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2279 Seminole Rd Unit 5 RES18-0124 Revision Submittal . 01:43 kVA, \ CITY OF ATLANTIC BEACH 800 Seminole Road it ,*ro `� Atlantic Beach,Florida 32233 '1:,L ti,'' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Dateal/iO�1( Revision to Issued Permit Corrections to Comments Permit# a -0/0 Project Address a? 7 q S error;pole_ F 4 M 71 Contractor/Contact Name LA)7e____ Le-ye-re.71-7- Phone q011-VO- X 59 Emailage_ 40 -,5 90f.Com Description of Proposed Revision/Corrections: Permit Fee Due ', cd-0 0 Adie(' G" war— 7`"0 G.,,, ch c -{-e ;1-7G1 tvfi ct! ide141 *Code, Additional Increase in Building Value $ Additional S.F. By signing below,I Like.- Layece-Pr- affirm the Revision is inclusive of the proposed changes. (printed name) L. __ -. ... .,/ O 61/04$' ignature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved )T Denied Not Applicable to Department Revision/Plan Review Comments cn /erc T IU ,Di /� " up 8 ?iv I-7-ev--- De rtment Review Required: n �Slilding P anning & Zoning eviewed By Tree Administrator Public Works y Public Utilities 1-2C- 01 Public Safety Date Fire Services Permit Inspections • City of Atlantic Beach Permit Number: RES18-0124 Description:replace garage door Applied:3/29/2018 Approved: 3/29/2018 Site Address: 2279 SEMINOLE RD UNIT 5 Issued:4/4/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:STIMLER JOHN E Parent Project: Contractor:<NONE> Details: LIST OF INSPECTIONS SEQ SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS ID BUILDING FINAL Mike Jones Notes: WINDOW DOOR INSTALL Mike Jones Notes: 4/6/2018 4/6/2018 WINDOW DOOR Rick Bell FAILED NO FEE FINAL Notes: early AM inspection requested,please call before inspection Duke 904-930-2359 Did not meat wind code Zone d end zone 30' Did not meat wind code Zoned end zone 30' Printed:Tuesday, 11 February,2020 1 of 1 • TWIT REVISION BP# gE / -o l.0 y , ,- .,W ' DATE y !?v /-7dlk SIGNED ____M7y______ 14GA DURASAFE 13 W GALT. CENTER HINGE ATTACHED OLGA '■ COMMERCIAL TOP ROLLER 3'x 20STRUT V/(1)1/1•x 3/4• BRACKETTATTACHED ATTACHED LEX HEAD SCREWS ]J W BOTTOM BRACKET V/(3)L2'%3/1• ^.0 V/(2)LSI'x 3/Y HEX HEAD SCREW = HEX HEA➢SCREWS 3'x 20W STRUT AT7ACNED V/(ESI 1/1'X 3/A' L • LEAD SCREWS C 131M1=111111 ADJUSTABLE SLIDE BRACKET -' SPECIFICATIONS AND NOTES TTACIED V/(2)5/16'X 3/Y J•x20 GA STRUT �� CARRIAGE BOLTS AND NUTS ATTACHED 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 THE V/(2)1/4•x 3/Y VERTICAL TRACK,FROM THE TRACK THE LOAD IS TRANSFERRED P, .� •■• HEX HEAD SCREWS . .7 "' TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER 2.10-BALL STEEL RECEIVES NO PORTON OF THE LOAD TRANSFERRED FROM THE DOOR. 2'10-BALL STEEL 5'(MIN)STEM ROLLER 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: 5•(MI10 STEM ROLLER I1'ZXIIMICAIMMIMIWV/7/16'RETAINER FOt +204.8 LBS/FT & -232.8 LBS/FT V/7/16'RETAINER FOR NON-THREADED SHAFTS NDN-TFREADED SHIFTS Iv 3.DOOR AND HARDWARE HILL BE DESIGNED.MANUFACTURED AND INSTALLED KITH STANDARDS AS SET FORTH BY DASMA. /� 4.DOOR SECTIONS SHALL BE 27 GA.(.016)MIN.EXTERIOR SKIN TYPICAL TOP FIXTURES { I 1 TYPICAL BOTTOM BRACKET® ROLLED FORMED,W/BAKED ON POLYESTER FINISH N.T.S. �1J TYPICAL DURASAFE CENTER HINGED N.T.S. N.T.S. 5.DOORS UPTO 7'0•HIGH CONSIST OF(4)SECTIONS AS SHOWN USE(2)3'20GA STRUT PER SECTION 6.DOORS UPTO 8'O•HIGH CONSIST OF(5)SECTIONS AS SHOWN USE(2)3.20GA STRUT PER SECTION 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED 0 © 3'x 20G4.STRUT T ATTACIED / BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS V/2) A x 3/1• INDICATED ON THIS DRANG IN ADDITION TO OTHER LOADINGS. LEAD SCREWS -� IB• I 11��1II��III��II1��II A 11 14GA. ASAFE END HINGE ATTACHED __ —. I/4•x 3/1• HEX MEAD SCREWS 5 jj21' I��I �-7�l MI; , WTFJTIOR OF GARAGE - _._ �. - 3'x 20GA 11110/(2) l 8 S MAX MTh 16'0" --.