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Home My WebLink AboutNOA; Wide Glazed Wood Sectional Garage DoorMIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DfsYgmer,-Doors;zIn z 702 St. River Walls, WI 54022 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or,the AHJ`(itr areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product on material fails to perform in the accepted manner, the manufacturer will incur the expense "of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi hhVVelocity Hurricane Zone. j APPROVAL DOCUMENT: Drawing No. 1140, titled "10%6" Wide Glazed Hurricane Impact Wood Garage Doors", sheets 1 through 5 of 5, prepared.by :W. W. Schaefer Engineering &Consulting, P.A., dated 07/24/2002, with last revision Cl dated 11/15/2010, signed and sealed by Warren W. Schaeferj P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: A permanent label with the manufacturer's name or logo, m; number, the positive and negative.design pressure rating, indicate impact rate drawing reference number, approval number (NOA), the applicable test .star( Dade County Product Control Approved' is to be located on the door's side t panel. RENEWAL of this NOA shall be considered after a renewal application h in the applicable building code negatively affecting the performance of this p TERMINATION of this NOA will occur after the expiration date or if thi materials, use, and/or manufacture of the product or process. Misuse of this r for sales, advertising or any other purposes shall automatically terminate this of this NOA shall be cause for termination and removal of NOA. afacturing address, model/series if applicable, installation instruction -ds, and the statement reading `Miami - A, bottom angle, or inner surface of a been filed and there has been no change has been a revision or change in the A as an endorsement of any product, )A. Failure ,to comply with any section ADVERTISEMENT: The NOA number preceded by the words Miami -bade County, Florida, and -followed by the expiration date may be displayed in advertising literature. If any portion"of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b; shall be available for inspection at the job site at the request of the Building ( company letter from Designer Doors, Inc., is required, proving that the 10`-6 Door was purchased from them in order for this NOA to be valid on any job. This NOA renews NOA # 11-1006.03 and consists of this page 1 and evider document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. . APPROVES the manufacturer or its distributors and fficial. An original signed and sealed wide Glazed Wood Sectional Garage page E-1, as well as approval NOA No.12-0824.02 Expiration Date: October 10, 2017 Approval Date: November 21, 2012 Page 1 RAWALL E. STOFFT ARCH EcIra9 P,& 79 AR#Q399105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This review is only for general conformance evil) the deaisn concept cf, t,e project