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1653 N Linkside Ct RES20-0005 Garage Door RESIDENTIAL PERMIT PERMIT NUMBER RES20-0005 `' CITY OF ATLANTIC BEACH Tr /z ISSUED: 2/4/2020 800 SEMINOLE ROAD 9111 ATLANTIC BEACH. FL 32233 EXPIRES: 8/2/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1653 N LINKSIDE CT RESIDENTIAL WINDOWS/DOORS GARAGE DOOR $1992.00 TYPE OF REAL ESTATEZONING: I BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172374 6165 SELVA LINKSIDE UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: PRECISION DOOR SERVICE OF N FL JASO 6676 COLUMBIA PARK DR S JACKSONVILLE FL 32258 OWNER: ADDRESS: CITY: STATE: ZIP: • VAN LIEROP SUSAN 1653 LINKSIDE CT N ATLANTIC BEACH FL 32233-7316 JOANNE 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $94.00 Issued Date: 2/4/2020 1 of 2 xl'"41,,, RESIDENTIAL PERMIT PERMIT NUMBER s '; RES20-0005 ' CITY OF ATLANTIC BEACH �111 zISSUED: 2/4/2020 800 SEMINOLE ROAD "�on �� ATLANTIC BEACH. FL 32233 EXPIRES: 8/2/2020 6 Issued Date: 2/4/2020 2 of 2 rS.L, City of Atlantic Beach APPLICATION NUMBER }'� Building Department (To be assigned by the Building Department.) �s 800 Seminole Road l --/ G ,� Atlantic Beach, Florida 32233-5445 R�S C 0� CEJ Phone(904)247-5826 • Fax(904)247-5845 } \' .0.217,../.") E-mail: building-dept@coab.us Date routed: c1 /Z Cityweb-site: http://www.coab.us 1 P APPLICATION REVIEW AND TRACKING FORM ti Property Address: I CP 5 3 L I N)K S(QE Ca-- Department review required Ye No uildin Applicant: 11. L,' I s l 0 N DO0(e_ e--eii — arming &Zoning j\ ree Administrator Project: 6ii A i2 ACr-. I cc Public Works • Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District T Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VIApproved. ❑Denied. I INot applicable (Circle one.) Comments: BUILD ' PLANNING &ZONING �� q .a Reviewed by: filo - 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. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application OFFICE COPY 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: \ O ) \( -CDA t C A \Ni . Permit Number:' `& ZO v 000E) Legal Description 4-1-PP,5 \-1 -2(:1)-- 'low_ (-2-)e\UC\ UM-('S ►C kJQtR4 n2'1 74 lo\t p5 Valuation of Work(Replacement Cost)$ ((')� "1 Heated/Cooled SF Non-Heated/Cooled ,1' • Class of Work: ❑New DAddition ❑Alteration ❑Repair DMove ❑Demo ElPool tWindow/Door • Use of existing/proposed structure(s): ❑Commercial 11Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Florida Product Approval# 00\rte\.