❑= O O DRAWING p d z 6 13 afi t0/ts/2020 FPA-EASIFOLD- 2 6 13 a 37 LUCAS A. TURNER, P.E. LM-NON i FL PE # 58201 SHEET DESCRIPTION TURNER ENGINEERING & HORIZONTAL DETAIL H4. OPEN-OUT MULLION, REVERSE DETAIL H5. OPEN-OUT OUTSIDE CONSULTING, INC. SECT. DETAILS HINGES (6) AND JAMB (3&4) FOR OPEN-IN 90-DEG. CORNER MULLION (COA # 29779) 2428 OLD NATCHEZ TRC. TRL. SHEET CAMDEN, TN 38320 2 of 5 PH. 941-380-1574 TABLE OF CONTENTS ORIGIN EASIFOLD 3000 FOLDING / SWINGING DOOR SHEET DESCRIPTION DESIGRAT NG SURE IMPACT RATING z,3.....;;;SECVCNODETAILS NOTES LARGE MISSILE IMPACT, N O N-H V H Z 5............a.O.M. ACE DETAILS,NOTES U +50/-55 PSF LARGE AND SMALL ............ .M. MISSILE OVERALL LEAF WIDTH ice VARIES WITH LEAF TYPE: TOP/BOTTOM TRACK INSTALLATION FASTENER (SEE TABLE 4" [101.6] 36 3/4" [933] MAX., TYP., 1, SHEET 4) LOCATION, TYP., 2 ANCHORS PER LOCATION. JAMB INSTALLATION FASTENER (SEE TABLE i, SHEET 4) MAX. FROM SECONDARY LEAF 36" [914] MAX. TWO LOCATIONS 3"APART (4 ANCHORS TOTAL) AT HINGE LOCATION,INSTALLATION 1 ANCHOR PER LOCATION. ONE CORNERS, ROLLER (FORK) CENTERLINES (+/-1"). OTHER HINGE OR LOCATION AT EACH HINGE CENTERLINE (+/-1"). ONE TYP, 30" [762] METING STILE LOCATIONS, ONE LOCATION AT CENTERLINE M TOP/BOT. MAX. D.L.O. WIDTH, (+/-1") OF VERTICALS. ONE LOCATION AT MIDPOINT LOCATION AT MIDPOINTS (+/-1") BETWEEN HINGES C)N 00 TYP. ALL LEAVES z 't TRACKS (+/-1") OF EACH LEAF. (j � ;I- :D 3 Z -J0"1' QO C) g= F � H1 H2 j H3 g a H4 HS p w e mw = 2 2 2 �� 2 2 cD o � zL Na Ow L_ InwD_ u, D]J uw N u p J I j 1 -J Q \ \ 0 �y nw rnJ rn� D1 D2 qo p o> 3 3 ow r7 0 U z a g o LL_ � J z w (�i) SAMPLE ELEVATION FOR SECTION CALLOUTS; SEE ALTERNATE ALTERNATE \ NOTE 3 BELOW FOR ALLOWABLE CONFIGURATIONS MULLION CORNER 0 LLJ JAMB MULLION z z CD � 0 � Jo g Lucas Turner Q LI- 2020.10.21 DRAWN 9T: N7 19:33:17-05'00' LAT RE ONS EIIs,15V. LIU1, ABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS LARGE MISSILE IMPACT RESISTANT AND DOES NOT REQUIRE THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS `�\��`yGwA'( r DATE: 2 THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/I.S.2 A440-08, ASTM E1886/1996 (WIND ZONE 4 LARGE MISSILE IMPACT FOR ALL CONFIGURATIONS, EXCEPT 72" MAX. PANEL HEIGHT PASS-THRU OPTION, �� `'�G SAII& /�� SCALE: WHICH IS WIND ZONE 3 LARGE MISSILE RATED), AND TAS 201/202/203, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7TH EDITION (2020), FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. *+ NITS OUTSWING DOORS ARE FULLY TESTED FOR WATER INFILTRATION RESISTANCE WITH BOTH LOW-THRESHOLD SILL AND WITH SILL RISER. INSWING DOORS WITH LOW THRESHOLDS HAVE NOT BEEN TESTED