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HomeMy WebLinkAboutBuilding Permit Application (2) M IAM 1•DADE INUAW11-DADE COUNTY a PRODtr'T CONTROL SECTION 5 SW 26 Street,Room 208 DEPARTMENT OF REGULATOY AND ECONQtI C, ;S,O;IJRCF�S;lam, Miami,Florldi 33175-2474 BOARD AND CODE ADhIINIST ATION DIN'ISIQly' - - �p T(786); t5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N.°" ww.miamidade.eovleconomv DAB Door Company,Inc. FEB2 2016 12195 NW 98"'Avenue ` Hialeah Gardens,FL 33018 PERMITTING SCOPE: St. Lucie County, FL - - 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(in 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 maturer, 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:Hui3•icarie Master IVIode1-82 %$11 Steel Sectional Garage Door up to 9'-�#"Wide w/ Window Lite Option(DP+50:0,=5U.0 PSIS APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional Garage Door,",sheets 1 through 5 of 5, dated 02/01/2001,with last revision I dated 11/03/2014,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING!Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,-model 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. `1lRMINATION 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 because 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. This NOA revises NOA#12-0110.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. SNDA-No.14-0814:0,1 rnA k,DADECOUNTY k xpirafion Date:_August 9,2016 i a Approval Date*Feliruar�5,2015 �Jl1q DAB Door Comnany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUMOTTED A. DRAWINGS 1. Drawing No.01-09,titled"Sectional Garage Door", sheets 1 through 5 of 5,.dated 02/01/2001, with last revision I dated 11/03/2014,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Srtbodded under NDA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94- 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No.HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,P.E. "Submitted tinder NOA#09-0128.04" 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.Font,P.E. "Submitted tinder NOA#01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No.HE,TI 01 974A,dated 01/29/2001, signed and sealed by Hector M. Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing,Inc.,Report No. HETI 01-969, dated 01/18/2001,signed and sealed by Hector M.Medind,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A. Jackson,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 E-1 ' DAB Door Comnanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "SS`ubn:itted under NOA#09-0128.04" 2. - Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(R.ER) E. MATERIAL CERTIFICATIONS L . Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11)29/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved ort 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/106011 and expiring on 01/11/2017. 