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2279 SEMINOLE RD - FAILED GARAGE DOOR zZ7c) S /VUA&k �C syLJ INVOICE # City of Atlantic Beach INV-3839 s' 800 Seminole Road Date Due: 5/23/2018 ` Atlantic Beach, FL, 32233 - REPRINT - Invoice Date:4/23/2018 Record# Record Type Fee Group Fee Description Quantity Amount RES18-0124 RESIDENTIAL BUILDING PLAN REV BUILDING PLAN REVIEW 0 $50.00 RESUBMITTALS RESUBMITTAL SECOND $50.00 Invoice Total: $50.00 s� o s.,\i , 13- cai /r22 s _mu ) __ 9-- /0 S 440 ° k P (.e _VA.) CKO\ 3 , c__\;\cl\-- 1.& C---4)\' 0 n! 0 e. ' •--) 4b3C-) d(L it )(-tk6 _ y-xt SCANNED Date: g1 I l Printed: Monday,April 23,2018 10:30 AM 1 of 1 r 1RYfiT ', �� CITY OF ATLANTIC BEACH •• ' .�� 800 Seminole Road it \ Atlantic Beach,Florida 32233 • Nikr-JP? REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date /i0 Revision to Issued Permit Corrections to Comments Permit# 0(7 -S I -c/o Project Address 2? 7 I S e %no le JR cL /9P Contractor/Contact Name Oaf Phone q©ll-930- 2,3_5? Email DUge,_ q(91/.Cov/7 Description of Proposed Revision/Corrections: Permit Fee Due '. SO-0 0 .�d e e d f'1 warms 74-0 ci.✓ 0/00/- m ;nG��.r � U/!)7 44 / .1 Cc J . Additional Increase in Building Value $ Additional S.F. By signing below,I tiK6. l;GtAde.cb 1_ affirm the Revision is inclusive of the proposed changes. (printed name) ' •A V/6146P 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 C._ n /p'c T �U p fr F ` v g Q y De rtment Review Required: B . Planning & Zoning CReviewed By Tree Administrator Public Works Public Utilities `fr20 Zot F " 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 Zone d end zone 30' Printed:Tuesday, 11 February, 2020 1 of 1 ,wear REVISION BP# gE S/$ o /.0 y , * , H _ DATE '1 /go /?n/ SIGNED J')'► 14GA DURASAFE 13 GA.(MIN)GALV CENTER HINGE ATTACHED CgMERCIAL TOP REELER 3'x 20 GA STRUT V/(4)1/4'x 3/4' ATTACIED HEX MEAD SCREWS BRACKET ATTACHED 13 GA BOTTOM BRACKET V/(3)1/2'X 3/4• /V/(2)1/4'x 3/4' ATTACHED V/<4)1/4'%3/4' HIE%HFA°SCREW HEX HEAD SCREWS Y x 20GA STRUT A HEAD SCREWS C AARRIAGBLE SLIDE BRACKET 0 SPECIFICATIONS AND NOTES 411 p-TTACKD V/(2)5/16'0 3/Y20GA STRUT �CARRIAGE HBB.rs AND HUTS ATTA[NED1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE NNEIIMEIv/(v V4•x 3/4• VERTICAL TRACK,FROM THE TRACK THE LOAD IS TRANSFERRED H.� • HEX MEAD SCREWS �`+ TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER IIIIIIIIIIIIII2'ID-BALL STEEL RECEIVES NO PORTION 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'(MIW STEM ROLLER ELM W/7/16'RETAINER FOR +204.8 LBS/FT & -232.8 LBS/FT WI 7/16'RETAINER FOR _ NOtTH/tEADED SI(AFTS NR!