-. - "- STRUT 5.0404)STEN ROLLER t1 B V/7/16'RETAINER FOR --._ - .-_ A -•'.' NON-THREADED SHAFTS �Z�1 B'0' IB' - _ _ 5' JAMB DE9(]N LOADS I I I I I I 5 _ �� 14W IXIRASAIE —/1— 7 V ROLLER CARRIER ATTACHED +23215 18s/FT SEE NOTES 1 8 2 I - _ -_- -- - _ V/(3)l/4•x 3/4• -2328 IJBS/FT 18' I�© Oji 27• HEX HEAD SCREWS 5. -11111111111111111111111=F1 / IIMI --- --- TYPICAL DURASAFE END HINGE /1 ___ _ _ __ IF N.T.S. 21' - _pppp _ zl KY COMM OF 1}AE1L906 I DAB BT _ --_ �� (2)1/4'x 3/4' A MD CUM 5-07-13 FIR SEE TABLE 2 A %MEAD SCREWS ON PAGE 4 'mN \\\\I ILII//// A� alIMEXIIR MAX SIZE \\\ SHE/ j{ / '�i 16' MIIII i6'x 14' a%`P,S l'......E(4 �e.' o= it SECTION HEIGHT SECTION HEIGHT 3•x 206 DESIGN LOADS PSF W E �-.-.... NSC %i. e INSIDE ELEVATION 'STRUT -29.1111111111111 1PSF ^`` No G 4E571 • * � N.T.S. STRUT CLIP TEST 2 LEST LOADS j� 17 �aq,, +384 PSF i.- ii l /:EC=a TYPICAL TOP STRUT ATTACHMENT® -43.7 PSF h rt c (1)5/1B'SA..1-5/0• N.T.S. 7,N ,-•n. A•TAs E OF . 41 LAG BOLT ATTACHED TO JAMB 2%6 STP OR 57'F _ ��r L•` O t7. •"C•••\\ 'E AT EA.JAMB BRACKET �� ` ` (NO.2 DR BETTER) E2 s°sslJ -,A0 V �"FL .":,r,,:41`.1:01"‘,,(� A . SVP uaxnNNG iii W/FLEXIBLE SEAL THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE A (SUPPLIED BY INSTALLER) Iff PROCEDURE DESCRIBED IN ASTM E330 AND DASMA 108. THE PRESSURES SHOWN //.l_ ` ..1. -17_ ON ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING g1 �/ .1 /�.r. 20 W GALV.sTm PARAMETERS(5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): 165 CARRIAGE COURT W NSTION➢A E„.N.C. 2„m W V NwR1vM TI�, '=.•1F END STILE MODEL #1500 STRATFORD 3000 I WINO SPEED (MPH) 168 152 145 138 133 MODEL #1200 HERITAGE 3000 1H•DIA MODEL #1550 OAK SUMMIT 3000 BELT RETA)NLx EXPOSURE LEVEL B C C D D SHORT. LONG, FLUSH & OAK SUMMIT PANELS (1)PER ROLLER 2'GALT.STEEL TRACK MEAN ROOF HEIGHT 30' 15' 25' 15' 25' SIZE DRAIN eY ER DAB 07/30/12 CROW N1IER TRACK THICKNESS.063' TRACK MOUNTING DFTAII B aioner DAT IRC-1516-130-15 N.T.S. NEI 1 OF 4 • JOB COPY ❑PTI❑NAL SHORT AND LONG PANEL GLAZING LAYOUTS GLAZING MEETS ASTM E1300-04 I a I 1 I TOP SECTION CD 3'20GA STRUT AT TIE TDP OF TOP SECTION - S 6 — 4 _ ATTACHED V/(2)VA'x 3/1• .{l . . bq- f HEX HEAD V/I2) 4' EACH END STILE {V/(2)L4'x 3/4'NE%HEAD SCREVS AND CI)STRUT CLIP AT EACH CENTER STILE �� 1 1 �� 1 3/0'(1500{1550 I h INTERMEDIATE SECTION 2'0200) 2T A TT RI(1Q 3K1II 11500 1 1550) i 13 GA COMMERCIAL 24 W E%TERIOE SKIN 0200) POD �T�) 3/4'(CX {O! T00 1/4'x 3/4'HEX HEAD SCREVS , V ADJUSTABLE SLIDE BRACKET ATTACHED 4� r ♦, ., ,...�` V/(2)1/4'x l2'BdT AND NUTS ! /////////.1-,/////////.lo•///J ///a; / /////// 1'8 ' 1. �e- :; TOP SECTION .H. 27 GA INTERIOR SKIN N4O d 8 c - '2/4222 i' • //5://5:////4%<%i l ////////,' . ////////i- CFC-FREE EXPANDED �� POLTSTTR6E INSULATION 0:8: R•5.73.U.0.17 1•.4; b 1 I 1 g N..,. 11)3'RICA STRUT AT THE BOTTOM NV,, OF EACH SECTION ATTACHED V/(2)1/4'x 3/4' 1HEY HEAD SCREVS AT EACH STILE INTERMEDIATE SECTION END HINGE GLAZING OPTION CROSS SECTION A o ""`" IN ^ A KMDA211D SAF,MS Off RU :.:i/1 GLAZING NOT AVAILABLE IN VINO-BORNE DEBRIS REGION �BbBBB• N: � ATTADED Vial I/4'z SCREVS AT EACH N4DSr1�i.E Derfrane K\*DI UV O ME CPIII NA PROEMVECTIS MA KSZE >rn vw,,,,S L.SHF( F,,, g Ni: {vi(z)va•:3/1•HEX HEAD SCREWS r ::..t.