5. Notice of Acceptance No.10-1129.04, issued to Cellofoain North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"PVC Extnision Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance.to the 5s`edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad ANnad,P.E. • _ F Carlos M.Utrera,P.E. Product Control Examiner NOA No.14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 E-2 a 7-1/2"X 3'X.071"GALV.STEEL TOP FIXTURE 5-1/2"X 2-3/4"X OX. V o END ROLLER HINGE __ _STEEL PLATE WITH ONE 5/16-18 MS W/NUT 4 W/(6)R14 X 5/8"SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER 11-0 WITHOUT DELRON SLEEVE (STI.) �'O (8)X14 X 3/4'SELF DRILUNC SCREIYSTO BE INSTALLED ATc WITH DELRON SLEEVE(OPTIONAL) f� ``\\ CENTER STILE Z 0 jr Q O 1 CENTER STILE Q �, aa 6 i � O 1 Arc 1 --------- X v 7-1/2'X 2-1/4"X.071' ---- - I Q a 1a.p 1\1 O GALV.STEEL CENTER HINGE m Q W ` W/(4) 814 X 5/8"SMS T I `\ WITH DELRON SLEEVE(OPTIONAL) B ,' \ $ 0 8 41- 111 1- \ V Tao 0o LOCK - _ - �z zi Qwf 2/DOOR p po 00 0 o\ 1 Q I� 1 1"W X .15"THK.LATCH / 1�-�_- -— �-��_-_� ^m 1+. 70 F \ \ STANDARD LOCK -_- _ _ - to `\ SPRING LOADED SLIDE BOLT(80TH SIDES) 0 0 FASTENED W/(4)814 X 1/2"S.M.S. — A O r1 -- 5/8'MIN.LOCK ENGAGEMENT 'L I o tai/7 CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS - I w------------------ Q I m La / o DOOR HEIGHT CONSISTS OF ' O i' - 1 Q fn°`( '1 8'-6' 2 SECTIONS 18'2 SECTIONS 21' .158 DIA.GALV.AIRCRAFT TYPE i' ``\\ i [) ``\\1 .�� L y A O O 3 o 6'-9' 1 SECTION 18' 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE/ \i \ OPTIONAL VENT 1= O Z 1Y/MIN.5 TO 1 SAFETY FACTOR 1 (3)5"WIDE AT 7"O.C.OAA)C. OPTIONAL FLUSH FACE O 7' 4 SECTIONS 21•- 1 I O 7'-3' - - / o i OPENING(AREA NOT TO EXCEED N. COLONIAL DESIGN WOOD GRAIN DESIGN In to v 7'-6' S SECTIONS 18'- g"X 3"X 0.1" \ I /\\ / 7'-9' 4 SECTIONS 18'1 SECTION 21' / (].-2 STEEL PLATE \ U i \ i MAX.ODOR WIDTH e' 3 SECTIONS 18'2 SECTIONS 21' 1y1T}{(2)814 X 5/8"SMS ` O ` 1 U -' B'-3' 2 SECTIONS 18.3 SECTIONS 21• 9'_4 0 W-6' 1 SECRON 18' 4 SECTIONS 21' -"` 8•-a- 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELATION 9 6 SECTIONS 18'- STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR i 9'-3' 6 SECTIONS 18'1 SECTION 21' DOOR OPTION e'-6' 4 SECTIONS 18'2 SECTIONS 21' 9'-9' 3 SECTIONS 18' SECTIONS 21' 7-7/8"X 3-1/8•X.070" - 10' 2 SECTIONS 19'4 SECTIONS 21" STEEL PLATE DAB DOORS INC. `0-o f0'-3' 1 SECTION 18' S SECTIONS 21' CENTER STILE WITH (4)814 X 3/4"SDS 1D'-6• 6 SECTIONS 21'- Size Mosler®Model " High 1 _ 10'-9' 6 SECTIONS Ie"1 SECTION 21• OUTSIDE 814 X 3/4"SELF DRILLING SCREWS MAY BE USED Max.M[Ix• Size 9'-4" X 16'-0" High `mu it• 5 SECTIONS 18'2 SECTIONS 21' HANDLE END STILE IN UEU OF 814 X 5/8"SMS With Window Lite Option m o 11'-3' 4 SECRONS 18,3 SECTIONS 21' 116 -6' 3 SECTIONS 18•a SECTIONS 21' DESIGN PRESSURE RATING = + 50.0 PSF THIS PRODUiT IS RATED FOR LARGE MISSILE IMPACT g 11'-9' 2 SECTIONS 19'S SECTIONS 21• rNS2,= GUIDES - 60.0 PSF C m = 12' 1 SECTIONS IS'6 SECTIONS 21' ON END STILE 12'-3' 7 SECTIONS 21'- 814 X 5/8'SMS '>12'-8' 6 SECTIONS18 2 SECTIONS 21' " GEN�RAL NOTESd12'-9' 5 SECTIONS 18'3 SECTIONS 21' U CK BAR 1. THIS PRODUCT H!S BEEN DESIGNED AND TESTED TO COMPLY WITH THE13• 4 SECTIONS 18'4 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 13'-3' 3 SECTIONS 18"5 SECTIONS 21• ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). q ;( 13'-6' 2 SECTIONS 18"6 SECTIONS 21' 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OEFAILS. Engr.JAVAD A14. 11 13•-9• 1 SECTION 18• 7 SECTIONS 21' OL�I�K��O K O�IONA) CIVIL men.#ybewl �D 1 14' 8 SECTIONS 2I'- �� ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FLA PE 70.5x2 rem�lyelg wH7 H0iMtid9 q LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. BIdIMT18 Car g 14'-3' 6 SECTIONS 18"3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT CAN. 3B 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aoopwlae ND O¢ u 14'-6' S SECTIONS 18'a SECTIONS 2t' LOCKS SHOWN ABOVE OTM G o S 4 SEC11aNs ie'5 SECTIONS 2t' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN M 15' !SECTIONS 18'8 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL Y014 O BY 15'-3' 2 SECTIONS 18'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. ppeypL Browing no. 15'-6' 1 SECTION 18' 8 SECTIONS 21' 15'-9' 9 SECTIONS 21'- DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-0.7 Bl11LDWC CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND 16' 16 SECTIONS 16'14 SECTIONS 21' ASTM Ei8B6-05/ASTM E1996-09. Sheet 1 Of 5 a 24 CA STEEL PANEL u o 0 3/16'ALUM RIVETS 1 zrT. FLAPS BENT OVER PANEL 1 r 2 I 0A e a� 1/2'PUNCHED HOLES 1 p .024"STL.PANEL ®4"O.C. OUTSIDE OF 000 ' G 1 C G II LLZ�_OR ST(FULLY THREADED) LIDTILEEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWETO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' w5/16'X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE _ POSITIONED AT EYE LEVEL o ONE PER BRACKET O 6 ANCHORS AT TRACK ©RACKrT: O F1 OPTIONAL STOP MOULDING - A)�/e'DIA, R PO -BOLT BY'POWERS W M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER 2'MIN. EMBED INTO CONCRETE TO MASONRY SEE ROTE ON SHEET 4 1-7/8"MIN.EDGE DISTANCE (3 y #14 X 5/8"SMS 3 4'X 2'X 2-1/2"X 18 C0.STEEL C7 z m 6 PER HINGE / B)3/e•DI -S SLEEVE BY'HILT' �W � END STILE,CONNECT TO PANELS WITH- 1-1/4"MIN.EMBED INTO CONCRETE OR FIL LED BLOCK -� U)010-1 1/2'X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS < SOUTHERN PINE - GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN.EDGE DISTANCE INTO CONCRETE Z 6' 0.55 S.C. - " ED DIST."