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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: 21 ri C) I � =ion • Building Permit ApplicaPlanning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential PERMIT TYPE: � rr PROPOSED INPROVEMENT LOC TIONz r., Address: S-4fod 71971 Property Tax ID#: I D -Q b JA- U DD to Lot No. ^ Site Plan Name: Block No. Project Name: DETAILED,DESCRIPTION OF WORK: • CONSTRUCTION INFORMATION: Additional work to be performed under this permit-check all that apply: _Mechanical —Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing Sprinklers —Generator _Roof Pitch Total Sq.Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 1 0 • Utilities: —Sewer —Septic Building Height: OWNER/LESSEE. CONTRACTOR: . . Name Name: flKtvq Address: 5"4100 © 5 Company: 54 1 City: hi�t 6VI&'& State: �1 Address: , G Zip Code: Fax: City: State: Phone No. V-IW72? 9212- Zip Code: 3(ky5I Fax: E-Mail: Phone No 77,9--6 4 Fill in fee simple Title Holder on next page(if different E-Mail from the Owner listed above) State or County License 92QV$ If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONS7RUCTlON 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: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. 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 a permit 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,reccLrdingyour Notice of Commencement. Signature of Owner/ s on ractor as Agent for Owner Signature o oXIDA ens e older STATE OF FLO A STATE OF FL COUNTY OF fA Lu t ie, COUNTYOF The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 1 day of Ae-b ,20a by this day of 20_ by Name of person making statement. Name of person making statement. Personally Known L.-� OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced 5 QLI.'o omcg4 (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Commission No. 61 mbm Commission No. (Seal) IIXh>ilE YVM\ roMMl IONl1018194 Was.,JIM NY 31,2022, REVIEWS F X111 PLANS VEGETATION SEA TURTLE MANGROVE CO - - REVIEW REVIEW REVIEW REVIEW. DATE RECEIVED DATE COMPLETED Rev.9/215/18 RECEIVED FEB 0 12019 MIAMI-DARE6T. Lucie Gounty Permlttlrl ouNTY 0 Y 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.sov/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(AHJ). This NOA shall not be valid ager 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 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 berein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master®i1'Iodel 8241811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP-+36:0;.