-•; ER g•,9��� r l++4 AT EACH CENTER STILE Of Da SSB DAM : a O, ,...• 6: +CES2 B PSF S d E 3`—•: • 00485 •• • i 8 {iii '-�r -28.1 Pg =`may+ fl .1t... ii 0:•• L'J TEST LOADS JC * 1 J-T ?OCR ��.: +38.4 PSF 9 0..E d • •II;r P �, STEP/LIFT HANDLES ATTACHED Pi -43.7 Pg SOW yb'•O- STATE OF •:4/-A4 i! vim vi-z�o z z iiz c(i -n) AIM IIID E RAZE MG 1190E S-w `1s'r•.:-0 R%,,..-,,,Z..•�,� -'.. BOLTS AND V4 X 20 NUTS R 46 R SECTION B—B -•:.s.FL'Orss/0NAl Le. , 1v 1�0! (O 3'20GA STRUT STACKED IN BOTTOM BRACKET �N N 13 GA BOTTOM BRACKET 1�A�� ATTACHED VAR)1/4'x 3/4' ATTACHED V/(4)1/4'X 3/4' IPA ' HEX HEAD SCREVS AT EACH STILE ND(HEAD SCREVS. I'V 18-1/8' 38-1/8' CONT.ALUN EXTRUSION I V/COR R.VINYL ASTRAGAL OI 16S CARRIAGE CONT UINST -SALEM,N.E. 27105 WVINAW OI D 3000 SECTION A-A (SIDE VIEW) I0-5/8' 10-5/8'1MODEL #1200 HERITAGE 9000 N.T.S. MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS ._..-_—__- -- _.-- ---------- - ME CRAM RT RA DATE 07/33/12 CRAMS MASER SNORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL B BEDS BT DATE IRC-1516-130-15 NTS. N.T.S. HET 2 6 4 .. . . • . , . ,. , , WOOD JAMB ATTACHMENT TO STRUCTURE t ^ � ?X 6 VERTICAL IAMB ATTAFHMFNT TO Vf10D FRAME STRUCTURE SPLICE TRA(x5 AT THIS LOCATION 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'O.C.(1 1/2'EMBEDMENT) W/(4)1/1'-20 TRACK SCCA Bq.TS&NUTS 2 X 6 VERTICAL JAMB ATTACHMENT In 7.000 PSI CIINf.RFTF SECURE TO JAMB MTH(3)5/16' lS .1-5A' HILTI KWIK BOLT 3/8' X 4'STARTING 6' FROM ENDS TEEN 24'O.C.(2 1/2'EMBEDMENT) I LAC REBOLTS HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'O.C.(1 1/4'EMBEDMENT) ITW/RAMSET REDHEAD(TRU-BOLT)3/8'X 4' STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO 1101 I OW C-90 BLOCK SIMPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS (3'APART)AT 16'O.C.(1 1/2'EMBEDMENT) HILTI 1/4'X 2-3/4'KVIK-COI II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF 'i FASTENERS(3'APART)AT 16'O.C.(1 1/4'EMBEDMENT) 5 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BI OCK(2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8'X 2-3/4' STARTING 6'FROM ENDS THEN 24'O.C.(1 1/4' EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) S ,I! LASS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH IgUNTING SURFACE. (SPLICE) PREPARATION OF WOOD JAMBS BY OTHERS 12 GA.C.N.N.STEEL Cy( JAMB BRACKETS WOOD CONCRETE 1 HOLLOW BLOCK GROUTED BLOC TRACK S W/(1)BOL/4-20 STRUCTURE STRUCTURE STRUCTURE TRACK PUCE BOLT&NUT 2 STRUCTURE D III5 ►�� <J J >W C IB 1 1I2.MI 2 3/4'MIN 1-1/2'MIN I 2X6 JAMB TYP. dpi 3'MIN TRACK CONFIGURATION FOR 6.6'UP TO 14'TALL DOORS(SEE TABLE I) N.T.S. TABLE DOOR1 TRACK ATTACHMENT H SPLICE AAT A B C 4617 .35 211 .044w_:.E ..J.F._ G -. - , 6., li 7'6" 3.5 21" 42" 63" 82,1 11 le A NSCAPTO110 B5ICIG DAX SIZE ,T, 14SS5-07--1 BR /I'� A /BCfD SA1116 5-07-0 BY 89 1 • 3.5" 5., 21 42" 63" 84" 100" 0— %QI 16'. 4' ^� A,,,,''0't SNEi.„,,,y 8' 3 5" 21" 42" 63" 88" DESIGN LOADS •` o',;V•'�GcFNS"'�4 ' ♦25.6 PSF ••'s •" :' �\' �••• 9'6" 3.5 21" 42" 63" 84" 106"-i; J dr zB.,P5F �:' c�as 10' 3.5" 21' 42" 63" 84" 105" 112" Alf Ill Air ,..„ TEST DS 14,`,-r' i���i Q. .10'6 3.5" 21" •42" 63" 84" 105" 118',,, I 117 PSP F �` ¢ I1 �: sTnTE of r°�(u��11' 3.5" 21" 42" 63" 84" 105" 124" III s= t IUP tit'.