- END STILE WITH 3/16"POP RIVETS 0 127 O.C. 4'MIN. EDGE DISTANCE DJTO FILLED BLOCK U O Z P CONCRETE Fc-3000 PSI IAIN. (n O n 1-7/8"%2-5/8'X.045'STEEL EDGE CENTER STILE,GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK I'm 2000 P51 MIN. Q N g < I TO PANEL W/(4)3/16'RIVETS I Q 2 POP RIVETS a-:•:, 1 1/2' IN. 1 ->p�-•-y1-3/16 O X14%5/8"S.M.S. 1 1 4/HINGE ' \�• •, 0 1. I a � ANCHOR TYPE A OR B 1.9"X 2.19'X 3.3'X.102" W PER BRACKET 3 �a�e STEEL TRACK BRACKETS Si±E SHEET 3 FOR BRACKET SPACINGv i A A SEE SHEET 3 FOR SPACING �'$ i 1 1 1 VI 1 1/4-20 SS BOLT&NUT ,1 S ou�y sss 7-1/2'X.071'GAL,..-L `o CENTER HINGE 7-1/2'X 3"X.071' 0 7/16"PUSHNUT SECTION B-B END ROLLER HINGE v INSTALLED ON ROLLER SHAFT Fngr.JAVMLAHMAD PRWUCTBGVLSW Q INTERIOR SIDE 1.82'Dla x so'STEEL ROLLERS(STD.) TTA PE 19 70592 y&4w�tlnlil o I STEEL TRACK 1.82'DIA.X SO"NYLON ROLLERS(OPTIONAL CAN.3538 �e 8 }, 14 CA%2-1/8'X 1'(STANDARD) 275"DUL X.50"STEEL ROLLERS(OPTIONAL Acapinlee?lo� L 12 GA.X 3-5/15'X 1-1/2'(OPTIONAL.) 2.75'OLA.X.50'NYLON ROLLERS(OPTIONAL � FASTENED TO TRACK PLATES WITH 5'STEM W/1/4-20 X 5/8'TRUSS HD. 'oy X014 By droving no. SLOTTED M.S.&LOCK NUT 01-09 sheet 2 of 5 P 2 X 2 X 1/8'HORIZ.ANGLE POP RIVETS I I 5/18"X 1-5/8"LAG SCREWS 114M WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V J 2-3/4'X 5-1/2"X 3'X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT READ.ON DOORS WITH TWO WELDS AT 1-1/2'APART F/ GALV.STEEL WRH 1-t/4'EMBED INTO MASONRY EX{jEEOING 8 FL IN HEIGHT FIRST AT 3'O.C. TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET 1I A-"- REST AT S'O.C. o FASTENED W/(6)0 14 X 5/8'&M.S. _ lI. , CONNECTED TO FLAG BRACKET ANGLE �--- W 318-16 X 3/4'SOLS&NUT ¢ c� 490 THK.CALV.STEEL ADJUSTABLE D 0 SPRING SHAFT GUIDE WITH SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA.STEEL PLATES A,�J (2)t/4-20 X 5/9"BOLT&NUT W/S/16-18 X J!4"HEX HEAD - - WELDED TO t-i/2"X 1-1/2"X 14 GA.ANGLE - 2 M.SCREWS&N S. FASTENED TO TRACK p TOP BRACKET WITH(4) 1/4-20 SS.BOLT&NUTS - HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12" (STANDARD) _ TOP BRACKET (OPRONAL) i VERTICAL TRACK h 3-• LOW 14EADRWA DOOR --W f d GA GALV.STEEL 7TikcK 2-1/6"X t"X d}80- 01 SECTION A-A p HORIZOtITAI REINFORCEMENT O m d o x 1l2"x 1-3/4"X.059"EORNED STEEL z°x s-1/z'x.10+• O rc GLUED TO PANEL AND FASTENED TO GALV.STEEL G VERTICAL STILES WON FASTENED W (4) 14 x 5/B•s.M.S. Q 3 T a (z}ills"POP RfVET5 TOP RGII.ER BRACKET.FOR p,y tR i5 LOW HEADROOM DOOR OPTION -Z l e HORIZONTAL REINfORCQdENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS W 1/2"X 1-3/4'X.059"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH Ell 82 83 B4 85 86 87 88 CLUED TO PANEL AND FASTENED TO 6'-0" 18" 18" 18" IB"N/A 1"TO 2"11-3/4" 23' 34' 45" 56' By- VERTICAL 7"VER TICAL STILES WITH (2)3/16'POP RIVETS 6'-6" 2i'78" i8"2i"N/A f"TO 2"if-3/4' 23" 55 67" _- 5jis ATEETING t68 7'-0' 21"21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67' - 7`-6" 18" 18" 18"f8" 18'1"TO 2'ii-3jd" 23" 34" 45` 56' 67' 78-1f4" _ 1.82'CIA.X.50'ROLLERS ' 8'-0" 2T'78" 18" 18" 21't"TO 2"its/4" 23' 34" 45' 56' 67 78-1/4" 0 q W/.44 DIA X 4-1/4'STEM i v M *-SECTIONS ARE NUMBERED STARTING AT TfIE BOTTOM fu FOR DOORS MORE THAN 8 