\ for multiple products use product approvathprm r Property Owner Information �) t Name 5‘),S(N. \1c t\ We 'c) p Address wt..f-))j L\►1 (:=j1f.�LN • , CC ...I Z City A� \ P Gc►-, ,State C.L Zip ?.120- GCA Phone O - \L- O 24S r a C) I E-Mail *MeV(\�Q\f'.rn\, ���, / Q, U p_ a ` Owner or Agent(If Agent, Power of-Attorney or Agency Letter Required) 0 H Z F Contractor Information 0 © O Name of Company 'i.11 VOW ' II. Qualifying Agent , � f ?:\e,ppckf( L`1 I— a2 CCAddress�A()�to `�rJ(Y\ IC f�C� �1 City -T'Q'( StateL Zip 31O Q CI Office Phone Ot –�p',( , Job Site Contact Number t it U J ' N r State Certification/Registration# ��IAID��E-Mail MC1hriLA \(Y1. prise a'(Yl(,1 I Cl' 'I?l Q e_� w Architect Name&Phone# `J 4, LL. ix Engineer's Name&Phone# G OW W ociv . CC Workers Compensation Insurer See CePt . OR Exempt 0 Expiration Date W n CC M C Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal la4 lid W W II commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regula5g CC w construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGN! W WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirement4 this CC 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. r'-,(_„...., ,..„ ,,,q9E !D OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done 1 _...., _ c rae'Witb:all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEIJ1 v1AY 2020 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF,YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE { 1[ 117g DtieQI"tl"t?fafl RECOR911siG YOUR NOTICE OF COMMENCEMENT. Signature of Owner or A nt) ,([Signature of Contractor) Signed and sworn to(or affirmed)before me this a day of Signed and sworn to(or affirmed)before me this 3 da of ,-MACkfli , .Pk by ,:...t/II ,a.11 L PYO• ''_, O ,by 2ofrppak-A,J .� 1LGv "4„..,..8.,..,,,-1:-P.:641,-:: i4Ii L L,4ur (Signature of Notary) ••t e if Notary) igt, MICHELLE VAN VUREN `2�sY PG°G`. MICHELLEVAN VUREN Notary Public-State of Florida c' Notary Public-State of Florida [ ]Personally Known OR -. ' [ ]Personally Known OR :.'� a Commission#GG 203567 gy, Commission#GG 203567 .°F °` My Comm,Expires Jul 29,2022 [ ]Produced Identification •,aF!L. My Comm.Expires Jul 29.2022 [ ]Produced Identification Bonded through National Nota Type of Identification: Bonded through National N Type of Identification: — - Assn OFFICE COPY 12 GA GAL V. CSMERCIAL TOP ROLLER 3'%20 GA.STRUT BRACKET ATTACHED El"="4417HET/TX1HEIE'ADn4Wili4; V/(3)VI'X3/4' 3•z PD GA STRUT HE%HEAD SCREW ATTACHED MIIIIMMIIIIIIII V/(2)L4•x 3/4' ADJUSTABLE