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HomeMy WebLinkAboutProduct Approval Fi J v -SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not'Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting apermit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. s _Signat re of Owner/Le see/Agent Sign re of Contractor/License Holder STATE OF FLORIDA ST LGt G/� STATE OF FLORIDA COUNTY OF COUNTY OF 6T Z-ae-It-= The for oing instrument was acknowledged before me The forgoing instrumen was acknowledged before me this day of N i 20 /Jby this 4,day of 20 a by � �c7caCe Xoke_%, 4tr (Nam person acknowle in (Name of per c now to ) (Signature of Notary=Pbblic-Sof Florida) (Signature of Nota -S F idaPersonally Knownduced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. Commission No. FF­ P A HERLEHY PATRIC)A LEHY Notary Public-State of Florida ;=�`,aY PL; HENotary Public-State of Florida -•a o Y otXpilub oup r 1.4 _•• • •= my Comm.Expires aep Z 1.eu 10 ' "' '`' Commission # FF 129908 Revised 07/15/2 ..",;eoF��o Commission # FF 129908 ';9�FOFv�o�: Bonded Through National Notary Assn. ��'��,� ��� Bonded Through National Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' A. DRAWINGS 1. Drawing No. 03-06,titled"Sectional Garage Door", dated 09/30/2003,with last revision K dated 03/21/2016, sheets 1 through 5 of 5,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA#08-1106.05" 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 DAB 824 24ga sectional garage door,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA #05-0915.12" 2. Test Report on Large Missile Impact Test per FBC,TAS 201 and Cyclic Wind Pressure Test per FBC,TAS 203, of"Sectional Residential Door with Windows", prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 03-1348A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E. 3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional Residential Door"prepared by Hurricane Engineering &Testing Inc.,Report No. HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E. 4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door (skin)", prepared by Hurricane Engineering& Testing Inc, Report No. HETI 03-T058, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda,P.E. "Submitted under NDA #03-0210.04" 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 10/28/2003, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA #14-0814.07" 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. ,$06W/wl Carlos M.Utrera,P.E. Product Control Examiner NOA No. 16-0330.03 Expiration Date:August 14,2021 Approval Date:June 23,2016 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA#09-0324.06" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007, dated 01/20/2009,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015 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 on 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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"PVC Extrusion 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 ofsg2de•confozanance-to-the 5t'edition-(201._4)FRC-sand no financial interest issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by favad Ahmad,P.E. A041t1?;w0.6 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 16-0330.03 Expiration Date: August 14,2021 Approval Date:June 23,2016 E-2 • 7-1/2•X 2-1/4'X 18 GA -- - PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4"X 0.1' OPTIONAL DOOR VIEWER GALV.STEEL CENTER HINGE STEEP,PLATE WITH ONE 5 16-18 MSW NUT DAH DOORS INC. �0 / / 70 BE INSTALLED AT Hurricane Moster®Model 824/811 1D W/(4)X14 X 5/8'SMS \�\ FASTENED 7O END STILE WITH ANY CENTER STILE ip ° WITHOUT oELRON SLEEVE(STO.) ! ` (6) i14 X 3/4'SELF DRILLING SCREWS Max. Size 16'-2" X 16'-0" High 7-1/2'X 3'x.071•CALV STEEL O0 1 With Window Lite Option Z m ro ° END ROVER HINGE I °° I CENTER STILES Q m co W/(6)7914%5/8"S / SEE SCH. 'A' r A i' Z WRHOUT DELRON SLEEVE(SPD.) I / QQQQ;;; WITH DELRON SLEEVE (OPTIONAL) ® 7-1/2'X 2-1/4'X 071' CALV.STEEL'CENTER HINGE \\ o fV w. ° W/(4) X14%5/8'SMS _--LOCK \` •® ® ® �I�• a 17^u WITH DEL ON SIFFlE(OPTIONAL) 2/DOOR �` �N j al CENTER HINGE I t'W X.15 THK.LATCH` ,m O ra C II STANDARD LOCK I = ME3 B^ rr o o Q W LL13 ` SPRING LOADED SLIDE BOLT(BOTH SIDES) ��� B vj =o i o IL Z c FASTENED W/(4)174 X 1/2'S.M.S. M S 1=i 5/8"MIN.LOCK ENGAGEMENT ' z m z CONFORMS TO SECTION 1008 REGARDING GARAGE DOD m o � w O A 113 C313 .158 DIA GAIN.AIRCRAFT TYPE CABLE&NICO-PRESS SLEEVE i `\ i, O \`�� — - = _ _ -- m m I W/ MIN.5 TO 1 SAFETY FACTOR I I I �_' _ _ -__ 0 w 2-3/414X5-5/8'HX.09O"THK. % 1\ O STEEL PLATE, 1-3/8"DEQ 1 /!