-44:0-PSF,), APPROVAL DOCUMENT:I?rawin.No.02-21 Rev L,titled,724 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002 and last revised on"OCT 05;2017,,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ah�dd;-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. A41SS- LE 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`Mami 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. T MY11NATION 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. AD'V`ERTLSETM[ENT: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#15-0304.01 and consists ofthis page i and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1018.12 Mt t r=eoutv7�r Expiration.Date.-July 21,2020? "'• • Approval'Datef December 14,'2'017 Page 1 ��`��\� DAB Door Company.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNJIITTED 1. Evidence submitted in Previous files A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submifted under NOA#11-0414.12" 1. 'fest Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed by Candido F_Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No.E ETI-11-3204,dated 01/20/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)y, prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Subinirted under NOA#05-0-228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz Seda,P.E. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No-HET103-1329,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared by Hurricane,Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted underNOA#03-0210.09" 7. 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. C. CALCULATIONS "Submitted under NOA#I4-08I4.10" 1. Anchor verification calculations prepared by AI Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-1 z DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED C. CALCULATIONS(Cont.) "Submitted under NOA#11-0414.12" 2. Anchor verification calculations prepared by AI Farooq Corporation,complying with F.B.0 2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E. 3. 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. "Srrbrnitted under NOA#09-0128.02" D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative PIastics,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 Insulfoain 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-CI Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam 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 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 04-1251,dated 11/29/2004 signed and sealed by I.Ghia,P.E_ & 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, ReportNo.04-761-15019.0,dated 05/0612004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Subtnked tinder NOA#14-0814.loll 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-2 s DAB Door Company,Ina NOTICE OF ACCEPTANCE:EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.02-21 Rev L,titled"24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. Note:This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06,issued to Insulfoaan,LLC,for their Insulfoam Expanded Polystyrene Insulation,expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,expiring on 01/11/2022. 