SLIDE BRACKET .'HEAD SCREWS SPECIFlCATIONS AND NOTES L�Z7— 7TACHED V/(0 5/16'%3/4' 3'z 20 GA STRUT CARRIAGE 80.75 AND NUTSAIXIMXXIII 411111 13 GA BOTlv1 IAACxET 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE �� ATTACHED ATTACHED y/ttl V4•x vs• VERTICAL TRACK,FROM THE TRACK THE LOAD IS TRANSFERRED A•HHHHHH�4� y/ta)/4"•LI' . I[Aa SCREWS TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER HEX HEAD SCREWS RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.10-BALL STEEL . 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: 3'(MIN)STEM ROLLER Qn ��0,: 3' 20 GA STRUT -7, +204.8 LBS/FT & -232.8 LBS/FT V/7/16'RETAINER FOR ATTACHED NDN-THREADED SHAFTS v iBiE DMRASAEVH2)1/4• 3/4• 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED CENTER HINGE ATTACHEDD 11111111� HEX HEAD SCREWS IIIE1-.I.n' AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. V/t4)1/4' 3/4' ' `+R 4.DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN TYPICAL TDP FIXTURES 1 HEX HEAD SCREWSIiIiiiiiMir 2'to-BALL STEEL ROLLED FORMED,W/BAKED ON POLYESTER FINISH N.T.S IROMBINI IRMI '' YOU.STEM RULLER W W/7/16'RETAINER FUR 5.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED NON-THREADED SHAFTS BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. TYPICAL OIRASAFE CENTER HINGE© N.T.S. TYPICAL BUTTA. 1 N.T.S. 3'•RIGA STRUT ATTACHED V/(2)1/4'z 3/4' ARON 1 © A HER HEAD SCREWS Ammii2 AlaMMINI 14GA.DURASAFE ._-. -__--_ END HINGE ATTACHED \\� .. \\ \\\ j /// j/ I' j/ W MEX LEAD SCREWS • \ / / INTERIOR aF CARA(E -y MAX.N1DTH 16'0• _ � _. -� —_ —e I '� 3'.RIGA,STRUT � �- O ATTACHED/4' 2'10-HULL STEEL V/(3)1/4•x 3/4' 3'(4IN)STEM ROLLER I_ HEX HEAD SCREWS 1 �1—•R Al 7/16'RETAINER FOR -- _ -. _ _ -_-_ NON-THREADED SHAFTS - - - - - - - -. \=X13 I JAMB DESIGN LOADS 1 I I I I I I I 1 I I -._— - _ -_ - _• —� +201.8 LBS/FT SEE NOTES 1&2 -.-. _ _ .- _. _ _ = 14GA.DLRASAFE -232.8 LDS/FT I (-2 ‘1111111111 ROLLER CARRIER ATTACIED V/(L) x 3/4' HEX HEAD SCREWS ' - TYPICAL DURASAFE END HINGT (1) TYPICAL E(/I RD DEMO a RIM DAE B7 SEE TABLE 2 A 121 1/4'z 3/4' MAX 512E ... Y- ON PAGE 4 HEX HEAD SCREWS 16 WIDTH �. ••• 16' 14'HEIGHT 3g •• •. F (DOOR NORIT 91B.ECT 1?E INSIDE ELEVATION (DOOR M°Y1TATd�)$E �• N.T.S. 3• RIGA. DESIGN LOADS - • ND.