`R � =3 11'6": 3.5" 21" 42" 63" :84"_ 105° 130" "FL '`o�/oN L °���12' 3.5" 21" 42" 63" 84" 105" 126" 136" °.IB'c•� �„126 3 5' ,2.1" 42 63" 84; • TABLE 2 Section Center Stile Max Design Section Center Stile Locations Max Design Panel Type Locations Loads Allowed Panel Type (Measured from Left Edge) Loads Allowed Width 1st 2st 3rd Positiee Negitive Width 1st 2st 3rd 4th Positiee Negitiee (ft) (in) (in) (in) (PSF) (PSF) (ft) (in) (in) (in) (in) (PSF) (PSF) 10'0 Short 48.41 71.59 34.3 39.0 14'0 Short 57.76 84.00 110.11 29.2 33.2 'E,10'0 Long 30.00 60.00 90.00 40.9 46.5 14'0 Long 58.63 84.00 109.38 29.2 33.2 ir' 10'70 Oak Summit 30.63 60.00 89.38 40.9 .46.5 =;94'0-Oak Summit 57:31 84.00 110.69 . _29.2 . 33.2 12'0 Short 48.81 72.00 95.19 34.1 38.8 '- - - 14'2 Short 58.85 85.00 1 11.41 28-9 32.8 ,.12'0 Long 49.63 72.00 94.38 34.1 38.800 - 1012'0 Oak Summit 48.31 72.00 95.69 34.1 38.8 14'2 Long 59.17 85.00 110.83 28.9 32.8 - 12'2 Short 40.64 73.00 96.36 33.6 382 '-.14'2 Oak-Summit 58.06 85.00 111.94 28.9-. 32-8 12'2 Long 50.08 73.00 95.92 33.6 38.2 14 4 Short 59.16 86.00 112.71 28.5 32.4 T12'2:.,Oak Summit 49.06:73.00 :96.94 33.6., '38.2 14'4 Long 60.17 86.00 111.83 28.5 32.4 12'4 Short 50.64 74.00 97.36 33.2 37.7 14'4 Oak Summit 58.81 86.00 t13.19 , 28.5:- 32.4 12'4 Long 51.08 74.00 96.92 33.2 37.7 14'6 Short 59.86 87.00 114.01 28.2 32 1 12'4 Oak Summit 49-81 74.00 98.19. 33.2 .37-7 . 14'6 Long 61.17 87.00 112.83 28.2 32.1 12'6 short 50 67 75.00 99 33 32.7 37.2 14',6 Oak Summit 59.56 87.00 114.44 28.2 32.1 12'6 Long 51.17 75.00 98.83 32.7 37.2 14'8 Short 60.56 88.00 115.31 27.9 31.7 12'6 -Oak Summit 50:56`75.00- 99:44- -•32.7----37.2 14'8 Long 44.81 88.00 131.19 27.9 31.7 12'S Short 51.67 76.001100 33 32.3 36.7 14'8 Oak Summit 60.31 88.00 115.69 27.9- `31.7 12'8 Long '52.10 76.00 99.90 32.3 36.7 14'10 Short 61.26 89.00 116.61 27.6 31.3 ---12'-8-Oak Summit 51.31 76.00•100.-69 -32.3•- --36.7-- 14'10 Long 45.60 89.00 132.40 27.6 31.3 12'10 Short 52.25 77.00 101.75 31.9 36.2 _14'.10.Oak Summit 61.06 89.00 116.94 - •. `-27.6 -'31.3 12'10 Long 53.10 77.00 100.90 31.9 36.2 15'0 Short 61.94 90.00 11/94 27.3 31.0 :412,10 Oak'Suminit 52.06.;,77.'00 301-94 ;31.9. "36.2 15'0 Long 46.60 90.00 133.40 27.3 31.0 13'0 Short 53.00 78.00 103.00 315 1 35.3 ,;15'0.. Oak-Summit 33.63 90.00 146.38 .21,7 24.7 1 13'0 Long 54.10 78.00 101.90 31.5 35.8 15'2 Short 62.66 91.00 119.21 27.0 30.6 '13',0-,Oak Summit 52.81. :78.00.103:19 '.31:5 i:35.8 15'2 Long 47.60 91.00 134.40 27.0 30.6 13'2 Short 54.00 79.00 104.00 31.1 35.3 '15'2".Oak Summit 34.13 91.00 147.88 •- 21.6- 24.5 13 2 Long-. 55.10 79.00 102.90 31.1- 35.3 1 y 4 Short 53.60 /9.20 1(14 80 130 40 26.7 311 3 .1312 Oak Summit 53.56 79.00-104.44 31:1'- -35.315'4 Long 47.25 92.00 136.75 26.7 30.3 �v [1U6 a REASONS DATE Br 13'4 Short 54.x0 80.00 105.x0 30-7 34° A loom aemc 5-85-0 Ra 15'4 Oak.Summit 34.63 92.00 149.38. 21.4, 24.3 13'4 Long 54.90 80 00 105.10 30.7 34.9 1_ 13'4 Oak Summit 54.31 80.00.105.69 30.7 34.9 15'6 Short 46.6"L 93.00 139.38 26.4 30A u6x%S14 r4 "Lt, Stij•" 4e 13'6 Short 55.40 81 00 106.60 30.3 3x.4 15'6 Long 47.60 93.00 138.40 26.4 30.0 7.,t'..*::���,,... (/y1��i, ai 13'6 Long55.90 81.00 106.10 30.3 34.4 15'6 Oak Summit 47.42 93.00 138.58 . 26.4.. 30.0 DESIGN Lows e .sl,..;,)..'',. ,..‘GEMSF..r0--32 -13'6 Oak Summit 55.06 81.00 106.94 30:3 34.4 15'8 Short 47.62 94.00 140.38 26.1 29 7 -29.6 PSF 43579 '. .H 13'8 Short 56.40 82.00 107.60 29.9 34.0 15'8 Long 48.60 94.00 139.40 26.1 29.7 TEST LOADS t; °" ]5'.8 Oak Summit 48.02 94.00 139.98 26.1 '!29.7'' .STL AD 9•• * A(t1'F ..x 13'8 Long 56.63 82 00 107.38 29 9 34.0 -43.7 PSF 51.%7y. +,,. 13',8` Oak Summit 55.81 82.00 108.19 29.9,, 34.0 15'10 Short 48.62 95.00 141.38 25.8 29.4 -trrV, STA1TE OF :tF 13'10 Short 57.16 83.00 108.71 29.6 33.6 15'10 Long 49.17 95.00 140.83 25.8 29.4 e •s L.