\ / —j_ t Vj M WITH (3)g14 X 3/4" `�` ° / \ 1 SELF DRILLING SCREWS �� �i •��_ •� ' I N z 1 BRACKET EIRACKEf Z�N STD. LIFT DOOR LOW HEADROOM ! _— —— — ——— ——— —— o = _—— _— co w ooR DOOR OPTION I — D HFJGHf CONSISTS OF OPTIONAL VENTS I O O Of 3- 6'-8" 2 SECTIONS 18'2 SECTIONS 21' 7-7 0147(3-1 8'11X.010'THK. (3)5'WIDE AT 7'O.C.MAX. COLONIAL DESIGN OPTIONAL FLUSH FACE s'-9' 1 SECTION is' 3 SECTIONS 21' STEEL PLATE / oPNG.AREA NOT TO EXCEED WOOD GRAIN DESIGN L"A O Z n 120 S0.IN. MAX.DOOR WIDTH In n 7' 4 SELRIONS 21'- N 71-3' - - 18,_2• 7'-6' 5 SECTIONS 1B'- END SOLE INSIDE ELEVATION 77 4 SECTIONS 18.1 SECTION 21' e' 3EMNS 15.S 2 ST:Y.TIONS 21' CENTER STILE RAISED PANEL EMBOSSED DOOR *ET N PRE SURE'RRTING= "27 U-.P,�F o B'-3' 2 SECTIONS 16'3 SECTIONS 21' OUTSIDE 1 SECTION 18' 4 SECTIONS 21' HANDLE, B'-9" 5 SECTIONS 21'- IN X 3/4"SELF 5/8'SG SCREWS MAY BE USED IN LIEU OF$14%5/e"sins GENERAL NOTES r 9' 6 SECTIONS Ir- STHIS -4'-J' SECTIONS 18'1 SECTION 21' LOCK BAR GUIDES 1. 7H 5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4 SECTIONS 18'2 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT REQUIREMENTS OF THE 2014(5TH EDITION)FLORIDA BUILDING CODE INCLUDING e'-9' 3 SECTIONS 18'3 SECTIONS 2/' INSTALLED ON FJ4D STILE WITH(4) #14 X 5/B"SMS HIGH VELOCITY HURRICANE ZONE(HVF4). a s To 2 SECTIONS 18'4 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. s� t SECTION 18' 5 SECTIONS 21' u TBT X 1'W LOCK BAR ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL $ -To•-6'6 SECTIONS 21'^ ENGAGES IN TRACK CENTER STILES SCHEDULE A' DRESSING OR STUCCO. 10'-9'6 sECTI0N5 18'1 SECNON 21' ON EACH SIDE OF DOOR 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. o o 11' 5 SECTIONS 18'2 SEcncNS 21' CENTER STILES CONFX%1RADON IV-3'4 SECTIONS 18"3 SECTIONS 21' OUTSID KFYEIIY LOCK OPTIO,IA) ® ®®® DOOR 440015 I OF CENTER STILES 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 1/'-6'3 SECTIONS 1B 4 SECTIONS 21' LOCK BAR LOCKING SHOWN 8'-0'TO 9'-10' 2 THESE DETAILS ARE NOT PART OF THIS APPROVAL .. Y 11'-9'2 SECTIONS 18 B SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE DOLT 1D'-0'TO 11'-f0' 2 5, A LOAD DURATION INCREASE S USED M DESIGN OF ANCHORS 81(0 WOOD ONLV. o o o o 12' 1 SECTIONS 1B'B SECTIONS 21' LOCKS SHOWN ABOVE 12'-0'TO 13'-10' 3 -f2'-3'7 SECTIDNS 21'- B'-0'TO 9'-10' 14'-D•10 15'-10' 4 DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 12'-6'6 SECTIONS 18'2 SECTIONS 21' I DOOR WIDTHS I 15'-11'70 5 Bl1dDING CODE.TAS-202 E1 TAS-201&TAS-20J FOR HVHZ AND c i- ASTM E1886-OS/SIM E1986-09. 12'-9'S SECTIONS iB'3 SECTIONS 21' 13' 4 SECTIONS 1B'4 SECTIONS 21' 111111111/!/ 13'-3'3 SECTIONS 1 S.5 SECTIONS 21' ® ® ® ®®® ®® ® `\\ � is 6.2 sEcnDNs to 6 SECOONS zr PRODUCT RENEWED ✓r 1 SECTXW 18' 7 SECTIONS 21' IT IT 11as complying with the FloridasNBF'•.,. 14' B SECTIONS 21'^ I 10'-O'TO 11'-10" _I 14'-0'7D 15'-10' I Bung Code t '� $ 14'-3'6 SECTIONS 1B'3 SECTIONS 21' '- DOOR WIDTHS DOOR WIDTHS NOA-No. 16-03$0.03 T •Lyp S W_6.5 SEcnDNs 18'4 SECTIONS 21' Expimtion 08/7412021 _*: {7 .y1� -r4 15, 4 SECTIONS 18.5 SECTIONS 21" ®®® �® ® ® ® ® 15' 3 SECTIONS le'6 SECTIONS 21' By � ; drawing noA06 15'x'2 SECTIONS 18'7 SECTIONS 21' MIamF-0 uel Control p:: 15-8' 1 SECTION 18' 6 SECTIONS 21' IT IT n "tcY` -aRto, e 03— -T5'-9'9 SECTIONS 21'- I 12'-0'TO 13'-10" _I 15'-11'TO 16'-2' '� �� �-11a`1` sheat 1 —16- a SEanoNs 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS 411111/1 24 GA STEEL PANEL 4tj - _ o _ - n Z o ® FLAPS BENT OVER PANEL n - _ - 1/2'PUNCHED HOLESJ 4'D.C. k,l Q t Rm - 0Ogm a I a&a-C i Oaoo 0U In , �Ir z )6 � O 1/2"X 1-3/4'X 16 GA _ 1 OPEN TUBETop ®O EACHBPANEL 3/16'ALUM RIVETS J I' AT 4'O.C. j .024'STL PANEL 0: m - - (6) FOR 21'STILES O ® (5) FOR 18'STILES OUTSIDE OF DOD 0 O BOTTOM SEAL OPTIONS Ljj ¢J SEE SHEET 4 L''• END STILE R<¢0 Z STEEL TRACK BRACKET FASTENED Z O IST SECTION (BOTTOM TO WOOD JAMB WITH INTERMEDIATE SECTION TOP SECTION F 0 z m 5 /18"% 1-5 8'LAG SCREW (FULLY THREADED) SOUD BRASS DOOR VIEWER w o FOR CONNECTION OF WOOD BUCK ONE PER BRACKET Cq m I TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING BY'SCHIAGE bk HOLES HARDWARE m m BY DOOR INSTALLER FR INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 0 8 14 x 5/8'SMS 3/4'X 2'x 2-1/2'X.049'STEEL POSITIONED AT EYE LEVEL o 6 PER HINGE END STILE, CONNECT TD PANELS WDH 1/2'%1-3/4"%.058"FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 6 ABOVE GLUED TO PANEL AND SECURED TO Sf>= �- d' END STILE WITH 3/16'ALUM RIVETS®12"D.C. ,ANCHORS AT TRACK BRACKET: C$ 4 ' 4•; q, B'OUL POWER-BOLT BY'POWERS' 1-7/8'%2-5/8"% 049'STEEL EDGE 2'MIN.EMBED INTO CONCRETE o g • CENTER STILI.GLUED AND RIVETED DISTANCE 1-7/8'MIN.EDGE D157ANCE r t= I TO PANEL W/(4)3/16'ALUM RIVETS g 1 1 1/2'MIN. I ALUM 3RNEi5 .:- ' T7-3 16 8) /B'Ots H rt _ BY 14 X 5/8'S.M.S. •'�1 /• 1-1/4'NN.EMBED INTO CONCRETE OR FILLED BLOCK i t 4/HINGE ° ;�°. 