•);•' ,� z STRUTfil=r +25.6 PSF 'if.iA ,t,p A N -29.1 PSF LTi ' ✓ $i siRMr CLIPCLIPs (I)5/16'DIA.1-5/e' TEST LOADS z \:0144...,.BTATE A • T'Y (Ls.oLSON LOADS)ST: SL,•. _.vs•s. "- u0 BaT ATTACHED TD JAMB TYPICAL TOP STRUT ATTACHNENT +36.4 PSF •AT EA JAMB BRAGQT STOP 40ULOING 2 X 6 SYP OR SPF RG 23 • (U 2-3/8•%3-1/Y IBGA W/FLEXIBLE SEAL (N0.2 OR BETTER) N.LS aNSTEEL BACKER PLATE GLUED TO O -43.6 PSF • INSIDE EDGE AT TOP AND BUTTON (SUPPLIED BY INSTALLER) FL ......... oM OF EACH STILE LOCATION THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND DASMA 108. THE PRESSURES SHOWN ENTRE�NATIC 11 _ _ .1„..95 ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING ' I , E200 GA,MAL V.STEEL PARAMETERS(5 FEET OF DOOR WIDTH IN THE END ZONE,ROOF AT ANY SLOPE): 165 CARRIAGE CIURT VINSTUN-SALEM,NE.27105 11- • ll: MODEL #1200 AMARR HERITAGE 3000 WIND SPEED (MPH) 168 152 145 138 133 MODEL #1200 AMARR OAK SUMMIT 3000 eEi ROEi NER/ EXPOSURE LEVEL B C C D D SHORT, LONG, FLUSH &OAK SUMMIT PANELS (I)-/ 2' PER ROLLER TRACK THICKNESS HIO" °° A A LR T MEAN ROOF HEIGHT 30' 15 25' 15' 25 B ABY Rx DA 01/12/14 IRC-1216-130-15 COMM RIR DATE 07/72/14 N.T.S. SHIT 1 OF 4 OFFICE COPY ❑PTI❑NAL SHORT AND LONG PANEL GLAZING LAYOUTS GLAZING MEETS ASTM E1300-04 i E i 1 i TOP SECTION Riz• __ _ e _I .-. _. -- _- -. - (U 7 TOGA STRUT AT THE TOP OE TOP SECTION ATTACI D V4'x 3/4' //// j�/'. j/ -/// /// - /�// (l•//. /// 1 HEAD SCREWS 4'x 3 ' EACH END STILE _ AND Cl)STRUT CLIP ATEEACHACENTERVSTILE I / 9 1 D'.- INTERMEDIATE SECTION 12 GA CDRERCIAL 24 GA EXTERIOR SKIN •.• TOP FIXTURE ATTACHED V/CD 1/4'x 3/4'IED HEAD SCREWS '4 i.;_ / ♦ ADJUSTABLE SLIDE 1)IACKET ATTAOEa i! V/(27 1/1'x V2'BELT Alm NUTS , ////////// ///// ////////// ///// ////////// ///// ////////7 //// i,...: ME-SECTION :♦ 27 GA INTERIOR SKIN •t1IP • CFC-FREE EXPANDED * <U 3'TOGA STRUT AT THE KITTEN //////// ///////// ///////// //////V POLYSTYRENE INSULATION ... 17 ALTERNATING SECTIONS STARTING WITH R.S71 U•0.1] I♦ V(BOTTOM SECTION ATTACHES I I LEX HEAD SCREWS AT EACH STILE :fir INTERMEDIATE SFCTION • HINCi Is W REV Q5081I1 OF MINX OAR BY GLAZING OPTION CROSS SECTION ��� GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION MAX SIZE ♦r <D 3'TOGA STRUT STACKED DN HINGES, ••'•'•- "^ •• ATTACHED V/(3)I/4' 3/4' DR✓�A i�FRAM OMR Dm REIMS 10'WIDTH 151 '• '•.. c� •••-. HEX ICAO SCREWS AT EACH END STILE IBM W MORTIS IN PROECII31 14'HEIGHT '�• •.. g'" �� AT EACH CCENTER STILE X HEAD SCREWS 3/72*1110(SW QRS$ m Mi NAT(rTA1IS) .• '4••� $ e.6 vC.EK� . �•�4 �- DESIGN LOADS 7,i - .i N .✓186 �• o .i. L•.� +25.0 PSF .,: . � u ��. � ' -29.1 Pg A • :ys • (l0)is x 3/4' STATE OF 55 STEP/LIFT HANDLES ATTACHED �--P TEST LOADS • $ i I y/l2)V4-PO%1 7/B(1500-m AX 1R/0 SORBS ( ORDS) '^ \owl.