- AnP:,- � LL 13'10 Long 57.17 83 00 108.83 29.6 33.6 ,15'_10 Oak Summit 48.62 95-00:141.38 25:8 - 29.4 '_ '''',.w 5", ,n v•s% 2 _13'10 Oak Summit 56.56 83.00 109.44 29.6 33.6 16'0 Short 49.62 96.00 142.38 25.6 29.1 4'2F1-11'4-1(4E.12 ; �FL �si;A;NI f5 :•� 16'0 Long 50.60 96.00 141.40 25.6 29.1 �I(/�LUry N 16'0 -Oak Summit 48.42 96.00 143.58 25.6 29.1. 17� V 165 CARRIAGE COURT VINSn11-SNLSN.NC 27195 VINANARRON MODEL 01500 STRATFORD 3000 MODEL #1200 HERITAGE 3000 MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 93 MUT RA DAIS 71/30/11 'MAW MIEN B ac0®9T 061 IRC-1516-130-15 HET 4 Cr 4 KCV IIVIv BP# ReS1 ?r -012V • DATE / / SIGNED 1 BOA.DURASAFE 13 GA.MIN)DALV. CENTER HINGE ATTACHES CDINERCIAL TOP RaLFR 3'x 20 GA.STRUT V/(4)1/4'.3/4' BRACKET ATTACHED ATTACIED HEN HEAD SCREVSIII V/(3)L2'X 3/1t ...., K. V/f71 VI'x 3//' ' 13 GA ATTACHED V/0.0 BRACKET !EX HEAD St 3 HEX HEAD SCREVS 3'x 20GA.STRUT AT%HEAD SCREVS/, %J/H Mliill —ADJUSTABLE SL10E BRACKET SPECIFICA710N5 AND NOTES TTACIED V/Q)S/16'X 3/4' O 3'x20 GA.STRUT CARRIAGE WETS AND NUTS ■ ATTACIED —,� V/(2)1/4'x 3/4' 1.ALL THE LOAD FROM THE DOOR IS D NOTEERRED TO THE �� HE%HEAD scREvs 1111.11111113 ��►a� VERTICAL TRACK,FROM THE TRACK THE LOAD IS TRANSFERRED IIIIIIINIMICIImmol TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER 2'ID-RALE STEEIIII + � 2.10-BALL STCEL RECOVES NO PORTK)N OF THELOADTRANSFERREDFROMTHEDOOR.s•alw STEN ROLLE2'(NIw STEN ROLLER 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: V/7/16'RETAINER FOIQ� V/7/16'RETAINER FDt +204.8 LBS & -232.8 LBS/FT HW-THREADS➢sH,vTv NON-THREADED SHAFTS 3.DOOR AND HARDWARE WILLBE DESIGNED.MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. TYPICAL TOP FIXTURES 4.DOOR SECTIONS SHALL BE 27 GA.(.016)MIN.EXTERIOR SKIN N.T.S. O TYPICAL BOTTOM BRACKET° ROLLED FORMED,W/BAKED ON POLYESTER FINISH TYPICAL DURASAFE CENTER HINGE NT.S. 5.DOORS UPTO 7'0•HIGH CONSIST OF(4)SECTIONS AS SHOWN NIS. USE(2)3.20GA STRUT PER SECTION 6.DOORS UPTO WV'HIGH CONSIST OF(5)SECTIONS AS SHOWN USE(2)3'20GA STRUT PER SECTION 7.SUPPORTING STRUCTURAL EL.E)IENTS SHALL BE DESIGNED O 3'x 2DW STRUT ATTACIEO BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS © V/(2)1/1'x 3/1• �— INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. El ;. FEB NFJ1D SCREVS ..___ _ B' ,�D�ili�ili�f[i ii A E A.DURASAFE 5 ... 7..-11...... .... ,-- END HINGE 0/4 AT 3ACKD � �tli( 1111C-1 REX MEAD SCREWS 21' �I:IIMI_INI ISI r INTERIOR OF GARAGE 5• .. —- _ ____����_ I 3' 206A. 2'1STEEL S'(NINI N)STEM ELLER —.- MAX WIDTH IWO' f , •STRUT '‘.1.1 ..1111 •11 V/7/16'RETAINER FOR vimiiiii: — NDN-THREADED SHAFTS 5• —tl• _—�� ]'0' IIW DURASAFE JAMB DESIGN LOADS I I I I I I I I I I I _ - _ - — - 1 \111111ROLLER CARRIER ATTACHED + 'e LBS/FT SEE NOTES 1&2 V/(3)V1'x 3/4' -232.8 LBS/FT 1 i• 5. ��© - - - - � 2l• NOG HEAD SCREWS �.; 5' TYPICAL DURASAFE END HINGE° '.------___-__=,____ ________ _ ._ x. N.T.S. 21' 21' l -.. -- '- -- -- _ —It LEY 0600[16(F IE1t90N5 ME BI' SEE TABLE 2 A LEX HEAD SCREWS 0600[16 /OOm OAi11C 547-IJ RR ON PAGE t MAXAINIMEXIIK stzEaTo11e1nI,s SECTION HEIGHTOMNI. a \ .., .....•. /�!. ' w SECTIO(HEIGHT 3'K 20G4 DESIGN LOADS `•: ::... .(�`•' Nsl C•�O/� 6 INSIDE ELEVATION STRUT Will +25.6 PW 55 :�� No 0,4£5'73 ?'~ N.T.S. -29.1 PSF "0: . STRUT CLIP TEST LOADS „ ., yI 1 r,, +38.4 PSF € TZ 1: ` l ,¢zi TYPI(1)5/16'OA..1-S/B' M.S. TOP STRUT ATTACHMENT° -43.7 P6F STATE OF .'i.0 a LAG BOLT ATTACHED TO JAMB y r N/ .••/ �, AT EA.JAMB BRALTGET 2 1 6 SOP OR SPF Y I�j'�� O17` �\\ALL (NO.2 OR BETTER) w,e•s� O L"!•1 .