3. Notice of Acceptance No_15-1203.04,issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation,expiring on 02/24/2021. 4. Notice of Acceptance No.15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014(511 Edition)and FBC 2017(6tb Edition), prepared by Al Farooq Corporation,dated 10/05/17,signed and sealed by Javad Ahmad, P.E. F. OTHER L This NOA revises NOA 915=0304.01,expiring 07/21/20. U. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.17-1018.12 Expiration Date:July 21,2020 Approval Date:December 14,2017 E-3 7-1/2"X 2-1/4-X t6 GA. -"•- PUSH NUT TDP FIXTURE 5^1/2'X 2-3/4"X 0.1" OPTIONAL DOOR VIEWER �� CtiLV.STEEL CENTER HINGE 'f p _ r. STEEL PLATE WITH ONE 5/16-18 MS W/ NUT A! AT W/(4)114 X 5/8'SMS f t1 FASTENED TO END STILE WITH TDANY BE CENTERESTILE ait N C WITHOUT DETRON SLEEVE(STDJ (6) #14 X 3/4'SELF DRILLING SCREWS p 7-1/2"X 3`x.071'CALK STEEL 0 rp rt SEE SHEET 3 FOR TOP BRACKET OPTIONS O Al 114 5 END ROLLER HINGE 1 00 ! CENTER STILES �--�A "t 11 W/(6)014 X 5//.B-SMS t SEE SCH.'A' �' WITHOUT DELRON SLEEVE(STD,) WITH DELRON SLEEVE(OPTIONAL) p 7-i j2'X 2-1 4"%A71" `�----- ��.. {ID'S , 1L CALV.STEEL CENTER HIND LOCK �` r-3 M---. "-'�`J I N �a 'td� m IL W/(4)#14 X 5187 SMS 2f DOO.R p wrrx DELRON SLEEVE Tar olut)'�: -_ - -- �0 .\% crijbI a m ! 17 w X .15 THK.LATCH, ~ 1 O D SEll PRING O LOCK ��� j U11 I C J11 R HINGE 1 FASTEN LOADED SLIDE HOLT(BOTH SIDES FASTENED w/(a)014 x 1/2"s.M.s. � =1 C3 f8MINLOCK ENGAGEMENTCONRMTO SECTION iOOB REGARDINGGARAGE g00RS .15$CIA,GALV.tCO AIREMSFI TE&E _o' rr _ '``` C91. BLE k O I PRESS SLEEVE �� f D Wj FUN.5 TO i SAFELY FACTOR I� lit I 2-3/4'W X 5-5f8'H X.OBD"THK.1 rt i - •---.•.•- ...�'"'"' '^ `- .'�"r'_""; �' ' STEEL PLATE. i-3/8'DEEP�)� r t r ."--=•--"n.`m°'--_—':a`"""" WITH 3( ) di4 X 3/4' L� f i `� RILLt r � •FOX SELFSCREWS ."'. `".._.,$RACKETI STD. W r DOOR LDROOASi�_1 DOOR OPTION "" U 'i6 DOOR 'W GARS AT .. q 0, .0 DOOR 4 47 v N HEIGHT CONSISTS of EACH DOCK 7-718'X X.014' r OPTIONAL VENTS i av / WOOD G FLUSH FACE N 3 v a-H" 2 SECTIONS 10'2 SECTONS 21' STEEL PLATE (3}5'WIDE AT 7"0.0.MAX. WOOD GRAIN DESIGN L-.-A �I o Z 0 6-G' I SECTION 18 3 SEc110N5 21' WITH (4) F14 X 3/4'SD5 DPNG.AREA NOT TO ExCEED 120 SO.IN. MAX.DOOR WIDTH g 7' 4 SECTIONS 21-�- 16-2• � DOOR TESTED U!ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA �� w°u ?'