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850 Seminole Rd COMM19-0014 Steel Doors Y iAiv,wa City of Atlantic Beach APPLICATION NUMBER �S �� Building Department (To b signed by the Building Department.) fiff ` , 800 Seminole Road I Q ,• Atlantic Beach, Florida 32233-5445 �i �1 \ l ' O c (4_ .5^` Phone(904)247-5826 • Fax(904)247-5845 I -_on yr E-mail: building-dept@coab.us Date routed: (n I Z:7 I l c) City web-site: http://www.coab.us 111 APPLICATION REVIEW AND TRACKING FORM Property Address: S0 EJY r\36L€ PDepartment review required Yes No \ /� i di Applicant: V C1 E UX Planning &Zoning Tree Administrator Project: S(C—C= L Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection (, NS Florida Dept. of Transportation ` C� St. Johns River Water Management District • Army Corps of Engineers L�- Division of Hotels and Restaurants \ (� Division of Alcoholic Beverages and Tobacco — v Other: APPLICATION STATUS f Reviewing Department First Review: 9pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: k Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by:_ , . Date: Revised 05/19/2017 'neJ g1 'lCJ1 1C=i:«'Ili,- «�-1, r'� I' •y I-, 1,1,All.- 1 1,,'1 it , •,,, 1 IL. •,.....\•;,:k ;-.:,:14.---„;•_,.:1, V ca ca q ck�q c.,CJttau.C�•Cq q q;CJ q..r.21cc.A iiic/i: 6!26.2019 Detail by Entity Name *.- iothr )�tr ; ''ti t r -1 r; t ( Dir.51un &r tt� / Search Records 1 Detail @y Document Number t Detail by Entity Name Florida Limited Liability Company THE LENAPE GROUP, LLC •• • Filing Information Document Number L07000020635 FEI/EIN Number 20-8523648 Date Filed 02/23/2007 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 11/14/2008 Principal Address 5863 W. BEAVER STREET JACKSONVILLE FL 32254 Changed: 02/21/2011 Mailing Address 5863 W. BEAVER STREET JACKSONVILLE, FL 32254 Changed: 02/21/2011 Rp_gistered Agent Name &Address DAVIS, BRIAN T 5863 W. BEAVER STREET JACKSONVILLE, FL 32254 Address Changed: 02/21/2011 Authorized Person(a) Qetail Name&Address Title MGRM DAVIS, BRIAN T 5863 W. Beaver Street Jacksonville, FL 32254 Annual Reports search.sunbiz.org/Inquiry/Corporation Search/SearchResultDetaii?inquirytype=EntityName&directionType=Initial&searchNameOrder=LENAPEGROUP... 1'2 2018-2019 BUSINESS TAX RECEIPT ox-Or:roc DUVAL COUNTY TAX COLLECTOR v <<<e 231 E FORSYTH STREET,SUITE130,JACKSONVILLE,FL 32202-3370 Phone (904)630-1916.option 3, Fax (904)630-1432 o :" � A 4 Website www col net/tc.Email taxcollector@co)net Note-A penalty is imposed for failure to keep this receipt exhibited conspicuously at your place of business This business tax receipt is furnished pursuant to Municipal Ordinance Code, Chapters 770-772. for the period October 1. 2018 through September 30. 2019. VIGNEAUX CORP BRIAN DAVIS 5863 W BEAVER ST JACKSONVILLE. FL 32254-3555 ACCOUNT NUMBER: 13327 LOCATION ADDRESS: 5863 W BEAVER ST JACKSONVILLE, FL 32254-3555 DESCRIPTION: PUBLIC SERVICE OR REPAIR, NOT SPEC STATE LICENSE NO.: COUNTY RECEIPT DESC: PUBLIC SERVICE OR REPAIR, NOT SPEC COUNTY TAX: 70.00 MUNICIPAL RECEIPT DESC: MC 772.326-15 MUNICIPAL TAX: 126.25 TOTAL TAX PAID: 196.25 VALID UNTIL September 30, 2019 ***ATTENTION*** THIS RECEIPT IS FOR BUSINESS TAX RECEIPT ONLY. CERTAIN BUSINESSES MAY REQUIRE ADDITIONAL STATE LICENSING. This is a business tax receipt only. It does not permit the receipt holder to violate any existing regulatory or zoning laws of the County or City It does not exempt the receipt holder from any other license or permit required by law. This is not a certification of the receipt holder's qualifications. DUVAL COUNTY TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION. PAID-55U5353 . 0001 -0001 WEB U8/ 16 / 2U18 196 . 