�d\,.. E .f i S6012000SN%3\\\ v STOP MOULDING g FL '46:TEBBi00" 8/ `LE)�"SAL > THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE (SUPPLIED BY INSTALLCR PROCEDURE DESCRIBED IN ASTM E330 AND DASMA 108. THE PRESSURES SHOWN Iffir N W.4111- ` I ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 IWTH THE FOLLOWING r►2C7�' 'i i L J F., 0 5 S.S EE PARAMETERS(5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): 65 CARRIAGE LURT ylNsa_SA LN,NC 27105 wyANARRm MODEL #1500 STRATFORD 3000 WIND SPEED (MPH) 168 152 145 138 133 MODEL #1200 HERITAGE 3000 ]10'TA MODEL #1550 OAK SUMMIT 3000 T RETAINER EXPOSURE LEVEL B C C 0 D SHORT, LONG, FLUSH & OAK SUMMIT PANELS (I)PER ROLLER 7'CALV STEEL TRACKR RAMP RB DATE 07/10/12 GRAVID 1419112TRACK THICKNESS 063' MEAN ROOF HEIGHT 30' 15' 25' 15' 25' 9E TRACK MOUNTING DFTAN N.,.s. B avow ME IRC-1516-130-15 9Q1 I OF 1 OFFICE COPY ❑PTI❑NAL SHORT AND LONG PANEL GLAZING LAYOUTS GLAZING MEETS ASTM E1300-04 S a 7_ j// ///.,.,j//A //// j/�..j//.. /// . I I I // TOP SECTION A A I III 3'20GA STRUT AT THE TOP OF TOP SECTION HEXA HEAD SCRC VA'x 3/4' %/ . /// /// /// /// /// // / HEX HEAD SCREWS AT EACH' STILE L V/(2>1/4'x 3/4'HEX LEAD SCREWS App .J ..d LV �. J AND(1>STRUT CLIP AT EACH CENTER STILE `' I I J' 1 3/9'2508 L 1550) Ts 2'(1200) I I— INTERMEDIATE SECTION 27 GA FXTFRITR SKIM(1500 L 1530) 13 GA COMMERCIAL 24 GA EXTERIOR SKIN 02001 •II TOP FIXTURE 1HEX �5 •M TON)1/4'4' 3/4'TTM x HED HEAD SCREWS hi P•0 ADJUSTABLE SLIDE BRACKET ATTACHED 5 //////7 //// / /////// ///// OR V/<2)1/4'x 1/2'BOLT AND NUTS y //////// ////////. ' /=-- / /9 / /_/4 °��Oah (l lr l :44v 5 Ivi TOP SECTION �.� 27 GA INTERIM SKIN LI 1 CFC-FREE EXPANDED V4 POLYSTYRENE INSULATION POS 6.- — �< .—. s' 84173.110.17 904;• Al . .4�. (I)3'20GA STRUT AT THE BOTTOM AA. H....4 Cr EACH SECTION ATTACHED V/(2)1/4'I 3/4' IT. • HEX HEAD SCREVS AT EACH STILE •R D2TPRPIEDTATE SfL'TIC]N 1:.H NGE GLAZING OPTION CROSS SECTION K" 2(92187.86 BA>E�BT �" A !DOID VIM 5-07-1 RR kit GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION 11HH,. (1)7 20GA STRUT STACKED W HINGES, rms •?S• / W. ATTACHED V/(3)1/4'x 3/4' TM F CRIONAL Dmo oars MAX SIZE �ry ++`;° L. 5WE( ���''i ♦♦ HEX WAD SCREWS AT EACH END STILE ` 5,. 9 _ .,. 1..•4 ICH IN PROlECB11 16'%14' a-Q�J. �C' ij V L V/4)1/4'x 3/4'HEX HEAD SCREWS . .* 'GEAR n _ /4.4 AT EACH CENTER STILE /32' ^ 1 t:!....V ��'. , 1 DNA SF BASS 8.44 DESIGN25. LOADS ...6...4.A.... . . .. •••� 25.8 PSE ¢e • 00485 = 5- •�i —___ n -29.1 PSF We,*• l/��/H./Ff4%u Iv / LA TEST LOADS s G + Ttc_.r(yi •• +36.4 PSF �" \ (IO)�A]//' -.3.7PSF ES 1 STATE OF :w3g STEP/LIFT HANDLES ATTACHED AN HAD 5(,/SRS T' '".:!:."-47%�k (-,7-,4".: w9 o i Vial 1/4-20 X 1 7/8 2500-ID Al 201 WOOD FR/DE 4 v/(z)1/4-20 X z v2 azoo-m MOWED xmL S i �r��•.C E7 R 1 �� .� 4L'• BOLTS AND 1/4 X 20 NUTS U . % L --.74 •• SECTION B—B E_ '•7�t/ONAS� �`` •? ,!e (I>3'20GA STRUT STACKED ON BOTTOM BRACKET 4"FL '° •• ATTACHED V/(2>1/4'x 3/4' 13 G0.BOTTOM BRACKET H�N� HEX HEAD SCREWS AT EACH STILE r, ATTACHED V/(4)WV X 3/4' He' HEX HEAD SCREWS. N'N 18-1/8'- 38-1/B' I' CONT.ALUM EXTRUSION V/CONT.VINYL ASTRAGAL 1,' •�] L5 CARRIAGE CART VMSTDHHSALEM.NF.. C0 '[.. 11 27105 vvvRARR ( $FCT1ON A-A (SIDE VIEW) ID-s/e'' 10-5/H' MODEL #1500 STRATFORD 3000 N.T.S. MODEL #1200 HERITAGE 3000 MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS -- -_.. --- SEE BRAM BT RR DAZE 07/33/12 OR.1ING 10.1182 SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL B DEMO BT OAR IRC-1516-130-15 N.TS. N.T.S. 987 211" 4 OFFICE COPY WOOD JAMB ATTACHMENT TO STRUCTURE "cr., ���• 32 X 6 VERTICAL HAMA ATTACHMENT TO VMD FRAME STRICTIARE II ATTHISLOCAnON5/16'X3'LAGSCREWSSTARTING6'FROMENDS THEN24'O.C.