-THREADED SHAFTS 3.DOOR AND HARDWARE WILL 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 O TYPICAL BOTTOM BRACKET° ROLLED FORMED,WI BAKED ON POLYESTER FINISH N.T.S. TYPICAL DURASAFE CENTER HINGED N.T.S. 5 DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN N.T.S. USE(2)3'20GA STRUT PER SECTION 6.DOORS UPTO e'0'HIGH CONSIST OF(5)SECTIONS AS SHOWN USE(2)3.20GA STRUT PER SECTION 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS 0 © 3'x MA.STRUT ATTACHED / INDICATES ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. V/(2)1/4'x 3/4' HEX MEAD SCREWS �1 1 T/ , / I:/ ' / A I4GA. ATTACHED 18' END HINGE A 3/4' 9' 17 /// / /./ // `, .///_ ► c+--�—�� _ a _7_ '' ND HEAD SCREWS 21' I �- .•�`. ./�/_ _//_ /// /// 1 ,� INTERIOR OF GARAGE 1 1_�. _ _ _ ae _-- -_._. 5, 3•x 20GA 2'10-BALL ST STEEL -� MAX.MIDTi I6•o• f STRUT 5'(MIN)STEM REELER ' e _.. ♦ �,—•Bi V/7/16'RETAINER FOR • =Z1= NW-TREADED SHAFTS CE 18' I II ) - I _ - -' _ yiOt _5 IIGA DURASAFE JAMB DESIGN LOADS'I I I I I I 1 I I I 5' - e 1 70' 204.8 LBS/3T REELER CARRIER ATTACHED ± BITJS/FT SEE NOTES 1&2 18' L t (2 , 4 21' HEX HEAD SCREWS I! TYPICAL DURASAFE END HINGE® 1 5' _� I A N.T.S. 21' I © : 21' VDZSOF 06 O11116116 I DAT BY 11 (2)1/4•x 3/4' A MUD BAB S-07-U RR .4111.1111116nNE%1EAD SCREWS SEE TABLE 2 A j1°BBTBtrrHrrA ,;o ON PAGE 4 MAX 0914E t--7.-.. ��0%1 t_ SHE/till ,`,.r 16' la tp; "A ?P eA oz • SECTION HEIGHT SECTIO(HEIGHT 3'IST AT � DESIGN2E LOADSPd E `h'r..C?! G 46579'', INSIDE ELEVATION 0. ±29.1 PSF < r.` ' 2a N.T.S. STRUT CLIP TEST LOADS ( (J ¢� +384 PSF -11 W /' /"O:tea' TYPICAL TOP STRUT ATTACHMENT -43.7 PSF Dm :'"�; S N.T.S O EM �0• STATE OF •:�4,rx,Z (1)5/16'DIA.ATTACHED TO' !_ p'.,� LAG BOLT ATTACHES JAMB 2 X 6 SIP OR SPF %'..V..9.-:� •C O r"t‘o":/... :•. Al EA.JAMB BRACKET (NO.2 OR BETTER) LI" • •``�`♦ '3 E= `d J/+JNA -`.S♦° V iii 6� THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE `�FL '' i ae+Il 4° (SUPPUED BY INSTALLER) PROCEDURE DESCRIBED IN ASTM E330 AND DASMA 108. THE PRESSURES SHOWN "WMT_ ILI\7.11 ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING 1 ,l��/` '=+ f�wy. 20 G V.srEtl PARAMETERS(5 FEET Cf DOOR WIDTH IN NE END ZONE,ROOF AT ANY SLOPE): 165 CARRIAGE COURT WINSTw saEM,6+. 27115 WWW MARRGu END SALE MODEL #1500 STRATFORD 3000 MODEL #1200 HERITAGE 3000 WIND SPEED (MPH) 168 152 145 138 133 MODEL #1550 OAK SUMMIT 3000 ;7 1e•OA SHORT, LONG, FLUSH & OAK SUMMIT PANELS ROLLER EXPOSURE LEVEL B C C D D 2'GALU STEEL TRACK MEAN ROOF HEIGHT 30' 15' 25' 15' 25' GD MAIM ER DATE 07/3)/12 MAW IMO TRACK THICMNESS.063" TRACK MOUNTING OFTAII B Of=BT DAT IRC-1516-130-15 N.T.S. Sal I O 4 JOB COPY ❑PTI❑NAL SHORT AND LONG PANEL GLAZING LAYOUTS GLAZING MEETS ASTM E1300-04 I B 19 xl �// �// I �// 7/i/ /// �// . . / II �/ . I I I _ TOP SECTION (U 3'20CA STRUT AT TIE TOP OF TOP SECTICN 8 _-- _ .. a _._ 444 ATTACHED SCREW V4'x 3/4' . j// . j// j// n l /// .. /// /// r' //// //// HEX HEAD SCREWS 4' EACH END STILE 1 V/(2)V4'x 3/4'HEX HEAD SCREWS Fl _ e 16. b AND Cl)STRUT CLIP AT EACH CENTER STILE Q' e'' e ' `9 e� 1 3/8'(1500 11550) Dl INTERMEDIATE SECTION r(1200, 1 I- 71 GA FXTFRIIIR SKIN(1500 1 1550) 13 GA CJDRERCIAL 24 GA EXTERIOR SKIN(1200) Iii!