-a' S SECSIONS i8'- CENTER STILE THIS PRODUCT IS RAIEa FOR LARGE MISSILE IMPACT jNSlDE �l.EVATIQN BUILDDOOR 10 CODs,TAS-202,TAS-204 t4 TAS-203 FOR HYH2 At;O Ly o=- 7'-S• 4 SECTIONS 16`t SECTION 21' RAISED PANEL EMBOSSED DOOR A5TN E1886-OS ASIFI E79G6-09. N a 2 H• 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE (:FNERAL NOTES �"� W-3' 2 SECTIONS IB'3 SECR01i5 21' 1tANDlE STILE DAH DOORS INC. I.THIS PRODUCT HIS BEEN 14(5TH AND TESTED TO COMPLY 4) THE 1 SECTION 1H' 1 SCCTI�IES 21' REOU0IDAQ{iS DF THE 2014(6TH EOniDN)f2017(DTH EORION)FLORIDA -8'-s 5'SECSiGHs 21"- Hurricane MosterO Madel 824j611 BLIILDINO CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(tMti). ❑L S' 6 SECTIONS 18"1- rLmm;;0", IDES Max. Silo 16'-2'X 16'-0" High 2.ANCHORS SHALL BE CORROSION RESISTAM,SPACED AS SHOWN ON DETAILS W-3' S SECt10Ns IB-t SECtiON 21' " END STILE With window Lite Option AND 1NSTALh11 PER MAt.TF'S INSTRUCTIONS.SPECIFIED EMSEDUEM To BASE in B'-5"4 SECTIONS 1B'2 SECTIONS Rf• n WITH(4)N14 X 5/8°SMS MATERNL SFVLL DE BEYOND WALL DRESSING OR STUCCO, o F A W-S' 3 SECTIONS IB'3 SECTIONS 21' 3.A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 1 2 SECTIONS ta•4 sECTwNs 21` t8T x.61v LOOK BAR DESIGN PRESSURE RATING = 46.0 PSF to'- 1 5 TI 1B' 8 SECTIO 21' R ENGAGES IN TRACK - 44.0 PSF 4•MATERIALS INCLUDING BUT NDT UNITED1 TO STEE;NETAL SCREWS.THIT to-0'0 5 CTtDN3 21 - 22ES55 ON EACH SIDE OF DOOR COME INTO CONTACT HATH OTNFA DISSIVIL R MAT ALS SHALL MEET THE Do ---•� CENTER STILES soimu E'A` REOUIREMEtTTS OF THE 2G14/2Oi7 FLORIDA BLOO,CODE t<ADOPTED STAtv'pARDS. S S P f0'-s' 0 5 CTIONS IB IS N 21 � OUTSIDE KEYED_LOOK CENSER SIRES CONFIGURATION 5,THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INMINVATION 11' S SECTIONS 18 2 SECTIONS 2t' FOR A SITE SPEC=PR0IECT,i.e.LIFE SAFETY OF THIS PRODUCT ADEQUACY tt-3'i SLOTIONS iH'J SECTIONS 2f' S} . WOR w om OF CEtLTER STILES OF STRUCTURE RECENING THIS PRODUCT AND SEUJNC AROUND OdEIRNO FOR f1-6'3 SECTIONS/B'4 SECTIONS 21' 3 i ^-i-_.y_ - LOCK BAR LOCKING SN01YN �L=� �^"s e'-0'7o s-to 1 WATER 14t1LSRATtDN REStSANCE EEC. a 11'-s`2 SECTIONS 18`5 SECTIONS 2t• LOCK ALTERNATE 10 10'^0 t0 11'-O' 2 CoNaMoNS to SHOWN 1V THIS ORAwWG ARE TO BE ANALYZED SEPARATELY, c v d F R t{ I2• t SECTIONS 19'6 SECTIONS 21- SPRING LOADED SUgE BOLT 12�-0"TO 1J'-10" 3 AND TO BE REVIEWED BY BUILDING CIMCNL _ 8•• 12'-3'7 SECTIONS 2t'- COCKS SNOwN ABOVE 14•-0"TO t5'-i0' 4 8.1AANUFACTURER'S IA6R SNAI.t BE LOCATED ON A READILY Y45t$tE LOCATION 12'-G" B SE'CTION5 18'18' SECTIONS 21' D'-Q°m 9'^107 21 ACCORDANCE WITH sEC'ION 17tl2.9.J OF FLOPIDA BUILDING CODE. ^ DOOR WIDTHS tH'-i1'7Q 16'-2' 8 LACM%G TO COMPLY WETN SECTION 1708.8.2. i2'-Y' S S CTION5 16'3 SEC'RONS 21' tttlf tttlilAtu�t t _ S3• 4 SECTIONS i67{SECTIONS 21' �t �� A,y rrr g 3'SECTIOM5 lE'9 SEC7ION9 2' MtgDUCt NfiY1Rg3 �j p� I�`'� M14 X Jf4'SELF DRILLING SCREWS �� ``v "'•.,'�LQArrr b i Z SECTIONS S8'6 SECTtDNi 21' 1+. 7 ('�_ _ __.