1-5/8'MM.ED CE DISTANCE INTO CONCRETE u oo m 4'MIN.EDGE DISTANCE INTO FILLED BLOCK l-3/16'T t CONCRETE f'c a 3000 PSI MIN. •' a ..^n C-90 GROUT FILLED BLOCK f m=2000 PSI MIN. ANCHOR TYPE A OR B 6i 1.9'%2.19'X 3.3'X 12 GA (1)PER BRACKET m o STEEL TRACK BRACKETS t t t t SEE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING t I t^T:.:�.... b 9 PRODUCT RENEWED '� o I 1/4-2 SS BOLT as complying with the Florida 7-1/2'X.050' INTERIOR SIDE 7-1/2'X.071' &NUT Bottdin9 Godo GALV.'''TEFL END ROLLER FQ HINGE NOA-No. 16-0330.03 STEEL TRACK CENTER HINGE Q'_ _ u 14 GA X 2-1/8"X 1'(STANDARD) 1.B2'DIA%.50'STEEL ROLLERS (SiO.) Enplration D 08/�M2021 �� d�Wing Oo. 12 GA.X 3-5/16'X 1-1/Y(OPITONAL) 7/18'PUSHNUT 1.82'DIA x SO'NYLON ROLLERS(OPTIONAL) FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT SECTION B-B 2.75' OIA X 50'STEEL ROLLERS (OPTIONAL) Dr 'i�f8 ORtUFr Cj03-06 W/1(4-20 X 5/8'TRUSS HD. 2.75'DIA.X SO'NYLON ROLLERS (OPTIONAL) Mlrml-Da a roduct control SLOTTED M.S.k LOCK NUT WITH 5'STEM ��t,LNl"O, sheet 2of 5 2 X 2 X 1/8'HORIZ.ANGLE ff'' 3/16'ALUM RIVETS 5/16"X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V 2" AT 12'O.C. 5/16'SLEEVE ANCHORS CENTER SUPPORT REGD.ON DOORS VITI}t 7W0 WELDS AT t-1/2'APART - / 2-3/4"%5-1/2'X 3"X.104' - - WITH 1-1/4"EMBED INTO MASONRY IX�EEDING B Fr IN HOG to 3 PER BRACKET I I A+ REST AT 9'O C. GALV.STEEL TOP ROLLER BRACKET ON EACH 510E II 1 CONNECTED TO FLAG BRACKET ANGLE Z m n o FASTENED W/(6)0 14 X 5/8'S.M.S. W/3/8-18 X 3/4"BOLT&NUT b m u 2-1/2"X 4-1/4"X 13 GA STEEL PLATES AND TO SPRING SHAFT GUIDE WITH O 090 THK.GALV.STEEL ADJUSTABLE WELDED TO 1-1/2"X 1-1�2'X 14 GA ANGLE -- A•+-J (2)1/4-20 X 5/87 BOLT&NUT SLIDE FASTENED TO BRACKET - - FASTENED TO TRACK _ -- D2, -N W/5/16-18 X 3/4'HEX HEAD WITH (4) 1/4-2D SS. BOLT&NUTS _ -- 90-0 M.SCREWS&N _ HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12" N TOP BRACKET iV (STANDARD) TOP BRACKET 0 D LL O�iyR1 Li LOW HEADROOM DOOR 14 GA GALV.STEEL TRACK 2-1/8 X 1 .080VERTICAL K V 0 ~ SECTION A-A C rc m o HORIZONTAL REINFORCEMENT O ca b 0.D 0 ag1p 1/2"X 1-3/4'X.059'FORMED STEEL 2'X 5-1/2'XAG4' ¢Zrr J q GLUED TO PANEL AND FASTENED TO STEEL" oRIC6 STILES LTH FASTENED W/ X SECTION HEIGHTS BRACKET PLACE)ADGS 11(2) POP RIVETSTOOLLR DOOR 1ST 2ND 3RD 4TH STH Bl 82 83 B4 85 B6 B7 BB LOW HEADROOM DOOR OPTION HEIGHT m b HORRONTAL REINFORCEMENT Q IIZI ami 1/2'X 1-3/4'X.05B'FORMED STEEL 6'-0" 18'18' 18"18'N/A 1"TO 2'11-3/4" 23' 34" 45' S6' 67" - CLUED TO PANEL AND FASTENED TO 6'-6' 21`1B' 18`21"N/A 1"TO 2"11-3/4" 23' 3445" 56" 67' - O VERHCAL STILES WITH 7'-0' 21"21" 21'21"N/A 1`TO 2"11-3/4' 23' J4" 45" 56" 67' - (2)3/16"ALUM RIVETS H 18" 18"1'TO 2'11-3/4' 23" 34` 45" 56" 67" 78-1/4" 5/16' HEFTING RIB 8'-0' 21'18" 18"18" 21"1"TO 2'11-3/4' 23' 34' 45 56" 67" 78-1/4" ® PLASTIC/STEEL ROLLERS —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM c0 1.82'DIA.X.50' FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C. O o W/.44 DIA.X 4-1/4"STEM =p p n OPTIONAL INSULATIONS: o L7 ¢ "'n= PRODUCTS LLC' O EPS EXPANDED POLYSTYRENE o o m 1.9 X 2.19"X 3.3"X.090" U DENSITY.- 1.D5 PCF STEEL TRAcK BRACHETS L2 ?~Z m N.OA 011-0926.07 n 2-3/16'HIGH J m W OR m CONNECTED TO TRACK WITH Q (n(3)C3 I ISO-ZS POLY-ISOCYlJJURATE ) 1/4"BOLTS&NUTS. 0 O ¢ N DENSITY o 2.0 PCF N.DA 011-0926.06 m U o Z OR W O u1 h BY'CF I OFOAM NORTH AMERICA' m DENSITY= 1.03 PCF m JQ KOA 015-1203.04 m D EE 09 OR B1V'INSU En4M C' m O .® DENSITY-0.92 PCF N.O.A.014-0311.08 m B ® 14 GA GALV.STEEL a ROLLER HINGES FASTENED W/(6)014 X 5/8"SMS m WIN..024'ROLL FORMED STEEL PANEL _o DRAWING QUALITY G-40 s F MIN.YIELD STRENGTH-34 KSI WITH PRIMER AND BAKED-0N TRACK CONFlGURATION m g 'w POLYSTER PAINTED 70P COAT a APPLIED TO BOTH SIDES OF STEEL. 'w VERTICAL LIFE HIGH U STANDARD_LIFT LOW HEADROOM ` - m�m�m DOUBLE TRACK _=gK 12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS o=-'x L., BOTTOM BRACKET FASTENED /W/(4)0 14 X 5/8'SMS n ��1\\��l/..7777 c .^ �I PRODUCT RENEWED _ as complyingwith the Florida O Building Godo BOTTOM SEAL OPTIONS NIDA-No: 16-0330.03 _ SEE SHEET 4 Fxpimeon Dot 611412021 V - �OF .•• drawing no. i SECTION A-A By 'O• ��` M1amFDaa uctContmi �••. ...