• TOP FIXTURE ATTACHED -- 9 . V/13)l/4'x 3/4'HEX HEAD SCREWS \s �` BI. ADJUSTABLE SLIDE BRACKET ATTACHED ►► ..:. WAD) x 1R'BLT AND MTS ////////// ///////// //////// //////////J TOP SECTION i.:* 27 GA DATERDR DAM ♦G /////////' l ////////// l /////////I /////////. CFC-FREE EXPANDED HARK POLYSTYRENE INSULATION ..•4 wi I i '' R=5.73,U•0.17 .�� ...,. 11)3'20GA STRUT AT THE BOTTOI ,.•�• OF EACH SECTION ATTACIED V/(2)1/4'x 3/4' C! ,., HEX HEAD SCREVS AT EACH STILE INTERMEDIATE SECTION II 14 DGAHINGE GLAZING OPTION CROSS SECTION FEYCOISCIFTOG OF MORS D,E BT k GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION A ID DD/01B 5-07-0 M E �TTA�C/Ea vii3Rur�TAC(m W NINGEs. (�,�a IDN ONN� rs MAX SIZE Fr \+\\t%Ti. SHE(,",, IV%. HEX HEAD SCREWS AT EACH END STILE \-11111 IM S Dy BR03ELIpM 16'x 14' \\e��S ) �_Fj9 dii s^ * 1 WAD)1/4'x 3/4'HEX HEAD SCREWS ., \- -.'GENS d d �.�. AT EACH CENTER STILE 3/st ma]W G.A. DESIGN LOADS W E y•.�• �. ••..4.-.0�Jidl +25.6 PSF N 00485 +$ �0.0 I+�- -29,1 PSF W,+ z :� I.J TEST LOADS cC.4 * If rDL? ;.;. +36.4 PSF cc :�+ i .: (ID)A 13/4. -43.7 Psr -..2;:C. -• STATE OF a STEP/LIFT HANDLES ATTACHED NN HUD SCADS Ba�. • C.- •4d4 ry i4 i1 WAD V4-P0 X 1 7/B U500-1U T'� •.� Q':Com`\ 1xAT MOM wi;�nA��='(��\\ 2 ,1 V/(2)Vh20%2 1/2(1200-D) Y l BOLTS AND VI X 20 NUTS „� dd�U G SECTION B—B E2 •si`�f0!1}ptL�\`\ X4 1 !i4 1 '...ifi PITADI )4 R U)3'20CA STRUT STACKED ON BOTTOM BRACKET �N FL 41 13 GA BOi TOn BRACKET ,4 or ATTACIED V/12)VA'x 3/4' ATTACHED REX l AD %3/4' LPA HEX HEAD SCREWS AT EACH STILE J�r7 HEX LEAD SCREWS, CH IB-1/B' 38-1/B' EraiIF VO/H[ALUN EXTRUSION OITVINYL ASTRAGAL _ , i_ ..-___._ __ I: 115 CARRIAGE CORT VBNST5FNLFN,II 27105 WVNMRRLDK SF1'TION A-A_(.�QE VIEW) 10-5/13'i 10-5/B• MODEL #1500 STRATFORD 3000 N.T.s. MODEL #1200 HERITAGE 3000 MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS __. -- 42E DRAM RR 011E 07/31/12 DRAM MAW SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL_ _ B OED(fD BY BRIE IRC-1516-130-15 N.T.S. N.T.S. SNP I E 4 • P ' WOOD JAMB ATTACHMENT TO STRUCTURE BT r - kr y 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'O.C.CI 1/2'EMBEDMENT) SPUCE TRACKS AT THIS LOCATION7 2 X 6 VERTICAL IAMB ATTACHMENT Tn 7.000 PSI TPTNCRFTF W/(4)1/4-20 TRACK SPLICE BOLTS 6 HOTS HILTI KVIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) SEWRE TS 2 X 6 VFRTICAI JAM))ATTACHMENT TO VIHIP FRAME STRIX:TIIRF JAMB M1TH(3)S/1 a'DA..t-S/B' HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'CC.