and gera,ai compliance with the information gi✓i n in f e documents, Co�;c�o s or con;me. its made of the shop dr '..i va wring this revimv do no re!W;�� t a cc tractor from contpliancd Mill the require- rrsnts of the p; ns and specif tions. Approval of a specific item shall not lx de approval of all ossembly of whlch the item is a component. Con tracror is responsible far: Dimensions to be confirmed and correlated at the job sltla, Info:17nation that pertains solely to the fabrication processes or to ti:e means, methods, techniques, sequences and procedures of construct tion: wor dinatlo)t of the work of all other trades: and for performing @11 work in a sala and satisfactory manner. DATE 4.101) A> By'. MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Designer Doors, Inc. 702 Troy St. River Walls, WI 54022 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or -the AHf`'(irr areas other than Miami Dade County) reserve the. right to have this product or material tested for quality assurance purposes. If this product or (material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ' This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:101-6" Wide Glazed Wood Sectional Garage Door APPROVAL DOCUMENT: Drawing No. 1140, titled "10%6" Wide Glazed Hurricane Impact Wood Garage Doors", sheets 1 through 5 of 5, prepared by :W. W. Schaefer Engineering & Consulting, P.A., dated 07/24/2002, with last revision Cl dated 11/15/2010, signed and sealed by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. i MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami - Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and -followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by (the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. An original signed and sealed company letter from Designer Doors, Inc., is required, proving that the 10`-6" 1 wide Glazed Wood Sectional Garage Door was purchased from them in order for this NOA to -be valid on any job. This NOA renews NOA # 11-1006.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.12-0824.02 Expiration Date: October 10, 2017 Approval Date: November 21, 2012 11 &11 A f Page - Designer Doors, Inc. N A. DRAWINGS "Submitted under NOA # 10-1119.01 " 1. Drawing No. 1140, titled "10'-6" Wide Glazed Hurricane Impact Wood Garage Doors", sheets 1 through 5 of 5, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 07/24/2002, with last revision C1 dated 11/15/2010, sigi ed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted under NOA # 10-1119.01 " 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram on a Series/Model H2/4 Section, glazed garage door, prepared by -Architectural Testing, Inc., Test Report No. 94833.01-201- 18, dated 01/13/2010, signed and sealed by Joseph A. Reed, P.E. 2. Addendum letter to Test Reports No. 87472.01-201-18 land 87473.01-201-18 on Forced Entry Test per FBC, FBC 2411 3.2.1, TAS 202-94, prepared by Architectural Testing, Inc., dated 