�j.a03-06 SEE SHEET 2 FO OF REINFORCING TRUSSES LOCATION •\� sheet Sof 5 G TRUSSES 1I11µ\ 3 4' REINFORCEMENT f 1/2'X 1-3/4'X.058" It V p IN. FORMED STEEL. 1IN CE #8 X 1" 0 GIST. SELF DRILLING SCREWS n i 1-1/2"MIN. OR �B%1' ,� o SELF DRILLING SCREWS Z m s a I m 3/16''RIVE%'STEEL RIVETS-'\ OR F h m ` I E DIST. N. MULTIGWP W/DOME HEAD 3/16''RNEX'STEEL RIVETS r Z �' a� o qi 48'O.C. MULTIGRIP W/DOME HEAD F W Z 3 w �} REINFORCEMFM AT 48'O.C. 1/2"X 1-3/4'%.D58'-,, FORMED STEELO O L q 1/4'DIA,LAG SCREWS 1/4'DIA LAG SCREWS 2BY AT 8'FROM ENDS 2�' AT 6'FROM ENDSbou- �FO.' u WOOD BU I AND 21'O.C. MAX. W000 BU I 1 AND 21.O.C.MAX G U y Ln I Q p uT ent i i W'STRIP ADAPTER 1 ALUMINUM SLIP ADAPTER O 000 RUBBER WSTRIPPNG RUBBER W'STRIPPING Q' y O q Wy•� .2250 .534 .7 0 .040 .348 Z s J Q�1mS r �I .75 10-1 1.790 O F� BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVDY SG=0.55 MIN.) o n THE INSTALIATION METHODS SHOWN ABOVE SHOWS 2XB SYP WOO BUCK ATTACHMENT r'7 TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE ANCHOR SPACING FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS STRUCTURE EM0E0 SPACING EDGE DIST. U= n VETDFlED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3 HLC SLEEVE BY MILD CONC. 1-1 4 8" 1-5 8 C7 z sp w 3 8 HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' B" ,J 5/16'X 1-5/8" 318"DYNASOLT BY TRT CONC. 1-1 2" e' 2' Q LAGZOO STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT B1•'TW' FILLED BLOCK 1-1 2 e' 3-3 4 p ❑ V, N AT MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY POWERS CONC. 2' B' 1-7 8 b 0 Z BY DOOR SYSTEM 3 B SLEEVE-AL1 BY SIMPSONS CONC, 11-1/2-1 B' 1-7(8 W ❑ CONCRETE rc=3000 PSI MIN. V) m ' 5/16'DLt BOLTS C-90 GROUT FILLED BLOCK fm-2000 PSI MN. in •gip:' '. - WITH WASHER h NUT F WOOD BUCK CONNECTION TO MASONRY b' AT 12"O.C.MAX EDGE DIST. PRESSURE TREATED 2Xfi SYP WOOD JAMBS WHICH SHAT I BE ANCHORm TO j• �� GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4"ULTRACCN BY'ELCO'WITH SPACING OF 14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED I 1-1/4'%2-1/2'%14 GA 16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED NT ANGLE c 2-1/2' IN.EDGE DISTANCE / 1-1/2' 1-1/2' CO STEEL GLE 1-1/2" g 6 12 CA GALV.STEEL 1/4"TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS t3"LONG v 6 0 10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2 MIN.EMBED 1/16'X 2-1/2 AT 12'O.C.IN DOOR OPNG. 2-1/8"X 1'X 14 GA o tY O.C.INTO 300 P51 CONCRETE,WITH 1-3/4'MI EMBED FILLET WELDS AT 18'O.C.ABOVE DOOR OPNG. GAL.STEEL TRACK 3'MIN.EDGE DISTANCE AT 12"O.C-MAX- J�—Wla%;-. FASTENED i0 TRACK PLATES CONNECTED TO COM.ANGLE2OX5/e'TRU55 H0. 3/8"COMPLEX BY'ELO'OR W/(3)SPOT WELDS AT EACH SIDE k LOCK NUT 3/8'LOT BY ITW'WITH SPACING OF m v 2$O.C.INTO 3000 PSI CONCRETE•WITH 2-1/2"MIN.EN13ED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o o m.��'n 3"MIN. EDGE DISTANCE TO WOOD BUCK o STEEL TO CONCRETE AND FILLED BLOCK -y ",-_ 3/6'HLC SLEEVE BY-HILTV WITH SPACING OF c x_1:;1-1 6"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED,4"MIN.EDGE DIST. AITFRNATE TRACK INSTAI_I_ATIDN O 16"O.C.INTO 300 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND -- - 2-1/2'MN.EDGE DISTANCE `11111 11 1TAAA rd 1 Aj PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED ` �' R 1 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VEPoFY as comptyode Ing with the Florida ��- �• '�� $ I a" AD EOl1ACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Building C _ -- BY DDDR SYSTEM. Moa-No. 76-0330.03 _ 1.'; _ FOR DOOR REPLACEMENT N RETROFIT BUILDINGS WITH NO ENGINEER OF P.npiration iiWVj08J1412021 RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ••��qqpp drawiflg no. BUILDING OFFICIAL UPON INSPECTION. By '.�Q'• 71EOF.. r. IL9iamf-0ada roduct Control ��'•71EOF..'\��� MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16.18'X 27 PSF)/2=218.2 Lbs Per FL ,tp •-• �6 03-06 MAXIMUM INTERIDR(-)LOAD PER JAMB=(16.16'X 30-PSF)/2 242.4 Lbs per R. AA'ONABi1�1��� sheet 404 5 ,• 15101:PLASTIC COMPLIES WITHDOOR PANEL CHAPTER 26 OF FBC24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE ZLL72520SppN�7/16'DIA WASHER L"j N e 1.144d8 X 3/4'SMS 21 3/4' a a 3/8'FROM ENDS MAX. �•B00 0 m it w O 1 I 1 1 AND 7'O.C.MAX. WOW.WIDTH 0'p Cl t I i I 1 x= * EXTERIOR FRAME * INTERIOR FRAME C y y p I I I D 18 1/5• RIGID PJC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 5i17 LL (4)®8 X 3/4'SMS a x m 6 MAX. TIL Lu y:o a 1-3/8' FROM ENDS D.LO. r o l Iii' i t AND 6-1/2'O.C.MAX. o J to G L Iii III O ED ILII 175 X.062 DEEP II11 GROOVE I I II11 K Ijlj O � VIII 1/4'POLYCARBONATE LDOW f^• f % ! j El ! O M I'I BY'SASIC INNOVATIVE PLASTICS' W Q Ilil NOA#15-0915.08 L Q I—V) Til O Z m x o s _j N°`°i o I 0 L'i0 ILIIF O.Ca7 .9 Of Ijll U Q z IIIl N I I I I O ILII Illi ��55 Ijli 775 X.082 DEEP ILII GROOVE �+ m III o o =o c o o 15 q I C$ I j l I r (4);P8 X 3/4'SMS INSIDE ELEVATION I l i l I 0 1-3/8'FROM ENDS III i ' � AND 6-t/z'G.C.MAX RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS _ C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION i i I I 11 a 3#e• MS FROM ENS O -175 X.062 DEEP © r AND 4-1/2'O.C.MAX. #8 X 3/4•SMS _ I O / AND 7'O.C.MAXI r- - ptilri rrr n i -•-_ --._.._..