25 ALL SPRING MOUNTING PADS MUST BE +-LUSH WITH JAMBS. FIELD CHECK AND VERIFY ALL DETAILS JOB NAME: 0uote Request / 524 LOCATION: AND DIMENSIONS. JAMBS, HEADER, JAMB EXTENSIONS AND PADS (AS SHOWN) BY OTHER THAN DOOR CONTRACTOR. THIS DRAWING WAS AS COMPLETE AND FACTUAL AS POSSIBLE AT THE TIME IS DISTRIBUTOR: VIGNEAUX CORPORATION WAS PRINTED, WE DO HOWEVER, RESERVE THE RIGHT TO MAKE PRODUCT CHANGES IN SPECIFICATIONS AND AVAILABILITY WITHOUT NOTICE. CONTRACTOR: ARCHITECT: DRAWING(S) MUST BE APPROVED AND RETURNED TO DOOR DISTRIBUTOR AND FORWARDED TO RAYNOR GARAGE DOORS BEFORE ORDER WILL BE ENTERED INTO PRODUCTION. CHECKED BY* SHEET C p+� /� SHOP DRAWING FAX NUMBER 800/835-5463. 2 Or 2 NIJM EN 1 5592C7J f1 DATE: 3/22/2019 OPENING ACTUAL PROPOSAL RAYNOR CITYCITYMODEL JAMB MOUNTING LOCK DOOR TAG ORDER NUMBER WIDTH HEIGHT WIDTH HEIGHT W 5 m ANGLE BRKT —t 2 12' 9" 13' 10" 12'11" 13' 10 3/4". 524 X < OML RAYNOR. D R AWING 3886.2MM 4216.4MM 3937 MM 4235.45MM F 12' 9" 3860 MM1 GROO E0 CABLE DRUM (,'').'",'„';'IFL. LIVE SHAFT A✓ ` FLOOR TO CENTERLINE ' ,�rl . SHAFT— 19' 4 13/t6� ._ / 8916MM 211- mr_. 71" r _ 1803.4 MM ERS NOT E DOORB BY OR GARAGE DOGR CO. 18' 11" ACK 5759 MM 1310" TNG 4216.4MM 1 /�NEA'M1IERSEAL 4YL l/SECTION THRU OPENING L I. _I 4 5/8'117mm)ii4ItirI ZONTAL 4 3/4"(121mm) JAMB LSIDEEROOM REO IRED 0 „woo NI 6/18"(7.9mm)x6/8116.9mm) self ---4 tapping screws or arc wNa 3/32"(2.4mrn) CONTINUOUS DOUBLE ANGLE MOUNi1NO GRADUATED HINGE HORIZONTAL REINFORCING ANGLE JAMB DETAIL ALL SPRING MOUNTING PADS MUST BE FLUSH WITH JAMBS. FIELD CHECK AND VERIFY ALL DETAILS JOB NAME: Quote Request / 524 LOCATION. AND DIMENSIONS. JAMBS, HEADER. JAMB EXTENSIONS AND PADS (AS SHOWN) BY OTHER THAN DOOR CONTRACTOR. THIS DRAWING WAS AS COMPLETE AND FACTUAL AS POSSIBLE AT THE TIME IS DISTRIBUTOR: VIGNEAUX CORPORATION WAS PRINTED. WE DO HOWEVER. RESERVE THE RIGHT TO MAKE PRODUCT CHANCES IN SPECIFICATIONS AND AVAILABILITY WITHOUT NOTICE. CONTRACTOR: DRAWING(S) MUST BE APPROVED AND RETURNED TO DOOR DISTRIBUTOR AND FORWARDED ARCHITECT: TO RAYNOR GARAGE DOORS BEFORE ORDER WILL BE ENTERED INTO PRODUCTION. CHECKED BY: SHEET (� SHOP DRAWING FAX NUMBER 800/835-5463. 1 'r DRAWING_.- 559283 A DATE: 3/22,2019 NUMBER. RAYNOR OPENING ACTUAL JAMB MOUNTING DOOR TAG ORDER NUMBER OTY WIDTH HEIGHT WIDTH HEIGHT MODEL W S M ANGLE BRKT LOCK —� PROPOSAL 2 12' 9" 13' 10" 12'11" 113' 10 .3/4' S24 X X OML RAYNOR. DRAWING 3886.2MM 4218.4MM 3937 MM 42.3ID 5MM 3/4 1) Doors shall be commercial sectional SteelFor �series os manufactures oy Roynor Garage Doors. 'm 2)Sections — shall be steel pan construction,'29nches (51mm) thick, roil— formed from 24 gauge commercial quality, hoe—dipped galvanized (G- 80) steel per ASTM A-653 with an exterior finish coat of white polyester paint (unless noted). Exterior of door to nave two deep ribs. four pencil grooves, and roll—formed tongue—and—groove Joints per section. Section end ■tiles and center stiles to o• minimum 16 gauge galvanized steel and riveted to outside face and resistance welded to interior roil. Bottom of door to have a flexible U—shape vinyl seal o retained in an aluminum roil. 4 12' 9' 3) Insulation — shall be 1 3/8 Inches (34.9mm) thick rigid expanded r' polystyrene with white Impact—resistant textured cover providing an R- 3886.2MM value of 7.70 (calculated characteristics of core material). 4) Locking — Omitted. 5)Glazing — 11/32 Inch (6.7mm) Impact clear glass. 6)Glazed sectlona — section• shall b• Raynor Serlea "/Vumaview Optima' mode front 606316 extruded aluminum stile and rail construction. Glace is held In place with a dual—durometer retainer. Finch — sections to be powdercoated to match door sections. (see gloss note for type) 125(12' PAD 7)Ubar/Truss Full length of Section, visible from exterior on glazed sections.* (305mmX305mm) 8)Tracks — shall be 2 Inches (50.8mm), hot—dipped galvanized steel per ASTM A653, fully adjustable for adequate sealing of door to jamb. OP'NG Horizontal track to be reinforced with a continuous painted steel angle. I I� n Angle Mounting — Angle mount to be galvanized steel. TIIIYIIII flllllliil Hardware — hinges and brackets shall be galvanizes steel. 