08/18/2009, signed and sealed by Joseph A. Reed, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test Loading per SFBC, PA 202-94 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94 3) Large Missile Impact Test per SFBC, PA 201-94 along with marked -up drawings and installation diagram of.a glazed wood clad garage door, both prepared by Architectural Testing, Inc., Test Report No. 02-33027.01 and No. 02- 33946.01, dated 10/10/2001 and 03/07/2002, signed and sealed by Allen Reeves, P.E. and Steven Urich, P.E. respectively. "Submitted under NOA # 02-0807.01" C. CALCULATIONS "Submitted under NOA # 10-1119.01 1. Anchor verification, prepared by W.W. Schaefer Engineering & Consulting, P.A., dated 11/27/2001 and revised 11/15/2010, signed and sealed by Warren W. Schaefer, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" approved on 09/08/2011, expiring on 12/11/2016. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,'l Inc. for their "Saflex IIIG" approved on 05/05/2011, expiring on 05/21/2016. j F. STATEMENTS "Submitted under NOA # 11-1006.03" 1. Statement letter of conformance to FBC 2007 and 2010,1issued by W.W. Schaefer Engineering & Consulting, P.A., dated 09/26/2011, signed and sealed by Warren W. Schaefer, P.E. 2. Statement letter of no financial interest, issued by W.W. ISchaefer Engineering & Consulting, P.A., dated 09/26/2011, signed and sealed by Warren W. Schaefer, P.E. 1 rt 14 Zd 12 Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0824.02 Expiration Date: October 10, 2017 Approval Date: November 21, 2012 E-1 k DRAVANGS AR B. DETERMINE THE POSITIVE & NEGATIVE DESIGN WADS TO USE WHEN REFERENCING pR AWCT SPkT61Ea TAPPLICABLE MAY NOT G USEDTH, wW* wits, - 1. THESE GARAGE DOOR SYSTEMS NAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN THESE DOCUMENTS IN ACCORDANCE WITH THE GGVMNING COOS AND GOVERNING WINO p TxE A96EMRUN AND GB NSTAUARDN CT , PRESSURFs NOT TO EXCEED THOSE SHOWN N THE ALLOWABLE DESIGN- PRESSURE TABLE(S). VELOCITY. FOR WIND LOAD CALCULATIONS N AIXbAppL.ICE YhiH THE FLORLDA BUHLo ALLOWABLE DESIGN LOAD OTHER PROWCT N� ANY rHEY De UbflN .10 07/24 2. OPENINGS. BULDNG & BU"GAI FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO CODE, A DIRECTIONALITY FACTOR OF Kd o DO MA• BE APPLIED WHEN USED IN aA RATIO AHO OA LOCAL APPROVAL OF .TRANSFER WIND LOADS TO THE STRUCTURE.' CONUUNCTION WITH LOAD COUSINATIONS SPECIFIED IN SECTION 10 OF THE ASCE 7 POSITIVE NEGATIVE A+1' PnO XUei Nrr(PITDDUCED.Or THE ' d ALL HARDWARE &. FASTENERS SHAL4 BE N ACCORDANCE WITH THESE DRAWINGS & SMALL HOT STANDARD. eIAAIIF ER ax TNF7E I GS. VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWNGS. SPECHREO ANCHOA EMBED TO BASE B. NO INCREASE IN ALLOWABLE STRESS HAS PEON USED IN THE CERTIFICATION OF THIS ¢8 PSF 65 PSF iT _ MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. PRODUCT. WIND LDAO OURAIM FACTOR Cd + 1.6 WAS USED MR WOOD SCREW ANALYSIS 4, THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED de PROPOSED ONLY. FOR IMPACT. CYCLIC & UNIFORM STATIC AIR PRESSURE TESTNO IN CONFORMANCE WITH THE FLORIDA 10., AD WOOD. MEMBERS OF DOORS THAT MAY POSSIBLY COME TIRO CONTACT WITH SEE INSTALLATION • BUILDING CODE PROTOC:AIS 1AS^201. 