FOR WATER INFILTRATI No.558201 �= RESISTANCE THEREFORE THESE DOORS MUST BE INSTALLED UNDER AN OVERHANG WITH A HORIZONTAL LENGTH FROM THE WALL WHICH IS EQUAL TO OR GREATER THAN THE HEIGHT OF THE OVERHANG ABOVE THE BOTTOM REVISION 1/8/2018: OF THE DOOR (A 1:1 OVERHANG PER FBC 1709.5.1 EXCEPTION 2). INSWING DOORS WITH SILL RISERS HAVE BEEN TESTED FOR LIMITED WATER RESISTANCE, WITH FULL WATER SPRAY VOLUME PER ASTM E 331 BUT WITH A: 2017 UPDATE ZERO PRESSURE DIFFERENTIAL. SO THESE DOORS MAY BE INSTALLED AS ALLOWED BY THE AUTHORITY HAVING JURISDICTION WHERE THE LIMITED WATER TESTING IS DEEMED TO COMPLY, OR WITH A 1:1 OVERHANG AS �,(l �TASEOF DESCRIBED ABOVE FOR ANY LOCATION. � 1 N % REVISION 10/15/2020: 90 3. ALLOWABLE CORNER CONFIGURATIONS: IN OUTSWLNG OPERATION. STRAIGHT DOORSE OR DOUBLE-LEAF SWING SMA Y BE INNG ANYOORS CONFIGURATION ITH ANY NUMBER THAT CAN OF LEAVES. PRODUCED USINGONES MAY BE LOCKING LOCATION S DOORS TRAIGHT JAMB OR AT LIOCK LOCKING MEETING STILES)G OR OUTSWING OPERATION, ERODOOR?SIDE /�Sh�ORID ```� B: 2020 UPDATE PASS CORNER HRUCONFIGURATION DOORSARELSE SECONDARY PAS PANELS ON ONE SIDE AS INDICATED CORNER TEST MULLION REPORT K3 N H-450 OTHER SIDE THE JAMB LOCKS TO THE CORNER MULLION. STRAIGHT DOORS ALSO AVAILABLE IN 72" MAX. PANEL HEIGHT //`VNA������ DRAWING p FPA-EASIFOLD- 4. THE DESIGN PRESSURE RATINGS AS SHOWN ON THIS SHEET, ARE AS LIMITED BY ASTM E-1300 GLASS TABLES, AND TESTED WATER, STRUCTURAL, AND CYCLIC PRESSURES. 10/16/2020 LM-NON-HVHZ 5. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE LUCAS A. TURNER, P.E. INTO WOOD SUBSTRATE. SHEET DESDRIKION 6. INSTALLATION OF 1X OR 2X WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE FL PE # 58201 NOTES, PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE VERIFIED BY TURNER ENGINEERING & THE CONTRACTOR OR A.H.J. CONSULTING, INC. ELEVATION 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED, SHALL BE PRESSURE TREATED, WITH (COA # 29779) EITHER A TREATMENT OR COATING COMPATIBLE WITH 6063-T5. ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER WINDOW MATERIALS. 2428 OLD NATCHEZ TRC. TRL. SHEET e. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED, SIGNED, AND SEALED BY A FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. CAMDEN, TN 38320 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT. PH. 941-380-1574 1 of 5 2500 [98 7/161 00 rn Ln _N (V IRA Suitable for apertures 1200mm[471/41 to 3600mm[141 314]wide and upto 2500mm[98 71161 tall These doors can open left or right and open In or out Can't find the configuration your looking for?Contact us on 08454506662 or email at info@ongiirglobal.com