- MAY 8E USED . '�1bO '%,� 1 SECTION 1H' 7 SECTIONS 21• tlM.' 1fis,H`tlk*�A -�`�� -- _- IN LIEU OF�14 X 8/B'6M5 y �, t+ D BECKONS1ttam°iAelltrNalT tOt 2 10'-0"TO IT'-W ( 14'-0'm !s`-10' b,7 2 y $ 14'-S's SECTIONS 1H'IS SECTIONS 21' @tplt°f1p40�it Y 2 " g00R WIDTHS DDDR WIDTHS " r !?'t Y $ 14'-B 5 2ECTIONSECTION 1H 1� 14SCCFtONS 21' K �''� _ _ -'U1• - 4 SECTIONS 18 15 SECTIONS 2' (jII�'��''___ I �' 11•.1 !• DTA°QP ','Lfl� dfOwing no. ' 15. 3 SECTIONS IB'6 SEc-m2s 2' 4 � -,-• I4-,.-Jl lel " ^ tb'-J"2 5CCR0l4S iH't7 SECTIONS 21' - l!11nnD�.R1dF.'' 16'-6'It SECTION 18' 6 SECTIONS 21' I JW m 16'-2' r rS�j.+tvl3id-�•"t\% 1 15'-s`Is SECTIONS 21'^ TY-0"TO 13'-10' DOOR WIDTHS T/ 111113 ehcot oP 5 10 16 SECTIONS 1011+SCCTIONS 21 DOOR WIDTHS I 24 GA. SI-IPANEL t>t NI D �y FLAPS BENT OVER PANEL Z 93 ° bT r15�i�a 1/2"PUNCHED 4'O.C.A k I I V elPl1 I 1 t�E�� 4g4g4g' -1/4`%3/4'X 2' $ GAIN.STEEL U,BAR REINFORCING TRUSS g� �@ O BOTTOM OF PANEL TRUSS FASTENED TO I VERTICAL INTERMEDIATE STILES W/TN'0 #14 X 5/8'S.M.S.AND TO END STILE 1 1a1, g W/FOUR j14 X 3/4'SELF DRILLING S: �CFREVB�p Z l'I__f0(p,j� �j D �j�� PbMha Orte `�7F��'• SN �l--tl ,.� gN� 3/16'POP RAFTS �� � Prt+dugCmkol n - r® AT 4'O.C. m = (6 FOR 21"STILES y (5; FOR 18 STILES ap n STILE •024'STL PANEL d r7 OUTSIDE OF 00 y 0 T ti M LL W _LST SECTION (BOTTOM) INTERMEDIATE SECTION SOP SECTION I V 0y o m C O OPTONSTOP MOULDING DI BY OR INSTALLER S L!O BRASS DOOR VIEWER � STEEL TRACK BRACKET FASTENED 9 r p =F TO WOOD JAMB WITH 0 14 X B/8'SMS3/4'X 2'%2-1/2'X.oa9'STEEL BY 'SCHLACE SECURITY HARDWARE' SCREW 5/16'%1-8/8'LAG SCR6 PER HINGE 3/4' STILE,CONNECT TO PANELS WITH INSTALLED IN 9/16* DIA. HOLES IN CENTER STILE (FULLY THREADED) FLAPS AND(0)OR(6)3/16'ALUM RNETS POSITIONED AT EYE LEVEL HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X.050'FORMED STEEL SEE OETA'L AABBOVE ONE PER BRACKET CLUED TO PANEL AND SECURED TO IND STILE WITH(4)3/16'POP RIVETS AN('RORS AT TRACK i3RACN.�+T_• /R"me POW R-ROLT RY POWERS, L7 SOUTHERN PINE .. ,%a�� 6^X 2-5/8`X.049"STEEL T EDGE 2'MIW EMBED INTO CONCRETE ) 0.55 S. -CEI x STILE.GLUED AND RIVETED DISTANCE (3000 PSI MIN. o �i TO PANEL W/(4)3/I6'RIVETS 3/16. I 2'MIN. EDGE DISTANCE �c�{ 1- AIN. / 14 X b/8'S.MS. POP RNETS °�:".�.•: I I-3/tfi 3/8"11NLG SF�Ry'HILM O a'�' / r4/HINGE I d. ;�°,' B)1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK Q I?Q _ 2-1/4'MIN.EDGE DISTANCE INTO CONCRETE 4'MIN.EDGE DISTANCE INTO FILLED BLOCK 1-3/18` IIv CONCRETE 1'c—3000 PSI MIN. n w C-90 GROUT FILLED BLOCK!'m 2000 PSI MIN. 1.9'X 2.19'X 33"% 090' 1 Y STEEL TRACK BRACKENS L L 1 PER BRACKET 0 CKET R TYPE A R B Irl I SEE SHEET'3 FOR SPACING .._ i SHEET 3 FOR BRACKET SPACING 1 /l 1/4-20 SS BOLT ~ 0592 - �L 7—t/2•x.050^ INTERIOR SIDE -1/r x .071" y N� ^>} ;* u, STEEL TRACK CALV.STEEL END ROLLER HINCE g 14 CA.X 2-1/e"X 1"(STANDARD) CENTER HINGE 1 12 CA%3-9/1B^x I-1/2"(OPTIONAL) 1.82'DIA.x SO"STEEL ROLLMEURSLERS(STD, ('.;I �;U •-''I - T OF •6(j� drawing no, FASTENED TO TRACK PLATES 1NST•ALLED HHUT ORONAL pusON ROLLER SHAFT 2.75"DIA.