71 n Counterbalance — to be torsion springs consisting of h•ovy—duty oil— tempered wire on a continuous boll—ibearing cross—h•oder shaft. 1803.4 MM Provided with aircraft—type, galvanized steal lifting cables with minimum factor of 5. V 9)Wind Load Drawing no.:P-3320 A Design lootl: / —46.5 Approval no.:F+1.44140 082 i 1 13' 10' 4216,4MM ' r r h Building Permit Application Updated 10/9/18 ... ,` City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: fr50 Sew, vv4 440 Permit Number:C0mM -I_— O0_14 Legal Description rte. Ifs tvc .5-1« ioJ y� RE# Valuation of Work(Replacement Cost)$ f5d . 4 Heated/Cooled SF -Non-Heated/Cooled • Class of Work: DNew :Addition DAlteration INK-pair LiMove ❑Demo :Wool DWindow/Door . • Use of existing/proposed structure(s): fi mmercial DResidential • If an existing structure,is a fire sprinkler system installed?: L3'�es ONo • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) A° Describe in detail the type of work to be performed: 4,/4 // t e„ 'sea, ,f c IV.... / c`4•/ ido o / ,-s ty nip, dlf Florida Product Approval# / V 0 9 Z• / L for multiple products use product approval form Property Owner Information / / Name C .4fr r " •^ ,i, 14* ' Address fi00 Seri, a /� /,. City Ai— .4e nea.0 State i Zip JLZJ ; Phone 90y- Iy7> -5-d'0v E Mai Kgdg //J#rV evAL . ✓s Owner or Agint(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company V, 4C4,0> re,re- I1.' Qualifying Agent 4, 7. Address Ih 3 w 6l i✓ City '✓G4A' c" ✓-//c State r4, Zip .3245-Y Office Phone 9O y- 7Y3 -/L 0 Job Site Contact Number yoY- 6 yG - let 1 State Certification/Registration# 1134 '1 E-Mail (0 A✓id 'V ✓/6 NE4 Ud - Architect Name& Phone# Engineer's Name& Phone# �y y a of 6•-•r (i'a' s 8'/�- - e rS - 7/yf' Workers Compensation Insurer fe4.4.,o /d py /es✓fe e 6,7..1, OR Exempt L1 Expiration Date Application is hereby made to obtain a permit/tto do the work and installafons as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ORNEY BEFO RECORDING YOUR TI OF COMMENCEMENT. Z 34.1'2-4" (Signature of Ow r or Agent) C-- ure of Contractor) ..ted and swo�iito(or affir• before me 27day of Signed and sworn to(or affirmed)before me this,2(. 6day of • — Bel !*. ft1 . 4. — DLES r 92;9;1 ,,..�(Signature 8Fbilda (No,171:NhCommissiCO On NExpo.lG'@SG "1313112°28 °2 81 bYTCOONA"411S10 QEXPIRES:October 6,' 9 eonally Known OR t ]PersonallyBonded through CNA Sunt,)Produced Identificationu [/ProducedIdentifcaon Type of Identification BondedThuNotary Public Type of Identification: FL. Dr.vLY L.C.t,n3P TOP FIXTURE SKIN THICKNESS TOP FIXTURE 1/4"X5/8" SEE DETAIL ON - CENTER STILE STEELFORM STANDARD 1/2"DEEPSEE DETAIL ON SELF•TAPPING SHEET 3 .055 MIN 1 15/16• 24 GA(.023 MIN) REINFORCINGRIB SHEET 3 SCREW(3)PER TOPtail 20GA(.035 MIN) .I (2)PERSECTIONFIXTURE . �+ ENTER AINON - -�SEEDETAIL ON a � -I,�i SHEET3 ROLLER KEEPER Lirvily ill l�_ 2 55/8"-�.. 2"SECTIONSEEDETAILON —=11— THICKNESS goi __ SHEET 3 iii _ "/� TONGUE AND 'r� ��I GROOVE I= SECTIpN DINT HINGE X 5/8'SELF- 1 15/16 ROLLER KEEPER `I I' H NGE G SCREW ALUMINUM TOP �, POLYURETHANE LONG STEM ���� SEE DETAIL ON (4)PER CENTER ^�L,� ADHESIVE, HURRICANE ROLLER SHEET 3 r r l 3M 540 ET LIGHT COMMERCIAL TOP FIXTURE SEE DETAIL ON HEAVY COMMERCIAL TOP INTERMEDITATE MOUNTING DETAIL SHEET 3 FIXTURE MOUNTING DETAIL CENTER HINGE MOUNTING DETAIL RAIL 075 MIN. S PVC GLAZING `�'_y CHANNEL DOUBLE END STILE.055 MIN 6" I'C i.l ALUMINUM �Ir.. le � GLAZING EDGE HINGE SEE RETAINER • I.' DETAIL ON SHEET 3 ALUMINUM STILE DETAILS SCREW#10 X 1 1/4' •�I�' .075 THICK ALUMINUM WALL EXTRUSIONS IMPACT RESISTANT ASSEMBLED TO HORIZONTAL RAILS WITH 5/18.5 I. GLASS fillitM ROLLER KEEPERHE%HEAD SELF-THREADING SCREWS ill 1 SEE DETAIL ON 1,� I III----1 Irl lel _ SHEET 3 LONG STEM "B-B".6 HURRICANE ROLLER LOCK SHOWN ON INSULATION AND BACK •moi. SEE DETAIL ON STEELFORM SECTION COVERS(OPTIONAL) 41 13/16"MAXIMUM SHEETS MUTT SPACING �- A 1/4"X5/8"SELF-TAPPING °® ® EDGE HINGE MOUNTING DETAIL SCREW(4)PER EDGE HINGE I —� • CORNER IMPACT RATED GLASS r BRACKET 1/4'X5/8'SELF-TAPPING 1,1 MAXIMUM GLASS SIZE B i_r� 1 1: B SEE DETAIL SCREW(4)PER CORNER 35 7/B'X 21' __ ON SHEET 3 , BRACKET I p _ _ A i . 