(1 1/2'EMBEDMENT) t: w,„1/.--20 TRACK SPLICE BOLTS k NUTS 2 X 6 VERTICAL JAMB ATTACHMENT TN?000 PSI FONFRFTF SECURE TO DAUB MiH(])CE e'DIA.1-S/e' HILTI KVIK BOLT 3/8' X 4' STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2' EMBEDMENT) uG BOLTS HSLTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'OC.(1 1/4'EMBEDMENT) ITV/RAMSET REDHEAD(TRU-BOLT)3/B'X 4' STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO HOI LOW C-90 BI CCK SIMPSOI 1/4' X 3' TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS (3'APART)AT 16'O.C.(1 I/2'EMBEDMENT) I III HILT)1/4' X 2-3/4'KVIK-CRF IT. SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS(3'APART)AT 16'O.C.U (/4'EMBEDMENT) HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'SC.(1 1/4' EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) S NAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. (SPLICE) KPREPARATION OF WOOD JAMBS BY OTHERS 12 GA.GALV.STEEL EH! ATTACJIED 01(1)1/4' 20 WOOD CONCRETE HOLLOWUT BLOCK GROUTED BLOC 441 I TRACK SPLICE BOLT&NUT W STRUCTURE STRUCTURE STRUCTURE STRUCTURE a l I 1 1 -1--- I I B 1/2'MIN 2-3/1'MIN I-1/2'MIN 4' 226 JAMB A _Ik TYP. 3'MIN 1 TRACK CONF1GURATION FOR 6.6'UP TO 14•TALL DOORS(SEE TABLE 1) N.T.S. TABLE 1 jLW 10 DOOR TRACK ATTACHMENT SPLICE 710 HEIGHT A B C D E F GH S ....� .6'6"_ 3.5" 217. 421, 63" .. ._ 70" / 7' 3.5" 21" 42" 63" 76" / - T 6" 3.5" 21" 42" 63 . 82" OImo, IAV DESTEM3LTR'1905 DAIS BY 8' 3.5" 21' 42" 63" 88" �I'1 DRA WED DIRK sBT u RR :.8'-6" 3.5" 21 42" 63"' 8411 • 94,. / 16xKs14 y4:5RR,,sti-,„A 9' 3.5" 21 42' 63" 84" 100" % QI DEZ(AR S .E ,,',x..24^ '.N--e..6',,, c P:....... r- - 9'6"- 3.5" 21" 42" 63" 84'. 106" of �/'_ �_ a3 •ZA`;•'V ° sB'1 PDF5.6 PSE cone ' 10' 3.5" 21" 42" 63" 84" 105' 112" —4 •III d Mt' TES �0 PSF ez'{2• *11/41 F 10'6 3:5" 21" 42" 63" 84" 105 118" !! 11 �� 417 PSF is STATE of EW�4 11' 3.5" 21" 42" 63" 84" 105" 124" I I ......a......„;,...... : �C '• P•;2'c 11'6 3.5" 21" 42 63" .84" 105" 130" v,�`�;5�''.w.tsss% ;3 12' 3.5" 21" 42" 63" 84" 105" 126" 136" FL g401c:mitziv a„ II r 12'6" 3.5" .21"- 42" 63" 84 105" 126" 142" W .iTs...trr 13' 3.5" 21" 42 63" 84" 105" 126" 148" 8 :'1 y - G 4 I L6S GARRIAGC[CART VINSTON-SALCM,NG 27105 WVAINIMCUI 13'6" 3:5" 21" 42" 6.3" 84" 105" 126" 147" 154" MODEL #1500 STRATFORD 3000 MODEL AGE 3000 14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" MMODEL #1550,#1200 HERITOAK SUMMIT 3000 SHORT, LONG, FLUSH h OAK SUMMIT PANELS — ALL TRACK ATTACHMENT SPACING +/-2' ALLOWED WITH SW OR SPF NO. 2 OR BETTER ONLY I MN BY RB DAT 57/30/12 DUAN MAMA AVAILABLE TRACK CONFIGURATIONS 8 MID BY DAT IRC-1516-130-15 N.T.S v¢r3a4 OFFICE t ar.u4 V TABLE 2 Section Center Stile Max Design Section Center Stile Locations Max Design Panel Type Locations Loads Allowed (Measured from Left Edge) Loads Allowed Width 1st 2st 3rd Posithe Negltke Width Panel Type 1st 2st 3rd 4th Positiee Negitiee (ft) (in) (in) (In) (PSF) (PSF) (ft) (in) (in) (In) (In) (PSF) (PSF) 10'0 Short 48.41 71.59 34.3 39.0 14'0 Short 57.76 84.00 110.11 29.2 33.2 10'0 Long 30.00 60.00 90.00 40.9 46.5 14'0 Long 58.63 84.00 109.38 • 29.2 33.2 ,--10'.0,-,Oak:Surlmit 30.63 :60,00 89.38 -.:40,9 ..•,46,5 14'0 -Oak Summit 57.31 84:00 110.69. ... .... ..292. '33.2 12'0 Short 48.81 72.00 95.19 34.1 38.8 ..__.. 12'0 Long ...:49.63 72,00 94.38 . 34.1 38.8. 