- _ _ -----_ -.- PRODUCT RENEWED as '• - 1 �i 7/16"DIA WASHER r - complyingg with the Florida �� _.•••..• �� o I � - -----� Building Cole � ..•'• NOA-NO. 16-0330.03 DOOR PANEL EXTERIOR E,pirafion e0811412021 - * ;i1 -O 24 GA(,024)STEEL MIN. DOOR PANEL 15/16'MIN. D.L.Opm •(y' 24 GA.(.024)STEEL MIN. [jrf°WID no. GLAZING WE 03—QEj fDlaml-0 roduet Contml p� y� WINDOW WIDTH '���OMAI. ��� . rrr 1111111 sheet Sof 5 � • MIAMI• ML&MI-DADE COUNTY m DADE 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.¢ov/economy DAB Door Company,Inc. 12195 NW 98'Avenue Hialeah Gardens,FL 33018 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(AM). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(Ln 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 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:Hurricane Master Model 8241811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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. 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. 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 Iiterature. 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 renews NOA#15-0317.02 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. N N wT6=0330 fl2 - MIAMI-DADE COUNTY `�;�Expirationate:August 94021 Approval Date:June 23,2016 p��t �Z®fG Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09,titled "Sectional Garage Door",sheets 1 through 5 of 5,dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted underNOA#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 2411 3.2.1,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 under NOA #09-0-128.04" 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 under NDA # 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.HETI 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.Medina,P.E. 5. Test report on Salt Spray(Corrosion) Test per ASTM B 117 of a painted G40 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. 16-0330.02 Expiration Date:August 9,2021 Approval Date:June 23,2016 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0814.04" 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. "Submitted under NOA #09-0128 04" 2. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,F.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015 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 on 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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion 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. S. 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 co e,contormanceto`the 5 -edition(2014)FBC and of no financial interest issued by A1-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad hmad,P.E. 06tI1���O1+� Carlos NL Utrera,P.E. Product Control Examiner NOA No.16-0330.02 Expiration Date:August 9,2021 Approval Date:June 23,2016 E-2 GALV.STEEL.7-1/2'X 3'X.071• TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' �� F14D ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT m W/(6)814 K 5/8'SMS /0 FASTENED TO ENO STILE WITH OPTIONAL DOOR VIEWER 0 WITHOUT DELRON SLEEVE(STM.) (6)814 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT T `o WITH DELRON SLEEVE(OPTIONAL) // o® ` \, CENTER STILE Z cENTeR STILE O m o o - z A oO .o t 6 11 ` Q�rnr i LJ L3 Cf p 7-1/2•X 2-1/4'X.071- _ --- 11 p GALV.STEECENTER HINGE I FS o p .Q 9 7 LL 6 1 W/(4) 814 X 5/8•SMS `\ WITH DELRON SLEEVE(OPTIONAL) _ - _ �_o O o L ` El LOCK - _ _ _ I z ¢z Q OWE 2/DOOR .0 005 o w of N N i"W X.15'THK.LATCH , --- ----- 0 r 00 STANDARD LOCK ` Of \� SPRING LOADED SLIDE BOLT(BOTH SIDES) - = O O FASTENED W/(4) 814 X 1/2"S.M.S. — r1 -- 5/8"MIN,LOCK ENGAGEMENT M CONFORMS TO SECTION 1008 REGARDING GARAGE°DOORS I Ld I N o u- -- - I P Eli 19 m w e y CD O I DOOR HETGWI CONSISTS OF i' i' O `\ \ L-«-A F- O Z Cl .155 DIA.GALV.AIRCRAFT TYPE / ``` / ` -� OPTIONAL VENT '¢ 6'-6' 2 SECTIONS 18'2 SECTIONS 21' , \ 6'-B• 1 SECTION 18' 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE I/ , W/MIN.5 TO 1 SAFETY FACTOR 1 I •1 (3)5"WIDE AT 7' MAX. OPTIONAL FWSH FACE 7' 4 SECTIONS 21'- I I W o OPENING AREA NOT D.C.D. EXCEED WOOD GRAIN DESIGN 0 ID O Y-3" - - j O I ��' 120 SCL IN. [COLONIAL DESIGN m 7-6' 5 SECTIONS 18'- 5'X 3"X 0.1' 1 I-fl /1\ 2 7'-9' 4 SECTIONS 18"1 SECTION 21' STEEL PLATE ,\11 i \ / MAX.DOOR WIDTH IY 3 SECTIONS 18'2 SECTIONS 21' WITH(2)014 X 5/8"SMS ® ` ) B'-3" 2 SECTIONS 18"3 SECTIONS 21" G!