% Rom �'_ • W/tD VI-20 x 2 1/2 11200-D) AT EA01 MOON FINE DICED I SE • vs a DEslal L'SBELTS AND 1/4 D 20 NUTS +43'4 PSF 'f3 • �; SECTION B—B -436 P 3 „2 :. ”FL ii• !. (1)3'20EM STRUT STACKED ON BOTTOM BRACKET ,4• ATTACIED V/(2)1/4'x 3/4' 13 GA ROTTEN BRACKET ATTACHED V/(4)1/4•X 3/4' 'j�I. HEX HEAD SCREWS AT EACH STILE HEX HEAD SCREWS. i'I430-1/8' Ir _18-I/8' - ENTREMNATIC . CT. IT..VINYL ASTRAGAL GE ALUM.NYLRASEXTRUSIONI V/CON156 CARRIAGE COURT WINSTON-SALEM.N.C.27105 I. V/ 10-5/8' SECTION A-A (SIDE VIEW) 10-5/R'' MODEL #1200 AMARR HERITAGE 3000 N.T.S. MODEL #1200 AMARR OAK SUMMIT 3000 il SHORT. LONG. PLUSH &OAX SUIORT PANELS ,............111L - SEF DRAM IT MR DALE 07/22/14 OMR RANT SHORT PANEL GLAZING FASTENER DETAIL . S . T . NLONG PANEL GLAZING FASTENER DETAIL 8 OEOBDBC RR DAR 07/2/14 IRC-1216-130-15 M.S.. -_.. NET CF4 OFFICE COPY WOOD JAMB ATTACHMENT TO STRUCTURE ,B •• ••••••- Q X 6 VERTICAL JAMB ATTACHMENT TO VISCID FRAME CTRIICILIF SPACE TRACKS AT THIS LocAnaN 5/16'% 3'LAG SCREWS STARTING 6' FROM ENDS THEN 24'O.C.(1 1/2'EMBEDMENT) F w/(4)1/4'-20 TRACK SAME LOCA BGLTS k NUTS 2 X 6 VERTICAL JAMB ATTACHMENT 70 P.000 PSI CONCRETE SECURE TO JAMB KIM(3)5/16'dA x 1-5/6' HILT!KVIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'C.C.(2 1/2'EMBEDMENT) I LAG BOLTS HILT! SLEEVE ANCHOR 3/8'% 2-3/4'STARTING 6'FROM ENDS THEN 20'D.C.(1 1/4'EMBEDMENT) ITV/RAMSET REDHEAD(TRU-BOLT)3/8' X 4' STARTING 6'FROM ENDS THEN 24' O.C.(2 1/2'EMBEDMENT) z X 6 VFRT)CAI IAMB ATTACHMENT TO HO I lW C-90 81 TISK SIMPSON 1/4'X 3'TITER SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS (3'APART)AT 16'D.C.II 1/2'EMBEDMENT) HILTI 1/4'X 2-3/4'KWIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF 'i FASTENERS(3'APART)AT 16'O.C.(1 1/4'EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLDFK(2000 PSI GROUT) HILTS 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 ■LAGSARES ANNDD BOLTS OF CANWOOBEACOUNTERSUNKRSK TO PROVIDE A FLUSH MOUNTING SURFACE. (SPLICE) 12 GA.GALA.STEEL E-I4 III JAMB BRACKETS WOOD CONCRETE HOLLOW BLOCI((11\ GROUTED BLOC � ATTACHED w/(t)1/4•-20 STRUCTURE STRUCTURE STRUCTURE STRUCTURE 7800(SPLICE BOLT A NUT - D C I{ II—iI f 11 2'MIN 2-3/4'LIN 1-1/2'MIN 4' B I{ 206 JAMB A ■�� TTF• 3'MIN TRACK CONFIGURATON FOR 6'6'UP TO 14'TALL DOORS(SEE TABLE 1) N.T.S. TABLE LSO DO R1 TRACK ATTACHMENT SPLICE IM' H 6I 6'" 3 5" 21 2" 63" E F G H 0S 0 t 7' 3.5 21 42" 63" 76" 0 1 REY o�OD(➢r KAsn6 DAR BY 7'6''''';? i 2 ,. 