%50'STEEL RODtk X .50'NYLON LLLERS (OPTIONAL AL ��i 'D�.'.. ���� W/ SLOTTED/4-20MS"TRUSLOCS HD, SECTION Ell- 2.78'DA X.50'NYLON ROLLERS (ORO �S$+`Q����{b�A� 02�"2� WITH 5'STEM /l N r 11 11 eh6at 2 ef_ 5_ POP RIVETS 1-1/2'X 1/2"X 1/8"HORIZ.ANGLE L%!�Iul - 5/16'X 1-5/8'lAC SCREWS IMO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT.2' (/J2-3/4'X 5-1/2'X 3'X.10a' 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITHOUT INSULATION OR WINDOW$, GALV.STEfl WITH 1-1/4'F3dBm INTO Ml50NRY EIf�yEEDINC B FT. IN HEIGHT 2'X 2"% 1/8'HORR.ANGLE a OP ROLLER BRACKET ON EACH SLE 3 PER BRACKET I I A FOR DOOR HEIGHTS ABOVE 8 FT.OR FASTENED 1Y/(6)8 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z ^m SPOT WELDED TO HOPoZ.TRACK 14 CA.CALV,STEEL ADJUSTABLE 2-1/2"X 4-1/4'X 13 GA. STEEL PLATES WITH i1V0 WELDS AT L-1/2'0.oARi Q SLIDE FASTENED TO BRACKET WELpED TO 1-1/2"X 1-1/2"% 14 CA ANGLE -- A+J flRST AT 3'O.C., REST AT 9'O.C, f• {}� W/5 16-18 X 3/4'HEX HEAD FASTENED TO TRACK - -- CONNECTED TO Fu0 BRACKET ANGLE 0. r M.S REWS @ NUTS. W/3/0-16 K 3/4'BOLT k NUT WITH (4) 1/4-20 SS. BOLT Gc NUTS -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12" _ AND TO SPRING SHAFT GUIDE TOP BRACKET - (2)1/4-20 X 5/8"BOLT ac NUT Nyr (STANDARD) TOP((BRACKET a p C 4 • LOW NEADRbOM OWR C) N 1" 14 OA(:ALV.STEEL TRACK 0 HORIZONTAL REINFORCEMENT a 1/2"X 1-3/4'%.058'FORMED STEEL VERTICAL TRACK Q p GLUED TO PANF1 ANO FASTENED TO 2-1/8'X 1'X.080' Q to VERTICAL STILES WITH SECTION A—A (2)3/16'POP RIVETS 2'%5-1/2"x.104' Q� Y�OI ry CALV. STEEL Q 4" FASTENED W/(4) 14 X 5/8'S.MS. TOP ROLLER BRACKET FOR •SECTION HEIGHTS BRACKET PIACEMENIS u HORIZONTAL REINFORCEMENT LOW HEADRODH DOOR OPTION DOOR t Q�+ 1/2'X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH STH BI B2 83 84 B5 86 1 B7 88 CLUED TO PANEL AND FASTE34ED TO 6'-0' 18"18" 18" 18'N/A 1'TO 2"11-3/4' 23' 34' 45' 56" I 67" - VERTICAL SALES 1WITH (2)3/18°POP RIVETS 6'-6' 21'18' IB'21" 1/A 1'TO 2'11-3/4' 23' J4' 45' 56' I E7' - o 5/16"MEETING RIB 7'-0' 21'21" 21'21" /A 1'TO 2.11-3/4" 23' 34" 45' 56" 1 67" - 7'-6' 18'18".18"18' 18'1"TO 2'11-3/4' 23' 34' 45' 56" 1 67' 78-1/4' PLASTIC/STEEL ROLLERS 5: 8'-0" 21"18" IB"18" 21"1'TO 2'11-3/4' _ 1.02"DIA X.50' e� --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM CO`S �YJ/.44 01A X 4-1/4"STEM n =y FOR DOORS MORE THAN 8 Ff. HIGH, USE ADDITIONAL TRACK BRACK75 AT 10"O.C.IT M OP110NAL INSULATIONS: a $ WtODUCf pEVIFBD p a 13Y'DYPIAST PRODUCTS IC' c STEEL TRACK BRACKETS.080' g0°�PLCI•E sllh tLs Flora• CL 012-3QG"TECH Atcryi•aceNa /O 2 B m c m ISD-25 POLY-ISOCYANURATE 1 DENSITY-2.0 PCF ONCTEO TO TRACK WITH 0 rn m F H.O.A.816-1108.04 I 4) 1/4'BOLTS k NUTS. ��' Q'I� o V o 1iY_'GELLOFOAM N(Iirfli AMERICA' DENSITY m 1.03 PCF - 11dFf'rodM"C.