202 & 203 FOR LARGE MISSILE IMPACT GIUTAGE DOORS. MASONRY OR CONCRETE SUaMTES. ARE $OBJECT TO LSONSTURE &&//OR ARE SUNMEOT TO 5 1/4" DETAILS ON SHEET g S THESE GARAGE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE THE'OUTSIOE ENVIRONMENT SHALL 8E OF AN APPROyc0 DURABLE SiPER A OR BE TREATEDVERTICALS) gg AI `RMIIREMENTS OF THE FLORIDA GUDDINO CODE OC) INCLUDING HIGH VELOGIY HURRICANE ZONES IN AN APPROVED METHOD WITH AN APPROVED PRESONATEVE PER FOG SECTION 2326. (TYP. ALL VERTICAL$) R 6. IMPACT SHUTTERS ARE NOT REOUIRED WON THESE' GARAGE DOORS. 0. I .01 Ip y 7. ALL ANCHORS SECURING *DOORS TO PRESSURE TREATED BUCIf3 OA WD00 FRAANO SHALL 6E r 3 y CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN. THE WOOD. SECTION SEE SECTION_ CONFIGURATIONS ON SHEET • C SCALE: 3/4"=1'-D' A oay�rElflFgFf�tp� ✓.py R R 2 FOR MAKE-UP OF PoWRA)crrRE?W"D 1 2 cba M a+ +T�++6.�HaWFlnp.la.. A 1 1/2" OOTpll0l0lb 1y-- 126 MAX. DOOR WIOTH 1 7 /2" ANGLE ANCHOR (SEE INSTALATION DETAILS ON SHEET 4) C AccoplAMHD 12-- 4.02 I g s G F y�,1r. 1 017 t0 8 . 4&iz 1� /- nf� 6 1/8" MIN. B 3 7/16°+/- 1N' Pi ConRd 0 =14.69" 14.69" R . z N • I • �,i 1 .9 1 7/16" MAX. `/ t] }i o ' 7 / / I / 19° MAX. I // " o I 52 3/4" MAX. D.L.O. 25 3/8 D.L.O. / TO $ N I I 1 4-20 BOLTS SEE DETAIL 2 I I 30" w 1 (2 PER TRACK ON SHEET 3 3 11 z p- a I I SECTION END N m I I TO ANGLE) 9 1 II e I I e I SEE DETAIL 4 I I ON SHEET 3 A 5 SEE "MIDDLE HINGE METAL" MAX. 18' m I ADDITIONAL 1 I I 4 ON SHEET 4 TO 1/4-20 BOLT SEE DETAIL 1 I 4 1/2" 1 22 3/8" b rn I I SECURING ON SHEET 3 z I I TRACK TO ANGLE ` 3 I (TYP•) SEE "EDGE HINGED AIL' SEE SLIDE LOCK DETAIL" MAX; .19" I I ON SHEET 4 ON SHEET 4 22 3/8" gyp O_ .hjg- SEE SECTION �i CONFIGURATIONS 2 4 3cg d ON SHEET 2 29 7/8" MAX. 28 5/6" MAX. 28 5/8" MAX. 29 7/8".MAX. —� 3 1/16" MAX \\ TfFf FOR MAKE-UP —� 25 OF PANELS 12 3/8" MAX. TO 29 1/ I (' • o• SEE DETAIL ON SHEET 4 o 12 1/4" ` •4 '-� `• C 6 INTENIOR ELEVATION 1 5/6" 5 1/6 SECTION B i0 A MAXIMUMEIOF 24GHT AFT.BPROVIDING INCREASADDITIONAL ED BY UP TCENTER PANEL(S) IPLACED. IT l� BHw NO. SCALE: 3/4'•=1'-0" 1 2-LIGHT DOOR SHOWN; SEE SHEET-2 FOR 3-LIGHT CONDITION. Gy 5 ' 129" MAX. DOOR WIDTH 5 1/4' S 1/4- um 5 I/4' MIN. ' 52 J/4' W1X. O.LO/� 7/D aI1 MIN. 238' TO 19" MAX '� GFNTIN TRIM BOARDS W1X. 18' TO 22 3/D" II(NIIF(-.I;'II 41/z° DOOR � FACE I T0� H'. I .n 41/2' 3 1/a• 20T1/2' EXTERIOR ELEVATION BMIN. (2-LIGHT DOOR SHOWN; SEE BELOW FOR TYP. ELEVATION 1 OF 3-LIGHT DOOR SECTION ALSO APPLICABLE) 1 3/8" THK. WOOD FRAME MEMBERS aR (5 1/4° WIDE AT VERTICAL PERIMETERS & INTERMEDIATES; 5 1/8" WIDE AT. TOP & BOTTOM HORIZONTALS; 2 1/2" WIDE EACH SIDE OF HORIZONTAL PANEL SEAMS) TO BE DOUGLAS FIR. 1/4" SUPER -PLY PLYWOOD R FACE & EXTERIOR) TO THE PANEL FRAME PRoa��E WITH GLUE &o LS�ECURED (TYP.) Amept—,w 1 3/8" POLYSTYRENE By INSULATION Mimi AoAM Caoboi I MIN 3/4" THK. RAISED PANEL WITH 3/4" THK. FACE BOARDS. SECURED TO THE PANEL FRAME & STILES WITH GLUE & STAPLES (TYP.) 8 1/4' TIP. RAISED PANEL u' NOTE: GLAZED DOOR SECTION MAY BE LOCATED EITHER AT THE TOP OR TOP MIDDLE SECTIONAL OF THE DOOR. 1 3/8" THK. WOOD FRAME MEMBERS (5 1/4' WIDE AT VERTICAL PERIMETERS 5 1/4', & INTERMEDIATES; 5 1/8"" WIDE AT MIN. TOP & BOTTOM HORIZONTALS; 2 1/2' WIDE EACH SIDE OF HORIZONTAL PANEL SEAMS) TO BE .DOUGLAS FIR, 1 3/8" POLYSTYRENE m° =i INSULATION �r /4' SUPER -PLY PLYWOOD �7 (INTERIOR & EXTERIOR) Y 4 SECURED TO THE PANEL FRAME & STILES WITH GLUE & STAPLES (TYP.) MIN. 9/16" THK. V-GROOVE WOOD FACE 2" WIDE (MIN 4' WIDE STRIPS) BASE STRIP TYP V—GROOVE PANEL (V-GROOVE MAY RUN IN -ANY DIRECTION) 128' MAX. DOOR WIDTH 5 1/4' MIN. 5 1/4' MR. !llAX. MAX.MAX.01.0. • 4 i/2' MIN, Ta 8" JD 17 8' • MIN. • DOOR FACE MAX. 16" T-O..-2-2`-3•/8' MAX 16" • 2° EDNOEO BOTTOM BOARD TO 22 3/8' MAX. I Ir. 20 t/2' I28" MAX, DOOR WIDTH - TYP. FLAT PANEL . s t/4" "" 5 1/0 MI"' EXTERIOR ELEVATION (2-LIGHT DOOR SHOWN; SEE BELOW FOR TYP. ELEVATION 52 3/4° MUG O.Lo 4 7/8° UK /� MA)� , 25JQ 9 OF 3-LIGHT DOOR SECTION ALSO APPLICABLE) 1/2' MIN. . 1 3/8" THK. WOOD FRAME MEMBERS (5 1/4° WIDE AT VERTICAL PERIMETERS MAX ter & INTERMEDIATES; 5 1/8" WIDE AT TOP & BOTTOM HORIZONTALS; 2 1/2' 0 R FAO TO 22 31W 'WIDE EACH SIDE OF HORIZONTAL PANEL SEAMS) TO BE .00UGLAS FIR. MUG. 18' ' 1 3/8" POLYSTYRENE TO 22 3/8' r INSULATION 1/4" SUPER -PLY '"=•' PLYWOOD (INTERIOR mm FACE) 25 3/8' To 1/4" SUPER -PLY 20 1/2° PLYWOOD MIN. 1/2" THK. TYP. V-,GROOVE PANEL PRIMED Moo PLYWOOD EXTER19R EL,E2 IL[y SECURED-TO-THE_PANEL _ _ (V-GROOVE MAY RUN IN ANY DIRECTION) FRAME & STILES WITH T�yypp LAT PANEL GLUE & STAPLES (TYP.) (2-LIGHT DOOR SHOWN; SEE BELOW FOR TYP. ELEVATION TDTT7D OF 3-LIGHT DOOR SECTION ALSO APPLCABLE) aroomcf wimw Ize' MAX DOOR WIDTH- 12. •........ S I/4" MIN. S I/4' MIN. tt% �'" ••''��i NUT. RNT1NIl4iRV1Y® ro M 0 �� 2S 3/e° �haW,lylhwL►MI'Y� '^ 42 II \4 1/2° MIN. TO 1 O1 ') D.L.O. RESTRICTED BY 2-LIGHT D.L.Q. MAX. M ' • PAY . j°� TYP. 3—LIGHT SSE d a of SEE GLAZING 9 DETAIL y . . 1 1/2" BRAD NAILS „ 11 2 SEE GLAZING WITHIN 1 1/2" OF or ,I OPTIONS BELOW ENDS & MAX. 3" O.C. I 2 - 7/18" X 1" GLASS STOP (DOUGLAS FIR) GE 1200 STRUCTURAL 7/16° o n 4.5 STRUT IS PLACED SILICONE FA SIDE flF MIN. BITE 12 g I l J OVER HINGE AS 15 SHOWN AT GLAZED SECTION OF DOOR TRIM BOARD TO 7 1 MATCH EXTERIOR PANELING 1 Y 12 +Q 1/4' SUPER -PLY 17 Q EXTERIOR (2 LAYERS GLUED I 14 2.5 & STAPLED TO FRAME) SEE 8 O I 7 RA CHEMREX 948 ADHESIVE GLAZING ° 5 FRAME MEMBER (CONTINUOUS) DETAIL p PANEL 15 2 (DOUGLAS FIR) '. (REF.) I 1 2 MIN.1/2" � ci „ DETAIL 2 PANEL GLAZING DETAIL- 9 ° (REF.) GLAZING OPTIONS: OPTION l: 3/8". LAMINATED GLASS (1/8" $ -� 2 13 AN/0.09 SOLUTIA•SAFLEX JUG PVB/1/8" AN) 3 �� JN 11 2 OPTION 2; 3/8" LAMINATED