� W-6' 1 SECTION 18' 8'-9' 5 SECTIONS 21.1- BRACKET `BRACKET INSIDE ELEVATION B' 6 SECTIONS IVI- STD. LIFT DOOR LOW OPTION RAISED PANEL EMBOSSED DOOR- '-3- OOR'-3• S SECTIONS 18' 1 SECTION 21' N 9'-6' 4 SECTIONS 18'2 SECTIONS 21" B'-8' 3 SECTIONS 1B•3 SECTIONS 21• 7-7/B'X 3-1/8'X.010• 1D' 1 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAB DOORS INC. 1 TV 1 SECRON 1B' S SECTIONS 21 CENTER STILE WITH(4)$14 X 3/4•SOS Hurricane Master®Model 824/811 10'-8" 6 sEcnCNs 21'- Mox. SI2e g'-4' X 16'-0" High m 10'-9• 8 SECTIONS t8'1 SECTION 21' OUTSIDE 814 X 3/4'SELF DRILLING SCREWS MAY BE USED With Window Lith Option z g 11' S SECTIONS 10"2 SECTIONS 21' HANDLE END STILE IN LIEU OF 814 X 5/8' SMSA 11'-3' 4 SECTIONS 18,3 SECTIONS 21• `- IV-8' 13 SECTIONS 18'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT �ESlON�;P-RESSsURE RA7)NG �f 50:0 PSFF <N m 2 SEGIIONS 18'S SECTIONS 21' LOCK BAR GUIDES -,60:0 P$F c - 12' 1 SECTIONS 18'6 SECTIONS 21' " INSTALIFO ON END STILE m0 m 2$n 12'-3' 7 SECTIONS 21"- WITH(4)814 X 5/8'SMS GENERAL NOTES PRODUCT RENEWED ' 12'-e" 6 SEC11CNS to'ZS ECTIONS 21' [l 25 complying With the Florida S SECTIONS fe^s SECTIONS 21' 0 18T X.6W LOCK BAR 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Building Code O 13' 4 SECTIOEM NS te'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE 2014(STH EDMON7)FLORIDA BUILDING CODE INCLUDING NOA-No. 16-0330.02 0" i ON EACH SIDE OF DOOR HIGH VEIOCnY HURRICANE ZONE(HVHZI: SECTIONS 1 5 SECTIONS 21 Expiration 06(09!2021 13'-6" 2 SECTIONS 18'6CIIONS 21" OlJT51DE KEYED LOCK OPTIONAL) B• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN QN DETAILS. 13'-B' 1 SECTION te' 7 SECTIONS 21 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL : n 1v 14 8 SECTIONS 21'- LOCK BAR LACKING SHOWN DRESSING OR STUCCO. By GEN3F' 1d M d Produe!Control 14'-3• 8 SECnaLS 1B"3-SECTIONS 21' ALTERNATE TO SPRING LARDED SLIDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED GIBBON STEEL 14'-6' 5 SECTIONS 18'T SECTIONS 21' LOCKS SHOWN ABOVE 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN fr S i'A• "f - v° 8 0 5 t 14'-S' 4 SECTIONS 10'5 SECTIONS 21" THESE DETAILS ARE NOT PART OF THIS APPROVAL =� _ I 15' 3 sFAnoNs Ie•6 sTxTIONS 21" 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing TIO. ' IS'-3' 2 SECTIONS 18'7 SECTIONS 21' 0.1� YE OF I 1 SECTION 10' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA ��(� owDA:'G�� 01-09 15'-9' 9 SECTIONS N-14 1'- BUIIDINc CODE,TAS-202.TAS-201 &TAS-203 FOR AMR AND Ss/ORAL`^\ IS, 8 SECTIONS 18'4 SECTIONS 21' ASTM E78B6-O5/AST1d E1996-08. A rAfI1111 11 sheet � of 5 24 O0.STEEL PANEL �{�� o 0 3/16'ALUM RIVETS I Z m qn w rr q FLAPS BENT OVER PANEL--\ ,Tm- 1/2'PUNCHED HOLES 0�N d .024'STL PANEL O 4"O.C. _ m I T ffCQQ o OUTSIDE OF 000 O I � ZOJ~ I LLZVTLL o I v' o STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD`AMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16'X 1-5/8'LAG SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE Do QE PER BRACKEE)T POSITIONED AT EYE LEVEL L�..UE o 0 ANCHORS AT TRACK BRACKET• o n OPTIONAL STOP MOULDING /) 1/B'DIA POWER-BOLT BY' s' W j FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER 2'MIN. TO MASONRY SEE NOTE ON SHEET 4 MIN. INTO CONCRETE Q S 1-7/B'MIN.EDGE DISTANCE i $14 X 5/8'SIBS 3/4'X 2'X 2-1 2'X 18 GA STEEL Z~ m 6 PER HINGE B)310-DL_N C a PNC 13Y'HILT' Z END STILE,CONNECT TO PANELS WITH aD W 1/2"X 1-3/4"X.059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS 1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK QJ T O 1 SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE Z < n 0.55 S.G. " EUG 0 ST.: FND STILE WITH 3/16'POP RIVETS O 12'O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLDCK U O Z • p °' . 