14 2 Short 58.85 85.00 111.41 28.9 32.8 12'0;''Oak Summit 48;31';72:00 ',95:69 f34i1 38.8 14'2 Long 59.17 85.00 110.83 • 28.9 32.8 12 2 Short 49.64 73.00 96.36 33.6 38.2 14'-2 OakSummit 58:06 85.00 111.94 - " 28.9 - 32.8: 12'2 Long - 50.08 73.00 95.92 33.6 38.2 14'4 Short 59.16 86.00 112.71 28.5 32.4 '12'2,-Oak Surntnit-49,06"73.00 96:94i- .33.6- :38.2 14'4 • Long 60.17 86.00 111.83 28.5 .32.4 12'4 Short 50.64 74.00 97.36 33.2 37.7 '°14:4' Oak Summit 58,81 86:00 113,19. 28.5': :.32,4 12'4 Long 51.08 74,00 •96.92 33.2• 37.7 14'6 Short 59.86 87.00 114.01 28.2 32.1 ii 12`4';Oak Summit 4941..74.00._:98:19.:x:33.2 :'.372, 14'6 Long 61.17 87.00 112.83 28.2 32.1 12'6 Short 50.67 75.00 99.33 32.7 37.2 14'6, Oak Summit,59.56 8700 1.1444 28.2 •;_32.1 12'6 Long 51.17 75.00 98.83 32.7 37.2 14'8 Short 60.56 88.00 115.31 27.9 31.7 ._12'.6 Oak:Summit 50.56 75.00 99.44- :32:7 37.2 14'8 Long 44.81 88.00 131.19 ; 27.9.: 31.7 12'8 Short 51.67 76.00 100.33 32.3 36.7 ;14'8: 'Oak'Summit 60,31 '88.00-115.69 ,.,-.:-[ '27,9--:"31.7 12'8 Long' 52.10 76.00' 99.90 32.3 '36.7 14'10 Short 61.26 89.00 116.61 27.6 31.3 y-12-8:=0ak.Sumrnit 51:31- 76.00•10069 =323?' -36.7. 14'10 Long 45.60 89.00 132.40 27.6 31.3 12'10 Short 52.25 77.00 101.75 31.9 36.2 .14:10.Oak:$ummit 61.06 89x0(8,116.94 .---;- +--27.6' - '31,3 12'10 Long 53.10 77.00 100.90 31.9 36.2 15'0 Short 61.94 90.00 117.94 27.3 31.0 (..12,10 Oak-Surtiinit 52:06:77,X_ 101.94 .;.31.9;,- )36.2,; 15 0 Long -46.60 90.00 133.40 ' 27.3 31.0 13'0 Short 53.00 78.00 103.00 31.5 35.8 .1,5'-.0..Oak.Summlt 33.63 90.00:-146.38 .21.7'" 24.7 150 Long 54.10 78.00 101.90 31.5 358- 15'2 Short 62.66 91.00 119.21 27 0 30.6 13`0<Oak Summit52.81:7/00, 103:19 -31:5' 358 15'2 Long 47.60 91.00 134.40 - 27.0 30.6 13'2 Short 54.00 79,00 104.00 31.1 35.3 r • 13'2 Long 55.10 79.00 102.90 31.1 35.3 15'22'C OakSumrnit 34.13. .91:00.:.14288 ' • -> 21.6 e::24.5 15'4 Short 53.60 79.20 114.80 130.40 26.7 30.3 -13'2iiOak Sommit 53.56 79.00-104:44:31;1 35.3^-- 15'4 Long 47.25 92.00 136.75 26.7 30.3 ° 11°b6 MOS WE m 13'4 Short 54.40 80.00 105.60 30.7 34.9 -15',-4 Oak<Sflmniit 34(63:92;017..149,38 21.4 24.3- A �-It 56 13'4 Long 54.90 80.00 105.10 30.7 34:9 15'.6 Short 46.62 93.00 139.38 26.4 30.0 13'4 Oak Summit 54.31.;80 00..10869 30.7; ,134:9 Max sze tL enee�r?e e Long '.47,60 93,00 138.40 26.4 30.0 16':14' 15'6 .K-=', ted° S114/0-Ne 13'6 Short 55.40 81.00 106.60 30.3 34.4 _ , 3,o••• ^ ie.15'6- Oak`Surimit 47.42 93.00 138,58 - 26.4L__30.0 . W E 41. 4;�yGCNSF.•..Cf,,YZe 13'6 Long 55.90 81.00 106.10 30.3 34.4 •- oescN LOADS +25.6 P3 ,t, -. -43'6- Oak Summit 55.06 81:00.106,94 .30:3;:,--34:4'• 15'8 Short 47.62 94.00 140.38 26.1 29.7 -29.1 PSF 6: ,4; 43579 •?.M isE 13'8 Short 56.40.82.00'107.60 29.9 34.0 15'8 Long 48.60 94.00 139.40 26.1 29.7 >ESY LOADS W 5.'.'• 13'.8 Long 56.63 82.00 107.38 29.9 34.0 15';8_Oak Summit 48.02 94.00;139.98 ': 26.1"' :29.7'' +364 PSF �� : dr 4(14.1 o: -sal PSF Tj L = 2 13:8; OakSummd 5561-82.00 108.19 29:9.: '34.0 15'10 Short 48.62 95.00 141.38 25.8 29.4 STATE OF ''14147 Np 13'10 Short 57.16 83.00 108.71 29.6 33.6 15'10 Long 49.17 95.00 140.83 25.8 29.4 4,•'',i...." i 13'10 Long 57.17 83.00 108.83 29.6'" 33.6 15'10 OakSurrtmrf 48.62 95.00.141.38,. t"-: 25.8 29.4 'S OS •l 0 R t<?•r,S%>' ;3 ;,,13'1.0,Oak:Summit,56;56 83.00 109.44 .29.6? 33.6;- 16'0 Short 49.62 96.00 142.38 25.6 29.1 4�FL,114;;;(1"'":c'`'‘‘moi ••% N0 16'0 Long` 50.60 96.00 141.40 ' 25.6 -29.1 16'0 Oak Summit 48.42 96:00 143.58 25.6 .'29.1 165 CARRIAGE COURT V915TW-SALEM.MG 27105 VVVAMAnLVI MODEL #1500 STRATFORD 3000 MODEL #1200 HERITAGE 3000 MODEL #1560 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS Set 9RAw BY 55 tux 91/30/11 -DRAIN 1uw B atom By OAT IRC-1516-130-15 4711464