0 , 1/4"X 5/8" ALUMINUM FULL VIEW , SCREW 0 INTERONSIATE / / I / Q SCREW(2) A SECTIONS ' // // // PER STILE MAXIMUM OTY OF 2 / •Q ROLLER KEEPER - _ _ = �� SEE DETAIL ON 111N,1 MAXIMUM DOOR HEIGHT .-.-..F.- ---- " b. O 4�rill SHEETS 24'-0" '�Il�li�rrrr• MAXIMUM SECTION HEIGHT // I // I // I / P. 0 V. O.`" 25/8- ei 24" LONG STEM FOR ALUMINUM OR STEEL HURRICANEROLLER UBAR MOUNTING DETAIL SECTION - SEE DETAIL ON SHEET 3 18 GA(.049 MIN) .1711'. CORNER BRACKET MOUNTING DETAIL 80 KSI MIN TENSILE STEEL Tr - - u (2)PER ALUMINUM LOCKS REQUIRED , FULL VIEW SECTION ON DOORS NOT 1/4"X 5/8' ELECTRICALLY -- - - - -- - SELF-TAPPING OPERATED SCREW(2) \\ 1II I III / -_ PER STILE Ali \\\ /I// --__J \ '('( A. BR4-4j, /// TRACK AND COUNTER BALANCE ASSEMBLIES �� G�•'�GENS / WERE OMITTED FROM ALL DETAILS ON THIS fA "A-A" :� co ,' \• P `,y/i PAGE FOR CLARITY. SEE SHEET 2 FOR TRACK AND COUNTER BALANCE DETAILS *i NO 0065940 ,`,* 14'-2"MAX DOOR WIDTH �{ * - INTERIOR ELEVATION - '- STATE OF DOORS TESTED TO ANSI/DASMA 108 AND TAS 202-94 ��`, lti�� FOR STATIC AIR PRESSURE AND � /j�F`"':c�OR10P•'G� ��, PER ANSI/DASMA 115 AND TAS 201 AND TAS 203 IIIL SS FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE /////0111i10'AL.�\\\\ Digitally signed by DESIGN LOAD=+44.0/-48.5 PSF BOX STRUT MOUNTING DETAIL Scott A Brown,PE Scott E Brown P0 E F ° �1*w�' :E'n1°°"10 J"P0 - «.. �Ro SPEC.WIND LOAD 18 GA(.049 MIN) Date:2017-10-10 , ,+ �, STEELFORM I ALUMAVIEW DOORS 80 KSI MIN TENSILE STEEL 698 •x n Illi oisCreek Road UL NA""q"".g �� GAFAGE::= 15:21:47 Dixon Illinois 61021 No.P-3320 (1)PER SECTION "n, Qac �� an .a„n.5090.0I +�. C • TORSION SPRING pniASSEMBLY TORSION SPRING A r---- l' . •A• ASSEMBLY ...I o rr— D. NORMAL HEADROOM TRACK / 2"TRACK ANGLE MOUNT SHOWN 4!UIII TRACK 2" BRACKET MOUNT AVAILABLE 3"TRACK ANGLE MOUNT AVAILABLE TORSION SPRING C ASSEMBLY lir 4 1il I FRONT MOUNT LOW HEADROOM TRACK II 2"TRACK ANGLE MOUNT SHOWN 1 2"TRACK BRACKET MOUNT AVAILABLE LIFT CLEARANCE TRACK 3'TRACK ANGLE MOUNT AVAILABLE 2"TRACK ANGLE MOUNT SHOWN VERTICAL LIFT TRACK 2"TRACK BRACKET MOUNT AVAILABLE 2'TRACK ANGLE MOUNT SHOWN 3"TRACK ANGLE MOUNT AVAILABLE 2"TRACK BRACKET MOUNT AVAILABLE Ir ��;'1 3'TRACK ANGLE MOUNT AVAILABLE ASSEMBLY PRING HORIZNONTAL TRACK HOWN LOW HEADROOM.LIFT CLEARANCE AND VERTICAL REAR MOUNT LOW HEADROOM TRACK n 'I�_ LIFT TRACK AVAILABLE. 2"TRACK ANGLE MOUNT SHOWN L ., I 2"TRACK BRACKET MOUNT AVAILABLE (/ 3'TRACK ANGLE MOUNT AVAILABLE '1111 12"OR 15' i RADIUS 1 ' • JAMB ANGLE CONTINUOUS ANGLE 078'GALVANIZED STEEL (1)RED'D PER VERTICAL TRACK 13 GA(.086 MIN)GALVANIZED STEEL FOR 2"TRACK C ATTACH WITH(3)5116'X 1-3/4' 11 GA(116 MIN)GALVANIZED STEEL FOR 3-TRACK • LAG SCREWS ‘011111//// `11 1/// VERTICAL DOOR HEIGHT \ \I I A.-8ROL�//, DOOR HEIGHT TRACK MAX SPACING O \ G ‘DENs` 'Y+'. TRACK ASSEMBLY BOLT \ 6j •' V F -I� % 5/16'X14'TRACK BOLT WITH / 5/16-WHIZ NUT Il __ lk ' No 0065940 * ', ;* .— . 16'MAXO.C.TVP * ` TACK TRACK TO ANGLE -V-- :::.la STATE OF :41 z...- II� BRACKETS ANGLE TO STRUCTURE III / \ 18"MAX.O.C.(TYP) CONNECTION SEE SHEET 4 /O�• ,�� FOR SPACING �ij 4`�•:°�ORIO, isS/ONAi �����\ ,z' - In �IIII J12. B" 3"— Digitally signed by Scott A.Brown P.E. Scott A Brown,PE TYPICAL TRACK INSTALLATION .�,.„r ED reE 1SPEC WIND LOAD F.P.E#65940 Date:2017-10-10 TYPICAL TRACK INSTALLATION ^ �"1O STEELFORMIALUMAVIEW 698 Timber Creek Road BRACKET MOUNT ANGLE MOUNT GARAGE DOORS 15:30:07 WOOD JAMBS WOOD,STEEL OR MASONRY JAMBS `ECM n.. o -�L":" No "a' B" Dixon Illinois 61021 -P-3320 2 1.50 - 3.19-1 1.50 � 1 9.44 1.00-••••-1 O < (=:, • �_� j� 3.18 2.81 t > ( 1.81 2.09 \ 0 OE .43 SCALE 1:2 SCALE 1:2 SCALE:1:2 SCALE:1:2 2"TRACK 3"TRACK(OPTIONAL) 3"TRACK BRACKET HURRICANE TRACK ROLLER.086 GALV.STEEL .105 GALV.STEEL .116 GALV STEEL 4.19- i 1.50-}••--t / C (=:, 2.75 - 2.75 O\ 1 2.741 1.37�� 2.81 C I �\ )� 0 0 > 0 0 1� SCALE 1:2 > , 4'TRACK BRACKET A . _ O 0 .116 GALV.STEEL HMO I 7.49 I ll I 7.49 5.19 1.50�- I-I > 0 O 8.25 V \ ' 0 Jo 0 3.00 ( ) O4 0 1.43 1.33 o O 1 0 SCALE:1:2 SCALE 1:2 16,50 II 4 1 d CENTER HINGE EDGE HINGE F�• 4.74 I 5"TRACK 1:2 .045 GALV.STEEL .086 GALV.STEEL ACK BRACKET r.2.0" .116 GALV.STEEL SCALE 1:2 CORNER BRACKETr .116 GALV.STEEL Allk l \ 0 II - I 0 2.28 3.91 + > I! = :� 4.44L V s ...