42" 63" 82'' x. 8' 3.5" 21" 42" 63" 88" jl I MAX1WIDTH — �e 8 6":- 3.5" 21" 42,1 63`184" 94.. j 14'HEIGHT , ._ •.. f,, _ Ail, _ (0001 R00NT PJ6ECT _ + .. b / I TO KBO"LRrtATIORS)r E ` � 9' 3.5" 21" 42" 63" 84" 100" -gt ,�;••���•�•�••' ,•:••.'• - a 9'6' ,3 S' 2l" 42" 63" -84" 106" IF IF P. DESIGN LOADS ? i NB.IRB %, P. +75.6 PSF 10 3.5" 21' 42" 63" 84" 105" 112" — IL 40 /Ili __ -28.1 PSF `^ * * A EY 10'6 3:5" 21" 42" 63 105" 118" r TEST LOADS E STA�T,E�OF A< f,. (t.3 OESIW COAG$) ,n.0 •;/zono•:'• ,x11' 3.5" 21" 42" 63" 842" 105" 124" il' +38.4 PSF ,D •' GA-43.6 PSF lir ��� ... 511'6" 3.5" 21" 42" 63" 84" 105" 130" FL "a�12' 3.5" 21" 42" 63" 84" 105" 126" 136" 12'6" 3.5" 21" 42" 6384" 105" 126" 142" ENTREIMATIC 13' 3.5" 21" 42" 63" 84" 105" 126" 148" B ; . F165 CARRIAGE COJRT VINSTON-SALEM,N.C.27105 <13'6" 3 5" 21" 42" 63" 84" 105" 126" 147" 154" MODEL #1200 AMARR HERITAGE 3000 14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" MODEL #1200AMARROAKSUMMIT3000II SHORT, LANG, BLUSH k OAK SUMMIT PANELS ALL TRACK ATTACHMENT SPACING +/- 1.5' ALLOWED WITH SYP OR SPF NO. 2 DR BETTER ONLY — Si MAIM BY RR DATE 07/72/14 CRANE O e( AVAILABLE TRACK CONFIGURATIONS B DEM BY RX DALE 07/22/14 IRC-1216-130-15 KT.S. OFFICE COPY TABLE 2 TABLE 3 Section Center Stile Locations Max Design Center Stile Locations Max Design DOOR SECTION HEIGHTS (Measured from Left Edge) Loads Allowed Section Panel T (Measured from Left Edge) Loads Allowed HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 Width yPe 1st 2st 3rd 4th Positiee Negitiee Width Panel Type 1st 2st 3rd 4th Positiee Ne itive (ft) (in) (in) (in) (in) (PSF) (PSF) 9 13 21-" 21"- 21" 21' 21" 21" 21" 2" (ft) (in) (in) (in) (in) (PSF) (PSF) 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 10'0 Short 48.41 71,59 34.2 38.8 14'0 Short 57.76 84.00 110.11 29.1 33.1 -`.13''0" 21' 21" 21" 18" 18" `18"I 18" 21" ,lOiO2• Long 6000 : •2 90 23.2`. 2kSUmmit60:00 2Ef4 14'0 Long 58.63 84.00 109.38 29.1 33.1 12'6" 21" 18" 18" 18" 18" 18"_ 18" 21" 12'0 Short 48.81 95.19 25.7 29.2 x14'0 Oak Summit 5741 1,11169 >: ;_a "22:'1' 25.1 12'0" 21" 21" :21" 21" 21" 18" 21" 12'0 Long 49.63 94.38 25.9 .29.5 14'2 Short 58.85 85.00 111.41 28.8 32.7 11'6" 21" 21" 21" 18" 18" 18"' 21" ' 12'0 Oak Summit 48,31 95.69' , 25.6 29.0 Z 14'2 Long 59.17 85.00 110.83 28.8 32.7 11'0" 21" 18" 18" 18" 18" 18" 21" '2'2 Short 49.64 96 36 25.4 28 8 414'2 Oak Summit 58:06 111.94 : . 21.8 r.24.8.