(I 1/4'EMBEDMENT) I LAG BOLTSITV/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 HOLLOW C-90 BLOCK SIMPSON 1/4'X 3'TITER SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS (3'APART)AT 16'O.C.(1 1/2'EMBEDMENT) HILT! 1/4'X 2-3/4' KVIK-CON II♦SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS(3'APART)AT 16'O.C.(1 1/4'EMBEDMENT) 'I 2 X 6 VFRTIFAL JAMB ATTACHMENT TO GROUTED C-90 BOCK (P000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.(I 1/4' EMBEDMENT)COR,USE FASTENERS FIX(HOLLOW C-TO BLOCK) S 'II .LAGS AND BOLTS CPN BE COUNTERSUNK TO PROVIDE AL FLUSH MOU4TING SURFACE. (SPLICE) .PREPARATION OF WOOD JAMBS ET OTHERS 12 GA.GALT.STEEL Eli JAMB BRACKETS WOOD CONCRETE HOLLOW BLOCK11 ATTACHE)W/(1)l/4'-20 STRUCTURE STRUCTURE L STRUCTURE 1 GROUTED BLOC D 11! TRACK SPLICE BOLT A NUT Z STRUCTURE 1 ��� XI A4I <J c I I I -L - 1 I B ,Ti 1/2'MIN 2-3/4'MIN 1-1/2'MIN 4' 2X6 JAMB -'_IM1 TYP. 3'MIN TRACK CONF1GURATION FOR 8'8'UP TO 14'TALL DOORS(SEE TABLE 1) N.T.S. TABLE WO DOOR1 TRACK ATTAE HMF G H NTSPLICE jMggD HEIGHTA E3Djr ,_ '''. 'yN.'€ 70' /I'� 7' 3.5" 21" 42" 63" 76" 7 6" 3.5" 21" 42" 63" 82" 1Ev DESCRPIOIG OF MOD DATE BY A AIMED 4.080 5-01-13 PIR 8' 3.5" 21" 42" 63" 88" MAX SIZE - TT°ISI•!l,JB 4 °}.,, 3.5" 21" 42" 63" 84" 94''_r4.1 %— wI 16'x 14' ma ,t>'°` $ c('=�, 9' 3.5" 21" 42" 63" 84" 100" 0/ I .._ ,f �.. '4 DESIGN LOADS -,........r. \G E N s..•'9e, 91 6" 3.5' 21" 42" 63" 84" 106"A '9 - -29.6 PSF C a ; -28.1 PSF h. A.. 0048 'Z -IP Ai /V� TEST LOADS 12 ' • 10' 3.5" 21" 42" 63" 84" 105" 112" —���r - 38.4 PSF i;g: *11(0 o I -43.7 PSF 10'6" 3.5, 21" 42" 63" 84" 105 11814 III III I € :' NATE of :�(u..' za 11' 3.5" 21" 42" 63" 84" 105" 124" I s" �('`'''..k(0 R 10, .2� 3 E e '.1',',1'1,5" 1, l`'I J�'1�� 2 11 :6 --3:5" 21" 42" 63" 84"_105' , 130" �„FL '`�,;�Oni L °°�• �v 12 3.5" 21' 42' 63 84' 105 126 136" li ,,.12 6i- 3:•57 2.1'; •-,42"; '.63, •$4-, 105,, 1.26, 142' .; .' F' 2111 ..A 13' 3.5" 21" 42" 63" 84" 105" 126" 148" 165 CMRI*GE COURT WINSTON-SALEM,N.C. 27105 WV,.4 4 4{W • t +'+ r9 i., ' 2A.� 4µ.,; 105" 126". 147" 154" II MODEL #1500 STRATFORD 3000 " " MODEL #1200 HERITAGE 3000 14' 3.5" 21" 42" 63" 84" 105' 126" 147" 160" MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED WITH SW OR SPF NO. 2 OR BETTER ONLY _ II I1. 1 SIZE pool BY RR DAZE 0)/70/12 CRANIO RAW ATAAABIE TRA«CONFIGURMIONS 8 DECKED BY DATE IRC-1516-130-15 M.T.S. 3EIT7(E 4 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 Positive Negitive Width Panel Type 1st 2st 3rd 4th Positive Negiti'e (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 1-10'0 Long 30.00 60.00 90.00 40.9 '.46.5 14 0 Long 58.63 84.00 109.38 29.2 33.2 110'.0, Oak.Summit 30.63 60.00 89.38 40.9 :1ri54: 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 14'2 Short 58.85 85.00 111.41 28.9 32.8 12'0 Long 49.63 72.00 94.38 34.1 38.8. 