___..4_. 1.93 > \ j III-I O 0 .27 R.22 > ho I2.12." I 2.56 262- > C ) SCALE 1:2 SCALE:1:2 / I SCALE 1:2 LIGHT COMMERICAL TOP FIXTURE ROLLER CARRIER HEAVY COMMERCIAL TOP FIXTURE .086 GALV.STEEL .116 GALV.STEEL SCALE 1:2 .116 GALV.STEEL ATTACHED TO LIGHT COMMERICIAL TOP FIXTURE JAMB ANGLE WITH(2)TRACK BOLTS AND WHIZ NUTS .078 GALV.STEEL \N Milli/0, 0.a2 0.86 !' r 3/4� to • 11-'111111113/4‘1 Cb 5/16' No 0065940 * - RETAINING NUT '59 TRACK BOLT STATE OF iz,/\ 7/8" i O . / � "•- ,..s cLORiO?''Ci' s .52 13/4' // sS/ ?/iONA � \\ � 1/2"�\ .52 1\U\ \\ \ • 5/16" OiI11110 1/4"0 ' 1.* 0 1/4" Digitally signed by _ _ Scott A.Brown P.E. "„�4rD OR v.E0fx� SPEC,WIND LOAD F.P.E Scott A Brown,PE HEX HEAD LAG SCREW 698TmberCeekORoad Date:2017-10-10 SHEET METAL SCREW �", GARAGESTEELFORM/ALUMAVIEW Duron Illinois 61021 15:48:55 BOTH STYLES ARE INTERCIWNGABLE d,, =� .a. ." "°.P-3320 v, B MASONRY JAMB — — STEEL JAMB MINIMUM EDGE DISTANCE p I/ STRUCTURAL STEEL BY OTHERS. 2-1/2" 0 _ _ rc 3116'MIN THICKNESS. O D a 2500 PSI CONCRETE(MIN) III � o � 0 • 2-1/2'EMBEDMENT o p O TREATED 2X6 WHEN MOUNTING TO MASONRY "' • CONSTRUCTION. '•' 5/16'X 5/8"THREAD CUTTING SCREW qui USED ON WOOD USED BE WITH 5/16"WASHER 3/8"ITW TRUBOLT ALLOWABLE TENSION LOAD•1048 LBS ^ ALLOWABLE TENSION LOAD•893 LBS CONSTRUCTION. THEN 35'O STARTING 8'FROM THE FLOOR ORRTING 8'FROM THE FLOOR.THEN 36"O.C. 1 1 C. T I OR �'TII♦ DOOR HEIGHT 5/16-12 X 1"SELF DRILLING SCREW \e" 3/8"KW 3 WITH 5/16"WASHER v ALLOWABLEG8 TENSION LOAD= 79 TREATED 2X6#2 ALLOWABLE TENSION LOAD•971 LBS STARTING e'FROM THE FLOOR.THEN 36'O.C. DOUGLAS FIR OR STARTING 8'FROM THE FLOOR.THEN 36'0.C. BETTER WOOD BUCK WHEN MOUNTING TO ANGLE ANGLE MOUNT MASONRY JAMBS. ANGLE MOUNT IN WITH ANGLE TURNED OUT WITH VERTICAL TRACK `� UN-TREATED 2X4#2 SECTION LAPPING THE VERTICAL TRACK SECTION LAPPING THE MAXIMUM DOUGLAS FIR OR JAMB BY r MIN. 1 JAMB FASTENERS JAMB BY 1'MIN. SPACING ING 1 FOR JAMB LOADS BETTER MAY BE ON WOOD JAMBS.USED E TRACK ASSEMBLY ATTACHMENT TO STEEL JAMB TRACK ASSEMBLY ATTACHMENT TO MASONRY JAMB CHART FOR BACK JAMB 2'TRACK ANGLE MOUNT TURNED IN SHOWN 2'TRACK ANGLE MOUNT TURNED OUT SHOWN --— ATTACHMENT TO 3'TRACK ANGLE MOUNT AVAILABLE 3'TRACK ANGLE MOUNT AVAILABLE I STRUCTURE 6" DOOR WIDTH WOOD OR MASONRY JAMB WOOD OR MASONRY JAMB—'-_ JAMB ATTACHMENT JAMB ATTACHMENT NOTES 1.MAXIMUM POSITIVE LOAD PER JAMB=(14'-2'X 44.0 PSF)/2=308 LBS PER FOOT WOOD BACK JAMB ©r WOOD BACK JAMB © 2.MAXIMUMGN NEGATIVEE LOAD PER JAMB=RE-S"X A+L PSF)/2= 40 LBS PER FOOT.O SEE JAMB ATTACHMENT DETAIL SEE JAMB ATTACHMENT DETAIL 3. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBUTY OF FOR ANCHORAGE REQUIREMENTS I FOR ANCHORAGE REQUIREMENTS _ N. THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 1 AND 2. 4.ALTERNATE JAMB ATTACHMENTS MAY BE USED IF APPROVED BY A REGISTERED PROFESSIONAL 3/8"X 1-3/4"HEX HEAD LAG SCREW 3/8"X 1-3/4"HEX HEAD LAG SCREW ENGINEER. WITH 3/8"WASHER IN SOUTHERN PINE WITH 3/8'WASHER IN SOUTHERN PINE 5.DASMA TECHNICAL DATA SHEET TDS-161 MAY BE USED FOR ALTERNATE JAMB ATTACHMENTS. ALLOWABLE TENSION LOAD•855 LBS.