- 0 O h 0o 0 N.OA 875-1203.04 m OR 4] BY NSIIL AM lit' DENSITY 0.92 PCF N.OA 817-0221.06 m r--- •� ' \14 GA.GALV.HIND STEEL $ - ROLLER HINGES FASTENED _ w/(s)g 14 x s/B"se4s m (p k h N MIN. .024*ROLL FORMED STEEL PANEL 4 e DRAWING QUALITY C-40 MIN.YIELD STRENGTH.39 NSI WITH PRIMER AND BAKED-ON POLY r TOP INTTEED TOP OF STEEL 'RACK CONFIGURATION m e ArPa 4 .ten 4r N _ VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK 12 GA.GLV, STEEL AVAILABLE TRACK OPTIONS moi/ BOTTOM dKT8ss°4114X5/ u �.� �P.��cErtsF'•:"A ''. d � O BOTTOM SFAL OPTIONS T 592 1 ^ 1 } "SEE SHEET 5 t ltd ,{'� TP:TOF V�(tj� drawing no. SECTION A-A %.�t��+'.A20 1•r'J� �` 02-2 SEE SHEET 2 FOR LOCATION AA� �p'yAsheat 301 5 OF REINFORCING TRUSSES All 1/2-X CEM/41' f• ty ' IN. I/2'% 1-3/4'X.OSB' y 3 DGE FORMED STEEL N w DIST' SELF DRILLING BSCREWSB X 1• o 1-1/2"MIN. I OR h E DIST. T 3/16''RIVE)'STEEL RIVETS' OR DRILLING SCREWS O N N o MULTIGRIP 4V/DOME HEAD 3/19''RIVE?('STEEL RIVETS 1� n \ \ I g AT 48'O.C. LIULIIOIOP W/DOME HEAD F N I AT 48'O.C. -q REINFORCEMENT Q t3 gr^ 1/2'X 1-3, %.058' 1/4"OLA,LAI SCRLl55 1/4'DIA.LAG SCREWS FORMED STEEL a n 28Y AT 6"FROM ENDS 2BY IAT 6'FROM ENDS WOOD BU K 1 WOOD BU I ^r $ AND 15'O.C.MAX. f AND 1S'O.C.MAX. V� W'STRIP ADAPTER-,- ALUMINUM DAPTER ALUMINUM WS'StRIP ADAPTER $ Q o QQQ B RUBBER W'STRIPPING RUBBER W'STRIPPING .050 za_ I B34 .,9D I__3r a a PILUDL'GrREVIRED ,.. @OTTOM SEAL OPTIONS A,LrimPIJIn "ilbIheFk,*b Si OPTION 'A' OPTION 'B' hWInB Cour AaeDlArrrcNu O/ )2 " o W000 BUCK CONNECTION TO WOOD SU83TRATF(WOOD SPECIFIC GRAMSG=0.55 MIN.) EtpIrl"m Date m THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 4- " l"'v.1`- C TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/OESIGN YoOiM1t �n y,4;M 1T. t > WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE 'Q VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, AMN HOR SPACING I � e ANCHORS STRUCTURE IEMBED SPACI EDGE DISTJ R a0 c o 3L8.HLC SLEEVE BY NLTI CONC. I-1 4 B' 2" J 8 CONFl.IX TTY ELC FlLLW BLOCK 3-3 4 1 a `3 p n STEEL STRUCTURE BY OTHERS 3 'OYMBOLT BY' CONC. 1-1 2 8' 2-1 2-' 0 5/16-X 1-S B° 3 8 POWER-BOLT BY P RS CONC. 2' 1 2" / / MUST THE LOADS IMPOSED 3 B SLEEVE-ALL BY SIMPSONS CONC. 1-i 2 8' 3' & ���m LAG SCREWS SYSTEM AT 12.O.C. CONCRETE Pam 3000 PSI MIN, N o 5/16'DIA. BOLTS C-90 GROUT FILLED BLOCK Nm 2.000 PSI MIN. NJk O Z r= WITH WASHER&NUT WOOD BUCK CONNECTION TO MASONRY AT 12"0.0.MAX. EDGE DIST. a PRESSURE TREATED 2X0 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO $ GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH st 1/4"ULIRACON BY ELCO•WITH SPACING OF 12'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-11/4"MIN.EMBED 13'O.C.INTO 3000 PSI CONCRETE,WITLi 1-3/4"MIN.EMBED 1-114'X 2-1/2"'X 14 QA o 0 2-1/2"MIN EDGE DISTANCE j I-1/2�I S-1/2" COnNT STEEL AN 1-1/2" p R 1/4"TAPPER BY'POWERS'WITH SPACING OF l- "ioolll 12 GA.MY.STEEL -.