1-7/8"X 2-5/8'X.045'STEEL EDGE ---WWW CONCRETE Fc=3000 PSI MIN. N CENTER STILE.OWED AND RIVETED DISTANCE I C-90 GROUT FlLLED BLOCK t'm 2000 PSI MIN. C4 a 1 1 1 TO PANEL W/(4)3/16'RIVETS 1 1/2"MIN. I POP RIVETS n ,t ¢74 X 5/0'S.M.S. 1E 11 1 1 4/HINGE �• �• e 1. ANCHOR TYPE A OR B g iS'X 2.19'X 33'X 102' C1)PER BRACKET 3 N b u STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING u SEE SHEET 3 FOR112 ami i o i g 1 I 1/4-20 SS BOLT de NUT c o m 7-1/2'X.071'GALV."Mr-E CENTER 7-1/2'%3'X.071' - 1 SECTION R-R END ROLLER HINGE j 7/16'PUSHNUT ._ INSTALLED ON ROLLER SHAFT ` All, 11, 11,' = INTERIOR SIDE 1.82'DA.x.s0'STEEL RORFS-n,,0-NAL LERS( PRODUCT RENEWED EL TRACK 1.82'DA.X 50'NYLON ROLLERS((OPTIONAL as complying with the Florida GA%2-1/8'X 1'(STANDARD) 2.75"010. X.50"STEEL ROLIERS(OPTIONAL BuRding Code _ r70�92 GA.X TO TRACK XPl-112'(OPTIONAL) 2TES .75'DIA.X SD'NYLON ROLLERS(OPTIONAL) NOA-No. 16-0330,02 _ *e1 :•�j.= 0 8 0 $ W/ 1/4-20 x 5/8'TRUSS HO. wmi 5'STEM Psprrntlon 08/0912021 1 °g= SLOTTED MS.4 TACK NUT 6 OP drawing no. By Miam a e Product Control '''��+ -� p0.•C9� 01-09 fl ''''S�oNp`�L1G���` sheat 2 of 5 S -POP RIVETS 2%2 X 1/8"HORIZ ANGLE (� m 5/16'X 1-5/B"LAS SCREWS INTO W000 OR HORIZ.TRACK sUPPORI, SPOT'WELDED'TO HORIZ TRACK 2-3/4°X 5-1/2"%3'% .704" 5/76°SLEEVE ANCHORS CENTER SUPPORT READ.ON DOORS WITH TWO WELDS AT 1-1/2"APART' 11�� o CALV.STEEL IX EEDING B FT.IN HE(GM FIRST AT 3 O.C. m I TOP ROLLER BRACKET ON EACH 510E WITH 1-1/4"EMBED INTO MASONRY f1 _ _ FASTENED W/(6) 14%5/8'SM.s. _ _ 3 PER BRACKET II A -I CONNECTED TO FLAG BRACKETREST AT eANGLE Z w m 090 THK.GALV.STEEL ADJUSTABLE VV/3/B-16 X 3/4'BOLT k NUi Q y¢ m pND TO SPRING 51WFT GUIDE WRH SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4"X 13 CA STEEL PLATES A„J (2) 1/4-20 X 5/8"BOLT&NUT �' < W/5/16-18 X 3/4"HEX HEAD _ _ WELDED TO 1-1/2`X 1-1/2"X 14 GA ANGLE -- g x N m M.SCREWS&NUTS FASTENED TD TRACK - -- g 1 u TOP BRACKET WITH(4) 1/4-20 SS. BOLT&NUTS -- HORR.TRACK LENGTH=OPENING HEIGHT PLUS 12' Q 0 N�'- (STANDARD) _ _ IL W TO(DLIRACKET VERTICAL TRACK Q N u LOW HEADROOM DOOR 14 GA.GALV.STEEL TRACK �T 2-1/8"X I'X.080" v pm SECTION A-A Q¢°11:m o0 N p HORIZONTAL REINFORCEMENT Q 4 a 0 a=s 1/2'X 1-3/4"X.059'FORMED STEEL 2'X 5-1/2'X.104' Q o rV CLUED TO PANEL AND FASTENED TO t3�' VERTICAL STILES WITH FASTENED W/ 4)y 14%GALV.STEEL SMAS. W a 6 m a (2)3/16°POP RIVETS TOP RiSU.FR BRACKET FOR LOW HEADROOM DOOR OPTION DOOR 4 BEC71DN HEIGHTS BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH 81 92 B3 B4 BS B6 87 BB .J S 1/2"%1-3/4'X.059'FORMED STEEL 6'-0' 18 18 18"18"N/A 1'TO 2"77-3/4" 23" 34" 45" 56" 67' - Q w a GLUED TO PANEL AND FASTENED TO 6'-6' 21'18" 18"21"N/A 7'TO 2'11-3/4" 23" 34" 45" 56" 67° - C VERTICAL STILES WITH (2)3/1B"POP RIVETS 7'-0' 21"21" 21 21"N/A 1"TO 2"11-3/4" 23" 34" 7'-6° 1187118- 18 18 18 1"TO 2'11-3/4° 23" 34" 45" 56" 87" 78-1/4" 5/16'MEETING T88 8'-0" 21`18 18"18 21 1"TO 2'11-3 4" 23" 34' 45" 56" 67" 78-1 4" —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM D: m _ 1.82"DIA X.50"ROLLERS Fr O W/.44 DIA X 4-1/4'STEM p FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C. O n _ M OPTIONAL INSULATIONS: Z¢ ¢J lTY'DYPLAST PRODUCTS LLC' g7 o ¢ EPS-IXPANOEu POLYSTYRENE p o m 1.9'X 2.19'%3.3'%.090' DENSITY= 1.05 PCF STEEL TRACK BRACKETS cD '0 w �- N.O.A.$11-0926.07 n 2-3/16'HIGH J a OR m CONNECTED TO TRACK WITH Z I ISO-25 POLY-ISOCYANURATE ) 1/4"BOLTS do NUTS. m O 030 K .... DENSITY=20 PCF 1- O 2 o d N.OA i11-0926.06 m W p u)�n Qp 2d _ _ OR Lil a 13Y' ILOFOAM NORTH AM ICA' N m N.OADENSITY 123 PCF N d N.OA X15-1203,04 F OR BY'INSOLFOAM LLC' a DENSITY=0.92 PCF m i N.OA#14-0311.08 M e m 14 CA GALV.STEEL N z ROLLER HINGES FASTENED m"• W1(4)X14 X 5/8'SMS m c € : 0 MIN. 024'ROLL FORMED STEEL PANEL 8 DRAWING QUALITY G-40 K MIN.YIELD STRENGTH-34 KSI 0 0 WITH PRIMER AND BAKED-ON TRACK CONFlGURATION v g m POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL VERTI. I TFT JjIGH LIFT STANDARD LRT LOW HEADROOM o o $o O d DOUBLE TRACK o _ q AVAILABLE TRACK OPTIONS12 Gk GALV.STEEL BOTTOM BRACKET FASTENED / "SMS �i PRODUCT RENEWED o as complying with the Florida W/(4)X14 K 5/e .•• __ Building Code •70 EAVb' a O BOTTOM SL OPTIONS 16-0330.02 NOA No. _ SEE SHEET 4 Expiration 0810912021 drawing no: OF OF 01-09 h9am a e Product Control SECTION A-A Si��jI1 \�V sheet 3 of 5 REINFORCEMENT 3j4- 1/2'X 1-3/4'X.058' GE FORMED 5fEEl. DIST SELF DRILLING SCREWS ®e X 1' o 4� 1-1/2'MIN. 3/16''RIVED'STEEL PoVETR SELF DRILLING SCREWS' Z H m aL I E DIST. _ m MULTIGRIP W/DOME HEAD 7/16''RIVED'STEEL RIVET cp Grin» m o AT 48`O.C. MUL71GRIP W DOME HEAD m AT 48'D.C./ REINFORCEMENT' 1/2•x 1-3/4•X.058• 0 eoV` FORMED STEEL O O 1/4'DIA,LAB SCREWS 1/4•DIA.LAG SCREWS WORD BU I AT 62BY 'FROM ENDS 14000 BU AT 6'FROM ENDS O n AND 19'O.C. MAX. I 1 AND 19•D.C.MAX. 0 N 7 p W'STRIP ALUMER INUM W'SIRIP ADAPTER 1 AWMINUM STEEL p 0.93 I Q 04bE RUBBER W'STRIPPING RUBBER W STRIPPING �, z D ry .DSO �z .534 .700 .Dao .3as Q m E 2 � I� m 