(NOTE 6) ALLOWABLE TENSION LOAD=655 LBS(NOTE 6) n _ 6.3/8"DIAMETER LAG SCREWS REQUIRE 1/16"DIAMETER PILOT HOLE AND 1-1/2"MINIMUM EDGE DISTANCE. NG 8'FROM THE FLOOR,THEN 25'O.C. NG 8'FROM THE FLOOR.THEN 25'O.C. MAXIMUM SPACING. MAXIMUM SPACING OR �_—OR X 1-3/4"HEX HEAD LAG SCREW ( —II—I 3/8"X 1-3/4"HEX HEAD LAG SCREW `' I WITH 3/8'WASHER IN SPRUCE,PINE,FIR WITH 3/8"WASHER IN SPRUCE,PINE,FIR II 2%6 ATTACHMENT TO STRUCTURE ALLOWABLE TENSION LOAD"482 LBS(NOTE 6) ALLOWABLE TENSION LOAD=482 LBS(NOTE 6) STARTING 8'FROM THE FLOOR,THEN 18'O.C. STARTING 8'FROM THE FLOOR,THEN 1E'O.C. MINIMUM MINIMUM ON DIMENSION A ALLOWABLE MAXIMUM SPACING MAXIMUM SPACING STRUCTURE FASTENER TYPE MINIMUM EDGE CENTER (YAIIAMNOM TENSION ANGLE MOUNT ANGLE MOUNT TYPE EMBEDMENT DISTANCE SPACING LIMN SA/CM) LOAD ANGLE TURNED IN WITH VERTICAL TRACK ANGLE TURNED OUT WITH VERTICAL TRACK SECTION LAPPING THE SECTION LAPPING THE 2500 PSI MIN.CONCRETE 114'TAPCON*(PLUS) 2' 2.5 r 24' 821 JAMB BY 1'MIN. JAMB BY 1' WITH 1.1/9'OD WASHER TRACK ASSEMBLY ATTACHMENT TO WOOD BACK JAMB sounERN PINE 31rx 3'LAG 150" 150' 15024. 866 TRACK ASSEMBLY ATTACHMENT TO WOOD BACK JAMB 2'TRACK ANGLE MOUNT TURNED OUT SHOWN I WITH I-I/B'OO WAXIER 2'TRACK ANGLE MOUNT TURNED IN SHOWN 3'TRACK ANGLE MOUNT AVAILABLE 3'TRACK ANGLE MOUNT AVAILABLE SPRUCE PINE FIR 3�%3�' 1.50' 150" 156" ir 482 WITH t-1/r OD WASHER , \\\�WIIIII/H// \\\ ( A- 8 �// • "N. Co .•�----- S iii No 0065940 * _ p•", STATE OF = /O�tc "FL ORI01%-0. � \ Scott A.Brown P.E. Digitally signed by /S• `S'/ONAL �?\\\\\ NOTED OD NO"` SPEC WIND LOAD F.P.E#6ssao Scott A Brown,PE ill!I 1111 0 0 ---°- STEELFORM I ALUMAVIEW " 698 Timber Creek Road � Date:2017-10-10 ^OW GA•050 DOORS Dixon Illinois 61021 17:36:09 mai NDminno ONO NO.P-3320 ,�', 9 Scott A. Brown, Professional Engineer Evaluation reports are the opinion of the evaluation entity, based on the findings, and in no way constitute or imply approval by a local building authority. I, Scott A. Brown P.E. have reviewed the data submitted by Raynor Garage Doors and in my opinion, the product, material, system, or method of construction specifically identified in this report conforms to the requirements of the 6th Edition (2017) of the Florida Building Code, subject to the limitations in this report. REPORT NO.: 26-D SUBMITTED: 08/20/12 Revised: 04/28/15 Revised: 9/25/17 Revised:12/10/18 CATEGORY: Exterior Doors SUBMITTED BY: Raynor Garage Doors 1101 East River Road Dixon, IL 61021 EVALUATION ENTITY: Scott A. Brown P.E. 698 Timber Creek Road Dixon, IL 61021 EVALUATION TEST STANDARDS: ANSI/DASMA 108-2012 ANSI/DASMA 115-2012 TAS 201-94 TAS 202-94 TAS 203-94 1. PRODUCT TRADE NAME 1.1 PAN DOORS 1.1.1 BuildMark 1.1.2 TradeMark 1.1.3 SteelForm 24 ga, S24 1 .1.4 SteelForm 20 ga, S20 1 1.2 SANDWICH DOORS 1.2.1 ThermaSeal Standard, TM175 1.2.2 TC200 1.2.3 Showcase 1.2.4 Masterpiece 1.3 ALUMINUM RAIL AND STILE DOORS 1.3.1 Alumaview, AV200 1.3.2 Styleview Wide Profile 1.3.3 Styleview Custom Profile 2. SCOPE OF EVALUATION 2.1 Structural: Transverse wind loads and impact and cyclic loads. 3. USES 3.1 Raynor garage doors are used as garage doors with specified allowable transverse wind pressures. 4. MODELS 4.1.1 BuildMark: Sections shall be pan style 2" thick roll formed from 26 ga. (.017 min) hot dipped galvanized steel per ASTM A-525 and A-526. Each door section is wood grain textured with embossed panels and has tongue and-groove section joint. 4.1.2 TradeMark: Sections shall be pan style 2" thick roll formed from 24 ga. (.023 min) hot dipped galvanized steel per ASTM A-525 and A-526. Each door section is wood grain textured with embossed panels and has tongue and-groove section joint. 4.1.3 SteelForm Standard 24 Ga., also referred to as S24: Sections shall be 2" thick, roll formed from 24 ga. (.023 min.) commercial quality hot dip galvanized steel. Each door section to have two deep ribs and four pencil grooves for additional strength and a tongue and groove section joint. Alumaview sections may be added to Steelform doors as a window option. 4.1.4 SteelForm Standard 20 Ga., also referred to as S20: Sections shall be 2" thick, roll formed from 20 ga. (.035 min.) commercial quality hot dip galvanized steel. Each door section to have two deep ribs and four pencil grooves for additional strength and a tongue and groove section joint. Alumaview sections may be added to Steelform doors as a window option. 