` 13 11"O.C. INTO GROAT FILLED BLOCK WALL,WITTSf}} 1-1 2"MIN.EMBED FLAT BRACKETS 13'LONG 2-1 X 1`X 14 CA. ri 13'O.R INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16'X 2-1/2 AT 12'O.C.IN DOOR OPNG. {L� CAL�STEEL iMCK 3'MIN. EDGE DISTANCE FILLET WELDS AT 18"D.C.ABOVE DOOR OPNG. F FASTENED TO TRACK PLATES >i 3/8"CONFLEX 13Y'ELCO'OR AT 1Y O.C.MAX. / CONNECTED TO CONT.ANGLE W/A 2 iM%4-20X,5w(c_;TRUSS HD. 3!8"LOT BY TTYP WITH SPACING OF _ \ W/(3)SPOT WELDS AT EACH SIDE 5 S. & K NUT v X Wim, 2'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 2 6, $ 3'MW, EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK J/8"HUD SLEEVE BY'HILI'WITH SPACING OF j0 WOOD BUCK TO STEEL TO COYCRETE AND FILLED BLOCKCI- Y J 10.O.C. INTO GROUT FILLED BLOCK WALL,W1Ttttt{{1-1/4'MIN, EMBED.4"MIN.EDGE DIST. 15"D.C. INTO 3000 PSI CONCRETE,WITH I-1/4"MIN,EMBED AND ALTERNATE TRACK INSTA s�,(„TION J111LL TTITI Ito, 2-1/2"MIN.EDGE DISTANCE ♦ '� / PREPARATION,OF JAMBS BY OTHERS ♦ �6EN`F 1 I FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY .,0 592 ` EY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED - y+1 y $ BY DOOR SYSTEM, - 1r FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF •.—�-- RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY DT TEOP drOwin n0. BUILDING OFFICIAL UPON INSPECTION. `" ��•, w� 9 MAXIMUM EXTERIOR(+)LOAD PER JAMB-(18.18'X 62 PSI)/2- 291 Lba per R. /YI./���e��♦♦♦ MAXIMUM INTERIOR(-)LOAD PER JAMB- (16,10' X 44 PSF)/2-355.5 Lbe per Ft. �fII••.�+II 111111 9heel 4o} 5 •PLAS= COMPLIES WITH DOOR PANEL CHAPTER 26 OF FOC 24 CA.(.024)STEEL MIN, SEE EVIDENCE PAGE 1.766 1.726 7/16-DIA.WASHER 1.144 *163 1/1 /FROM 4 IMS 21 3/4" g Ij/�,ENDS .176 'D 7"O.C.MAX. EXTFEIOR FRAM t Ile 1/8- RIGID PVC CNE PIECE INJECTION RIGID PVC ONE PIECE INJECTION (4)88 X 3f ItOSMS FROM ENDS AND 6_1/2*D.C.MAX. 11t Wj� X 0 LI illi .175 X .062 DEEP ILI GROOVE LI Jill POLYCARBONATE V.XM I Iv —BY SABIC INNOVATIVE PLASTICS' NOA 915-0916.03 giz U3--— 4. iY 1.1 oi 7 04.09 til .175 X.062 DEEP GROOVE ;J: I INSIDE ELUKION (41!8 X 3FI.V'�SlE IN 3/8. !S --Q 1-318' ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WN104 08%ilh lbe fwb its AND 6-1/2-D.C.JIM. WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION #8 X 31e sms 0 FROM ENDS 00 Ills X.002 DEEP AND 41/18;r C.C.I.M. M, #8 X 3/4"SMS AND 7 D.C.MAX ...... 0 3/5 FROM ENDS - ----------- A 7/16-CIA.WASHER 0000 PANELj EXTERIOR drmawlng �--�DJDOR PANEL 24 GA.(.024)STEEL MIN, 15/16-MIN. D.L.OPG. Rio 24 Gk(.024)STEEL MIN. QLdZNG SITE 02-21 WINDOW WIDTH 6hoe%5of