CLASS (1/8" g ago 3 I D ETAI L 4 AN/0.09 DUPONT BUTACITE PVB/1/8" AN) 15 7/8" W o I MIN. 15 I I ® ® 5 1%4" 8 1/8° MIN. TRIM BOARD TO I I O 1e MIN. TRIM BOARD TO 4 7/87 MATCH EXTERIOR i MATCH EXTERIOR MIN. PANEl1NG O I E GLAZING 5 I I 6 FRAME MEMBER DETAIL 5 I (DOUGLAS FIR) 2 1/2" I 2 r1\ I ® O ® MIN. 1 3 8" III o 0 o FRAM MEMBER (12 LAYERS GLUED ° h T (DOU LAS FIR) & STAPLED TO FRAME) 3 3+8 PANEL I 13 DETAIL J SEE INSTALLATION DETAJLS 1�4" SUPER —PLY STRUT BEYOND (REF.): ••.,,� a ON SHEET 5 FOR DETAIL (( LAYERS OWED OF TRACK INSTALLATION & STAPLED TO FRAME SECTIQN SCALE: 1/4 FULL DETAIL 1 = olnialtEMWIED sECTloiv D�ulnzxevsn .aonucTrls�ut, �°� BaiNiy lbt •OZ SCALE: 1 4 FULL"almin3 roonRtylgywM�io lilmN� MmMgLYltrwHib�YoF7�W R d,111400 •03 , we/� o aii Pfo&ldCa*w Roo" M•w 2l .W_pt 1140 C •• SHEEP NO. . OF A 0 MIDDLE HINGE D ET, 2.416 0.105 ® 0.5 0.61.58000 1 .13 m 1.300 I r+ 20 GA PIN 1. 1 - ILI .50 ® _ OR 1.80 2.625 0.500 O DOUBLE PIN HINGE 0.740 -- 1.496 3.307 �.- 0.984 - - o TT -� 0.157 0.740 T- T7 087 0.472 I+-'0.472 7.6:6 0.438 -- �- 6:688 - 1.76 T[ r0531 Oy LON ROLLER WITH AISI STEEL R00 0250 THICKNESS = 20 GA. 0,500 '(0.034" FINISHED) g LF3.000 O 3" REINFORCING STRUT �/ SINGLE PI 7.000 �O079 N� R=0.45 - - - OTRAC 7O ADJUTOP BRACKET �- 0.290 STABLE 1.000 1.500 AawAm Ato -BOTTOM CABLE BRACKET s 30 4.25 OR 5.00 --p 1 J30 1.280 1.500 22 000 L�.l20 0.500 D=00 0.500 0.35 19 1.300 SLIDE LOCK DETAIL 20 '(MAY BE LOCATED AT 2.aao f •- 0.630 PIN EITHER SIDE OF DOOR) ?-0'28 0.105 O HURRICANE 8�3ACKEf 0 0 1.78 1.780 2.97 4.540 0.1 J 4.300 y 0.083 Z D=0.31 N d' N0.34 ---- - D=0.29 _ __- o28 ® ��/ \ X r ----®--- ----- .0Vo I t.fi48 1.700 I os2s ® ®-m � ®TRACK .ANGLE _ -D=0.47 0.10.5 -0.469 •0_0.35 ._._ - _ _ - 4.700 00000 �0.394 y PRODUCT RENMW 00 0 aft tLewN3- Mlla �V�' i WQQVA BV1171D N oojMMIMP1a1i �a Aeisq�ee fro 2 g OZ B-i�ar p 0.551 Bginum AaMfYptold�G�'y� �. 00 0 0 0.965 µ � a cat 6 � 100.276 22 SLIDE LOCK N S� dpN' o ro N z 04.$ o �Wco o � x U -p2 N 77 •5 a • � z • • U lY a 1140 1 C SHEEP "o' 4 OF5 MIN, (4) -2X- STUDS .(SYP WITH S.G.=0.55 MIN.) REQUIRED BY OTHERS--,, 8/16" LAG BOLT WITH—� MIN. 2 1/2- FRAMING EMBED TO PENETRATE EITHER OF THE FRAMING STUDS (PREDRILL 3/16" DIAL HOLE IN FRAMING) OPTIONAL TRIM PIECE--- 3/4" MIN'. 3/8" DIA. RAWL POWER -BOLT, HILTI KWIK 'BOLT 3 OR RAMSET REDHEAD DYNABOLT'EXPANSION ANCHOR (N+IIN. EMBED INTO SUBSTRATE J OPTIONAL TRIM PIECE NOTE CONCRETE MUST BE MIN 2000 PSI 3,.., MIN. i:::• e : �: ° ,• ` +' �'+Lti :i;;i wt. b • `d ;"!x; "' REM # PART REM OESCRIPHON • MANUFACTURER NWES PARTS 8: HARDWAREPto 11„ '1 030 0269 RO NriON W AISI 1045 SiL ROD 2 1030-0213 3 NFORONG SMUT PER PANEL c lV 60 I EEL 1 3 2e -0123 xuw6cuag ePACIaT CALK 36 KSI STEEL 4 1U0g SINGLE•ROLLE HINGE CALV. 38 KSI SIE L g 5 W0-24 b OOURIF ROLLER WNGE NLV. 36 KSI STEEL 6 1030-GO84 BOTTOM CABLE BRACKET CALV. 38 K51 stEEL 7 030-0237 ADJUSTABLEP RACKET 0 V. 36 KSI STEEL 8 1G30-0055 TRACK ANGLE EREU C&V. 33 KSI STEEL 9 t030-0227 VERIICAI TRACK BZ. TRACK SIMRAR CALV. 33 KSI STEEL 10 1Q10-0053 HORIZONTAL REMFORCFkENT ANGLE OALV. 33 KSI STEEL MISCELLANEOUS FASTENERS t14 T 1 1/2 HEX Tuvmt HM LM XCRHY AFNEO qql w m• c1x ENOTiX L • STALATION DETAIL " I INS.TALATION DETAIL DIRECT T0_WOOD FRAMING DIRECT TO FILLED BLOCK OR SOLID CONCRETE MIN. (4) 2x_ sTuos (sYP WITH'S.G.