4.1.5 ThermaSeal Standard, also referred to as TM175: Sandwich-style, 1 3/4 inch thick insulated door panels with .018 inch thick galvanized steel roll-formed exterior skin and .013 thick interior skins. Exterior and interior skins have a stucco texture with .04" deep horizontal grooves. The doors are insulated with a foamed in place polyurethane foam that is chemically bonded to the interior and exterior steel skins. 4.1.6 TC200: Sandwich-style, 2 inch thick insulated door panels with .015 inch thick galvanized steel roll-formed exterior skin and .015 thick interior skins. Exterior and interior skins have a stucco texture with .04" deep horizontal grooves. The doors are insulated with expanded polystyrene foam that is bonded to the interior and exterior steel skins. 4.1.7 Decade Showcase, also referred to as Showcase: Sections shall be sandwich-style, 2 inch thick insulated door panels with tongue-and-groove section joint made from minimum 0.015 inch thick galvanized steel roll-formed interior and exterior skins with embossed panels and wood grain texture. The doors are insulated with expanded polystyrene foam that is bonded to the interior and exterior steel skins. 4.1.8 Masterpiece: Same as Showcase except for painted hardware. 4.1.9 AlumaView, also referred to as AV200: Sections shall be 1-15/16" thick 6063T6 aluminum alloy frame with impact resistant panels or impact resistant glass. Adhesive is used to attach the glazing channel to the panel and/or glass. An aluminum glazing retainer is screwed around the perimeter of the panel or glass securing it to the section. Alumaview Optima is a commercial type door. 4.1.10 Styleview Wide Profile: Same as Alumaview Optima except Styleview Wide Profile is a residential type door. 4.1.11 Styleview Custom Profile: Same as Alumaview Optima except Styleview Custom Profile is a residential type door with more panel options like; Custom Carriage House and Custom Mixed Panels. 5. REINFORCING 5.1 General: Raynor garage doors sections listed in this report shall be reinforced horizontally with roll-formed galvanized steel U-bars, see 5.1.1. 5.1.1 U-bar: Horizontal reinforcing U-shaped sections, 2-5/8— deep x 2" wide x 18 ga. (.049 inch minimum) or 20 ga. (.035 inch minimum) galvanized steel, 80 KSI minimum tensile. 3 5.1.2 Removable Post: Square Galvanized Tube, 1 3/4" x 1 3/4" x 12 ga (0.105 inch minimum). The posts are stored on a wall in the garage close to the garage door and attached to the door vertically when high winds warnings are issued. The posts are anchored to the floor with a 1/2" diameter x 3 1/2" long pin. The top of the posts has a 1/2" diameter x 8" long carriage bolt which engages a bracket that is attached to the header with (4) 5/16" x 1 3/4" long lag screws. The post is attached to the door with u-shaped straps which attach to a bracket on the door with a 5/16" x 2 '/2" clevis pin and hairpin cotter pin. A wind loaded door with a Removable post system also incorporates u-bar trussing. 6. INSTALLATION 6.1 General: Raynor garage doors are to be installed in accordance with the manufacturer's published installation instructions, engineering drawings and this report. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The information within this report governs if there are any conflicts between the manufacturer's instructions and this report. 7. ALLOWABLE WIND LOADS: The doors shown in Table 1 were tested to ANSI/DASMA 108 for static air pressure. The doors shown in Table 2 were tested to ANSI/DASMA 108 and TAS 202 for static air pressure and ANSI/DASMA 115 and TAS 201 and TAS 203 for impact and cyclic loading. 