1.750 1.790--i B07TOM SEAL OPTIONS OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) O V3 O M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 0 WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE ANCHOR SPACING U i a VERIFIED AND APPROVED 13Y THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. (¢j Z F-Z 3 8 HLC SLEEVE BY HILTI' CONG. 1-1 4 B" 1-5 8 ro w 3/8"HLC SLEEVE li/'HILTI' FILLED BLOCK 1-1 a• e" 4' m n 1 NAS 3/8-OYOLT BY'ITW' CONC. 1-1 2 B' 2' O O , y STEEL STRUCTURE BY OTHERS 3/8'DYNASOLT BY'If W' FILLED BLGCK i-1 2 8' 2-1 4' 6/16'X 1-5/e' B-5 S•POWER-BOLT BY POWERS' CONC. B' 1-7 8' U p Z 2 N LAG SCREWS MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL DY SIMPSONS CONC. 1-1.2 1-7 8 IWn n AT 12"O.C. BY DOOR SYSTEM m 01 �. CONCRETE r. 3000 PSI MIN. Q ry< J _ 5/16'DIA BOLTS C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN. 2 r WITH WASHER de NUT D WOOD BUCK CONNECTION TO MASONRY ,e t• - AT 12"O.C.MAX EDGE DISI. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO B GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH D 1/4'ULTRACON BY'ELCO'WITH SPACING OF , 16`D.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN,EMBED 1e ' 18`O.C.INTO 5000 P51 CONCRETE,WTiH 1-3/4'MIN.EMBED c 8 2-1/2'MIN.EDGE DISTANCE 1-1/4'X 2-112`%14 GA 1 1_1/2• 1-1/2' CONT STEEL ANGLE o 1/4'TAPPER BY'POWERS'WITH SPACING OF o g o 14'O.C_INTO GROUT FILLED BLOCK WALL WWRRFH{ 1-1/2'MIN.EMBED 12 GA 1 GALV.STEEL 2-1 8"X 'X 14 GA. ? 16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16•X 2-1/2 FIAT BRACKETS t3'LONG CALV.STEEL TRACK 3MIN.EDGE DISTANCE FILLET WELDSAT 12 O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES 3/8'CONFI.EX BY'ELCO'OR AT 12'O.C.MAIC AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1/4-20%5/8'TRUSS H0. CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT 3/0"LOT BY'TIW'WTIH SPACING OF 24'O.C.INTO 3000 P51 CONCRETE,WITH 2-1/2-MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE 2'MIN,EDGE DISTANCE / CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 3/8'NLC SLEEVE BY'HILT'WITH SPACING OF TO W000 RUCK Tf1�l TO ONCREII'AND Fl I FO B OCK y B"O.C.INTO GROUT FILLED ED BLOCK WALL,WITH 1-1/4"MIN.EMB ,4`MIN.EDGE DIST. `c x 18'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4`MIN.EMBED AND 2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION `1111uun1r/� q PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ENSp'•., q 3 as ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT uilding CLOADS IMPOSED lding Code complying with the Florida BY DOOR SYSTEM. Bp592 NOA-No. 16-0330,02 Y}?• t};�,_ � s FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF * _ RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Fx I tion D 11008109120211 v 9 BUILDING OFFICIAL UPON INSPECTION. drawing no. By �Q'• OF .. MAXWUM EXIERIORM LOAD PER JAMB m(9.33'X 50 P5F)/2 a 233.3 Lbs per FL / OR19A.'\ MAXIMUM INTERIOR(-)LOAD PER JAMB m(9.33'X 60 P INlam Product Control TS`b+�••1•,�•� 0 —09 = err IALLI IV sheet 4 of 5 SFS/2 2793 Lb.par FL soD �--f aso U Q *PLASTIC COMPLIES WITH V. DOOR PANEL. CHAPTER 26 OF FBC 24 GA. (.024)STEEL Mw. SEE EVIDENCE PAGE Z q� fl O� h 1.785 1.725 re e o 7/18"DLL WASHER O � ,.,44 n. � 1 0aI LL v21 3/4' �y e 8%3/4'SMS .800 a K O 1 I I ®3/8'FROM ENDS • •176 ANO 7'O.C.MAX. WOW.WIDTH Q 11 i1 I i i t rS EXTERIOR FRAME * INTERIOR FRAME y c d (a)#5%3/4'SMS `a `i d 18 1X/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q g'w 11 a I 1 W 1-3 FROM ENDS o f {L Z AND&/•1/2'O.C.MAX. L Iii o 100 A '.':• B C '• i ILII 179 x.082 DEEP �• ILII GROOVE II ILII 00 II O O IIIA 1/4'POLYCARBONATE LEXAN ! O 'si rl I:I BY'SABIC INNOVATIVE PLASTICS' LQ Q J NOA#15-0915.08G- � to W r$ o 4 �Z :I! 0 0 Z o N N 1111 j ii. % of Q v III /, /, ❑.N-S II ILII 11,1 III! IIIc ' 175 X.082 DEEP GROOVE ��7Lj (4)g9 x 3/4'sus INSIDE ELEVATION g g !I! ® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS t III I AND 8-1/2.O.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION i O r ye x 3/4'sus C 1Ijl I ®3/8'FROM ENDS 175 X.082 DEEP _ B i 1 AND 3!,11;, O.GMAX. GROOVE / �0 < 48 X 3/4'SMS 0 3/8"FROM ENDS AND 7'O.C.MAX. r- --- `,```altu / �� 7/16'Oa WASHER PRODUCT RENEWED J ` -------------------- .. .. .. .. .. .. .. .. as eomplyN9 with the Flerlda ��'' GEN '� 1 ----------- Building Code NOL4No. 16-0330.02 DOOR PANEL EXTERIOR ExplmHon D 0810912021 24 GA.(.024)STEEL MIN. DOOR PANEL 15/18'MIN. O.L.OPG. By ��• IEOF :/ � drawing no. 24 GA.(.024)STEEL MIN. GLAZING SITE MTaml P-ductGontrol WINDOW WIDTH •.,oR1Dp. '�v�; 01- 9 ���''r O...... � sheet 5 0 0 5