FT.MGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w >P1 OPTIONAL INSULATIONS. z Q BY'DYPLACT PRO i L C.' m EPS-EXPANDED POLYSTYRENE p m I 1.9'X 2.19'X 3.3'X.090" Z fn DENSITY- 1.05 PCF STEEL TRACK BRACKETS —cow N.OA 011-0926.07 n 2-3/t6'HIGH L"H15; OR mCONNECTED TO TRACK WITH ISO-25 POLY-ISOCYANURATE } 1/4'BOLTS&NUTS. ODENSITY o 2.0 PCF _--N.OA(/11-0926.06 m OR V7BY'. OFOAM NORTH AM.RICDENSITY o 1.03 PCF N.OA.010-1129.04 OR BY'IBSULFOAM LLC' m f t�-- DENSITY-0.92 PCF +� N.OA 014-0311.08 »� 14 C.A.GALV.STEEL ROLLER HINGES FASTENED m o } W/(4)014 X 5/e'SMS aT MIN. 024'ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 y MN.YIELD STRENGTH-34 KSI TRACK CONFIGURATION WITH PRIMER AND BAKEO-ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL _c ov i7 d - c1p rcx Gi VERTicat LI HIGH 5 2 LO m i s s DARD LIFT W HEADROOM a DOUBLE:TRACK AVAILAWBLE TRACK OPTIONS Eng,.,1 AD AHLIAD 12 GA.GALV.STEEL CM /( RACKET FASTENED FLA PEA 70582 111i3tdilgt�'bde c 1 a W 4)BCAN..3538 14 X Sje'SMS O BOTTOM SEAL, *2814 sY ri"'",,+aao6 tlrOwi�-ng -.no.t 458 ALUM PLATE ��WITH 1j8'X t'SAA&®46"O.C. SECTIONk-A AND it ER WEATHERSTRIPPING sheet 3 oT 5 a \3 4" AIN. l� GG 1� o DIST. �I 3 1-1/2"MIN. le p 1 GE DIST. 0 1 w Z m p m w 13 P C Od � 29Y 1/4'DIA tAG SCREWS �, 1/4"DIA.LAG SCREWS �a 1YD00 BU I AT 8"FROM ENDS 00000 BU K AT 6'FROM ENDS AND 19'O.C.MAX. 1 L AND 19"O.C.MAX. 1 �G O p r r . O0.Qp .� OPTION 'A' OPTION co WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 0 0 M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT {..i TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO.ADDITIONAL CALCULATIONS/DESIGN > WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q W FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING U= a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE I EMBED I SPACING EDGE 0157. (Q7 V) 3 8'FILC SLEEVE 1TY MLO CONC. 1-1 4 B' 1-5/gaow 'n 3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' J U1 rn 0 I 3 8'OYNABOLT BY ITW' CONC. 1-1 2 8' 2" Ix 5/16"X 1-5/8" 3 8 UYNABOLT BY'TIVI FILLED BLOCK 1-1 2 8` 2-1 4 STEEL STRUCTURE BY OTHERSO Z LAG SCR EY/S —MUST SUPPORT THE LOADS IMPOSED /.38'POWER-BOLT BY'POWERS CONC. _ 2" 8' 1-7 8 W 0 = o 8 SLEEVE-ALL BY SIMPSONS GONG 1-1 2 8' 1-7 8 to AT 12"O.C. BY DOOR SYSTEM U) m J CONCRETE 1b-3000 PSI MON. Q N Q 5/16'DIA BOLTS C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. O S WOOD BUCK CONNECTION TO MASONRY �s' WITH WASHER&NUT o lo' - AT 12'O.C. MAX. EDD' PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR GONG COLUMN WITH � 1/4"ULTRAGON BY'ELCO'WITH SPACING OF 1 trt"yy 16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED 16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED // o $ 2-1/2'ADN.EDGE DISTANCE 11-1/2' I-1/2' CAN/4-T. X 2 ANGLE 14 GA • 1-I/2' 1/4"TAPPER BY'POWERS'WITH SPACING OF R, 14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED —__12 GA CAM STEEL v��� 16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED7FLAT BRACKETS t3"LONG 2-1/8'X 1'X 14 GA m z U�S 3'MIN.EDGE DISTANCE 1/16"X 2-1/2 V.U.TRACK FILLET WELDS AT 12"O.C.IN DDDR 120 11 OPNG. FASTENED TO TRACK PLATES 3/8'CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT 18"O.C.ABOVE DOOR OPNG. JW 2) 1 4-20X5/B"TRUSS HD. CONNECTED TO CONT.ANGLE �T%o 3/8'LDT BY'InY WITH SPACING OF .1 W 3 SPOT WELDS AT EACH SIDE S S.