4 Table 1 MAXIMUM LARGE DOOR DOOR DRAWING DESIGN MISSILE TEST REPORT TEST DATE MODEL(S) WIDTHNUMBER LOAD IMPACT NUMBER RESISTANT SHOWCASE/ +29.0 MASTERPIECE 10'-0" P-1339-G NO 1556 7/26/12 -32.5 +18.0 SHOWCASE 18'-0" P-2418-B NO 1568 10/23/12 -20.0 +31.0 ROCKCREEKE 10'-0" P-2306-B NO 1557 8/16/12 -35.0 +29.7 ROCKCREEKE 18'-0" P-2307-B - NO 1551 8/16/12 -33.1 ALUMAVIEW/ +25.5 STYLEVIEW 14'-2" P-2410-B NO 1549 6/28/12 -28.5 ALUMAVIEW/ +14.2 STYLEVIEW 14'-2" P-2411-B NO 1550 6/29/12 -15.8 ALUMAVI EW/ +34.0 STYLEVIEW 10 -2" P-2412-B NO 1552 7/16/12 -38.5 ALUMAVIEW +27.5 OPTIMA 16'-2" P-2420-B NO 1564 9/26/12 -34.7 +30.0 TC200 10'-2" P-2413-B NO 1553 7/18/12 -34.0 THERMASEAL +30.0 STANDARD 10'-2" P-2414-B NO 1554 7/20/12 -34.0 THERMASEAL +13.3 STANDARD 10'-2" P-2415-B NO 1555 7/23/12 -13.3 +29.3 BUILDMARK S 16'-0" P-2416-B NO 1565 10/4/12 -32.6 +29.3 BUILDMARK S 16'-0" P-2419-A NO 1566 10/9/12 -32.6 +16.0 BUILDMARK S 18'-0" P-2417-B NO 1567 10/18/12 +18.0 +23.3 BUILDMARK S 16'-0" P-2368-A NO 1857 11/13/18 -28.0 +29.7 BUILDMARK S 16'-0" P-2369-A NO 1859 12/5/18 -33.1 Table 2 MAXIMUM LARGE DOOR DOOR DRAWING DESIGN MISSILE TEST REPORT TEST DATE MODEL(S) WIDTHNUMBER LOAD IMPACT NUMBER RESISTANT STEELFORM 24 GA +44.0 1498(Static) 05/26/11 STEELFORM 20 GA 14'-2" P-3320-C YES+48.5 (Impact) 1499 05/27/11 5 8. SUBSTANTIATING DATA 8.1 Test Reports: Testing for doors shown in Table 1 was done at Raynor Garage Doors test lab in Dixon Illinois which was accredited by ANSI-ASQ National Accreditation Board (ANAB) at the time of testing, scope of accreditation can be found at www.anab.orq. Testing was witnessed by an independent third party Florida Registered Professional Engineer, Scott A. Brown P.E. Test reports were prepared by the test lab and signed and sealed by the witnessing Florida PE. See Table 1 and 2 for report numbers and test dates. 8.2 Engineering Drawings: Drawings were prepared by Raynor Garage Doors under the direction of Scott A. Brown P.E. and then reviewed, signed, sealed and dated by Scott A. Brown, P.E. See Table 1 and 2 for drawing numbers. 8.3 Calculations: Calculations on jamb attachment, the results are shown on drawings listed in this report. 9. REPORT SUMMARY 9.1 Upon review of the data submitted by Raynor Garage Doors, I find that, in my opinion, the models as described in this report conform with or are a suitable alternative to that specified in the Florida Building Code, subject to the limitations in this report. 10. LIMITATIONS 10.1 The doors shall be installed in accordance with the manufacturer's published installation instructions in this report and the manufacturer's published installation instructions, engineering drawings and this report. 10.2 The structural elements supporting the door track brackets shall be designed by others for the wind loads shown on the drawings listed in this evaluation. 10.3 The doors shall not be installed in areas where the transverse wind loads exceed the allowable loads shown in Table 1 and Table 2. 10.4 Doors listed in this report do not address the requirements of the High Velocity Hurricane Zone (HVHZ). 11. IDENTIFICATION 11.1 Each Raynor Garage Door covered by this report shall be labeled with the manufacturer's name, drawing number and Florida approval number for field identification. 6 12. FURTHER INFORMATION 12.1 For more information on this report contact Scott A. Brown, P.E. 815/288-2261. 12.2 Scott A. Brown F.P.E. #65940 does not have, nor intend to acquire a financial interest in Raynor Mfg. or any other company manufacturing or distributing products for which this report is being issued; Scott A. Brown F.P.E. #65940 is not controlled by Raynor Mfg. or any other company manufacturing or distributing any portion of the product being tested, evaluated or approved by this report. Scott A. Brown P.E. ,\‘‘1111111/01 ��\\II A. 84.,;/// Digitally signed by Scott A Brown, PE F.P.E. No. 65940 / Date: 2018-12-11 12:47:42 698 Timber Creek Road ` G•.-c\-c"ese-, op- Dixon IL, 61021 • No 0065940 December 10, 2018 = * — STATE OF 4' gyp . ��` ':cL OR1�P /SS/ONAi. �\\��` � IIII1111\\ 7