14'2 Long 59.17 85.00 110.83 28.9 32.8 12'0 Oak Summit 48.31 72.00 95.69 34.1 38.8 14'2 Oak Summit 58.06 85.00 111.94 28.9_ 32.8 12'2 Short 49.64 73.00 96.36 33.6 38.2 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 X.2'2. Oak Summit 49.06 73.00 96.94, ;-33.6:, .138.2 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 Snort -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 12'8 Short 51.67 76.00 100.33 32.3 36.7 14'8 OakSummiT 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-OakSumrnit 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 _d.4t,0:.Oak.$ummlt 61.06.89.00 .116.94 •. 27.6 1 -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 j 31.0 117.10 Oak-Summit 52,06 1.77.00. 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 15'0. Oak Summit 33.63 90.00-146,38 .21.7 24.7 ;3.13'0 Long 54.10 78.00 101.90 31.5 35.8 15'2 Short 62.66 91.00 11921 270 306 P 13'.Q Oak Summit 52.81 78.00 103.19 -3115=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 -;''5'2 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 15'4 Short 53.60 7920 104 80 130.40 26 i 1 :30:3 iii.13'2 Oak Summit 53.56 79.00 104.44 31.1 35.315'4 Long 47.25 92.00 136.75 26.7 30.3 i le DExWluX9 u RN= WI BY 13's Short 54 40 80.00 105.60 30 7 34° 15'4 Oak Summit 34163 .92.00.149.38 _ 21.4• -24.3 A ADDEO CLAM X1-0 R 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 MAX SIZE 5N 0...111!!!5,,' do 13'4 Oak Summit 5431 80.00: 105:69 30.7 34.9 16'.14' et,' L S1ic7 '1.�� a� 15'6 Long 47.60 93.00 138.40 26 4 30.0 x ,�+ ,,...;•�1������ P. 13'6 Short 55.40 81.00 106.60 30.3 34.4 11 %,..• 13'6 Long 55.90 81.00 106.10 30.3 34.4 15'6 Oak Summit 47.42 93.00 138.58 .26.4.:. ..30.0 oE9a1 • v f• ,:•• •‘GCNS5'•• '-'i -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 1 -29.1 PSF �t � 43579 . 15'8 Long48.60 94.00 139.40 26.1 29.7 `� 13'8 Short 56.40 82.00 107.60 29 9 34.0 TEST LOADS 1`� : * (t I oa 15B.-Oak Summit 48.02 94.00 139.98 26.1 29.7 .x4 Ps a it S < .13'8 Long 56.63 82.00 107.38 29 9 34.0 -43.7 PSF 1), 4413'8! Oak Summit 55.81 82.00 108.19 29.9? • 34.0 15'10 Short 48.62 95.00 141.38 25 8 294 ir; 1, STATE OF .144,41.?_2 !'-'t,.--71`.% 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 _ F, c--.... - 13 10 Long 57.17 83.00 108.83 29 6 33.6 nit 48.62 95.00 141,38 . 13'.10 Oak Summit 56.66 83.00 109.44 29.6 33.6 16'10 OakShort 49.62 96.00 142 38 25 6 29 41 8�FLN,,, ",,``, 6P 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 . liy ��ii ...ctr - 165 CARRIAGE COURT VIMSSTT��SAALE��M` ,MC. 27115 VVV.IMAINUM 1 MODEL /1500 STRATFORD 3000 MODEL #1200 HERITAGE 3000 MODEL #1550 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 9S MAIM BY AIR 0.0E 07/30/12 -MIK MUER B acazn er DAL IRC-1516-130-15 9fET 4 CF 4