&LOCK NUT in 24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MON.EMBED /() m== 2"MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 3/6'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK T1 STEEL, TO CONCRETE AND FILLED BLOCK y g 6 0 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MON.EMBED. 4"MIN.EDGE 01ST. 18"O.C.IMO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND O 2-1/2'MIN.EDGE DISTANCEALTERNATE TRACK INSTALLATION PREPARATION OF JAMBS BY OTHER E.g.JAVALI AHNhD weoulTcrasvls�p Y FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY RA PEML70592 r`—Ylbwi6blbiMdda g ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NOV N. 535 8 o BY ODOR SYSTEM, yy ,1 yy FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF A 2OJ9 �~ g RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY gy BUILDING OFFICIAL UPON INSPECTION. Ueda/todGty t7mtrol draw4ing no. MAXIMUM EXTERIOR(4-)LOAD'PER JAMB-(9.33'X 50 PSF)/2-233.3 Lbs per ft. MAXIMUM INTERIOR(-)LOAD PER JAMB = (9.33'X 60 PSF)/2= 279.9 Lbs per FL sheet ¢ of rJ i a .500 �'--�--250 *PLASTIC COMPLIES WITH —T r o9oR PANEL CHAPTER 26 OF FBC o 24 Ga (.024)SM MIN. SEE EVIDENCE PAGE o 0 �T1 a v 1.785 I 1'� 7/16'DIA.WASHER It 09 a I 0.a + a ' 21 3/4" �" 14 cow ga x s/a•sus °v' a `1', I AND 7*o OM litAx. WOMAX� .t7s I� 0 Ro a t E7{TgR10R FRAME * 1tSfEREOR FRAME �o i 19 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 'S i I I 1 (a)08 x 3/4"skis 'v = o MAX. - 1 1171 0 1-3/8'FROM ENDS `�` w-I Z pl y VIII i �� AND 6-1/2"O.C.'LWC. o '�[a 1 t 1 1 a 3 o Qw g L A ... I11t 175 X.062 DEEP If it GROOVE Iltz [ tY 00 q 1/4"POLYCARBONATE LEXAN W >t7 I i 8Y'SASIC INNOVATIVE PLASTICS' i I t NOA 013-0717.01 [ 1VT 1 D: tilt „ „ �, '^ m rl q ° i' l ¢ fn O I o W i�_— 00 .6s o 1 I [ F 0 = d In N n � �rn I 1 Illi 175 X.062 DEEP "g z lilt GR00VE — — — — — — F Iii ii I i i 1 �1 (4)08 x 3/4"SMS INSIDE ELEVATION 1-a/e•FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v a z AND 6-1/2` O. MAX' , WINDOW L)TES CAN BE IN ANY LOCATION IN DOOR SECTION i i l 1 i sMs 0 3/8"FROM. i 175 X.062 DEEP C +m O ! t I t AND 4-1/2"O.C.MAIC. GROOVE t 1 i4 SMS ®83/9/FROM+ENDS AND 7"O.C.MAX. rl PRODUCT'REVISM I a 7/16"D4L WASHER ___ti_ _`�- FLA CAN. PE 1 700592 � w4>b 1ERi1�i011 +�' 1 ` - •..— AsccgMpe Gb .. DOOR PANEL —... NO 24 GA. 02M1 STEEL MIN. EXTERIOR �d G ) By Proeu� drawing no. DOOR PANEL 15/16"MIN. O.L.OPG. 24 GA(,024)STEEL MIN. GLAZING SITE W 01—0WINDOWo1 WIDTH sheet 5 of 5 s _ ,