=0.55 MIN.) 3/8" OIA. RAWL POWER -BOLT, 3 µ REQUIRED BY OTHERS 3/4' MIN. HILTI KWIK BOLT 3 OR RAMSET MIN. 5/16' LAG BOLT WITH REDHEAD DYNABOLT EXPANSION ANCHOR (MIN. EMBED INTO ::'+ MIN. 2 1 /2" FRAMING EMBED TO PENETRATE SUBSTRATE 3" ) ' �' �'�� e EITHER OF THE FRAMING MIN. 2X6 N0. 2 b STUDS (PREDRILL 3/16" SOUTHERN PINE DIAL HOLE IN FRAMING) PIT. MIN. 2X6 NO. 2 OPTIONAL TRIM PIECE SOUTHERN PINE:':A�iP.T. NOTE: CONCRETE MUST'"' BE MIN 2000 P51 OPTIONAL TRIM PIECE---.- I INSTALATION DETAIL v SHIMMED TO WOOD FRAMING L I6 wcft AXOHAR MT RIP A MORON W TWlf1 MM PER 0Rx0AAMM01 OTSwL W 0 tW iT F (A 0O 17 I -10 X 0 4 RO IIEIX IAMM OMIT 4 MT WICK LFAX TO AWE 1 — 14 X 1 I/E ROi fWIKR XG0 IM SWEW 10 fill..ORGY Cott wxw p 9 14 X 1 119 10R WAWNA RM - tiylEiM 14 PER S1WE LM lDCNG HARDWARE22 lJ 1030-01 9 SUOE LOCK StEEL 1018 ZINC PLATED Z o PANEL NOTES: 1. HORIZONTAL & VERTICAL FRAME MEMBERS ARE EDGE 'GORILLA Qo g o COPED,' BUTTED TOGETHER & GLUED WITH GLUE.' o �� IN ADDITION, THE VERTICAL MEMBERS ARE SCREWED TO THE HORIZONTAL WITH 2 NO. 8 X 2" SCREWS ANGLED N FROM THE BACK FACE OF THE DOOR 2. SUPER -PLY PLYWOOD IS STAPLED TO THE FRAME WITH 4 a n8o 00 18 GA. X 5/8" X 1/4" STAPLES AND GLUED WITH CHEMREX 948 URETHANE ADHESIVE. do Lx C90 CONCRETE BLOCK 3. THE EXTERIOR PANEL/STRIPS ARE ATTACHED TO THE WITH MIN. 2000 PSI SUPER -PLY AND FRAME WITH 18 GA. X 1 1/2- X 1/4' cw w GROUTED CELLS OR STAPLES AND CHEMREX 948 URETHANE ADHESIVE. rc MIN. 2500 PSI SOLID 4. EXTERIOR FINISH WOOD (PANELS/STRIPS) USED IN TESTING x CONCRETE WAS NO. 2 WESTERN RED CEDAR WITH A SPECIFIC GRAVITY OF G = 0.32. OTHER WOOD SPECIES APPLICABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY z� m OF 0.32 OR GREATER. 5. ALL INTERIOR FRAME MEMBERS SHALL BE z� NO. 2 DOUGLAS FIR WITH G = 0.49. p �0 6. IT IS THE OPTION OF DESIGNER DOOR TO INCORPORATE AN INTERIOR FINISH FACE ON ANY DOOR. THIS FACE SHALL '; ° 44, BE EQUAL TO THOSE EXTERIOR FACES APPROVED PER THE M1 Z DETAILS ON THIS DRAWING AND BE SECURED TO THE DOOR IN THE SAME MANNER AS THE EXTERIOR FACE, THIS o -- -- -- INTERIOR FACE SHALL BEAN -ADDITIONAL -LAYER AND SHALL- NOT REPLACE ANY LAYER SHOWN IN THE DETAILS ON THIS ' SHEET. ALSO, ALL HARDWARE LAG SCREWS SHALL BE LENGTHENED TO MIN. 2 1/4" TO ALLOW FOR THE ADDITIONAL 3i4 THICKNESS OF THE ADDED INTERIOR SKIN. ' ' .• L ��psl�lw T i!_Y4 W oY PRCOUE.T RENBWP.D taompma81}LTXW -amNTI+f 1WiMIlerb d. aatA�i1Rw10M1b i7atld. 4, M L9Wi15Le®Cb� LOWtWIIttToOe h{ODtI[.7818v19PD a 0 O yQ. 3„ Ha.PLoeeDrnl2-o____ .8,E+42 —t9aWlWlro Z_ bRWd�Mr�raifAt �tn w v it m• a B3mm� �i ' ETA �%•.,• DMUNG NO 1140 C SHEET NO. .rl OF r1