- 10'6" 21" 2"' 2"' 21" 21' 2- 12..2 :,,,A l2 2:=:,,,ahg 50.08 95.92 25.5 29.0 14'4 Short 59.16 86.00 11271 28.4 32.3 ''10'0" 21" 21" 21" 18" 18" 21" 1 mk49;06,96.94 125.2 28.7' 14'4 Long 60.17 86.00 111.83 28.4 32.3 9'6" 21" 18" 18" 18" 18" 21" 12'4 Short 50.64 9r.36 25.1 28.5 •S§:14'4 Oak Summit 58.81 113.19 - I. 21,6 24.6: 9'0" ,18" 18" 18" 18" 18" 18" 12 4' Long 51.08 96.92 25.2 28.7: 14'6 Short 59.86 87.00 114.01 28.1 31.98'6" 21" 21" 21" 18" 21" 12 4 Oak Summit 49.81 98.19 24.9 ..28.3 14'6 Long 61.17 87.00 112.83 28.1 31.9 8'0" 21" 18" 18" '18" 21" 12'6 Short 50 67 99 33 24.6 28.0 14'8 Oak Summit 59.56 114.44 21.4 24.3 12'6 Long 51.17 98.83 24.7 28.1 i 7'6" 18" 18" 18" 18" '8 12'8 Oak Summit 50:56 99.44 - 24.6 ,:28.0' 14'8 hor60.56 88.60 115 31 27.8 31.6 7 0" 21 21" 21" 21" 12'8 Short 51.67 100 33 24.4 27.7 14'8 Long 60.31 88.00 131.19 _-_ 21.8 24.0 6.61' 21" 18" 18" 21" 14'8' Oak Summit 60.31. 115.69 ' . 21.1 24.0 12 8 Long 52.10 99.90 24.5 27.8 14'10 Long45.60 89.00 132.40 27.5 31.2 12'8::^tiQaf4Longnmit 51.31 100.69 -- 24:3 -.27.6. 14' 10 Short 61.26 89.00 116,61 12'10 Short 52.25 101.75 24.0 27.3 27-5 31.2 12'10 Long 53.10 100.90 24.2 27 5 14'10 Oak Summit 61.06 116.94 20.9 23.8 12'10 Oak:Summit 5240&,101.94 .j^4Lo: 27.3'x; 15'0 Short 61 94 90.00 117.94 27.2 30.9 13'0 Short 53.00 103.00 23.7 27.0 15'0 Long 46.60 90.00 133.40 i 27.2 30.9 13'0 Long 54.10 101.90 .'24.0 27.3 -15'0 Oak Summit 61,81. 118.19 ( 20.7 23,5 13,0- Oak Summit 58.1 103.19 s - 26.9 15.2 Short 162 66 91-00 119.21 26.9 30.5 13'2 Snort 54.00 104.00 23.5 26 7 15'2 Long 47.60 91.00 134.40 26.9 30.5 13'2 Long 55.10 102.90 23.8 27.0 15'2 Oak Summit 62.56 119.44 20.5 23.3 13'2 Oak Summit 53156 104.44 23.4 :26.6', 15'4 Short 53.60 79.20 104.80 130.40 26.6 30.2 REV 6H1191M5 a¢ m 13'4 Short 54.40 105 60 23.2 26.3 15'4 1 Long 47.25 92.00 136.75 26.6 30.2 13'4 Long 54.90 105.10 23.3 26.4 15'4 'Oak S`fi711Tnit 6131 120.69 20.3 23.0 13'4 Oak.Summit 54.31i 105.69' 23.1 26.3 MAX SIZE .... d9 5'6 Short 46.62 93.00 139 38j 26.3 29.9 16'WIDTH 13'6 Short 5540 10660 22.9 26.1 - 14'HEIGHT a� ` '" 15'6 Long 47.60 93.00 138.40 26.3 29 9_ (RGGR NoaT 9AEC gg v 811,3'6 Long 55.90 106.10 23.0 26 2 To�1oNT u ire")Q' 2 0 15'6' Oak Sutnmit 47.42,83.00 138.58 26.3 29.9 € • 7 61 Oak.Summit 5506 1.0594, 22.9, 26.0 eLL ,Az2 JC-EKSE•••• 1' 6 Short 56.x0 107.60 22 7 25 8 15'8 Short 47.62 94.00 140.38 26.0 29.6 oEsta+LOAos �: ^••' E 13'8 Long 56.63 107.38 22.8 25.9 15'8 Long 48.60 94.00 139.40 26.0 29.6 +25.6 PSF ,2-a: • { .s" 13'8 Oak Summit 55.81 108.1_9 _ 22.6 25.7 15'8 Oak Summit 48;922 94:00 139.98 26.0 29.6 -291 PSF e: e. 4� [ P 13'10 Short 57.16 83.00 108.71 29.5 33.5 15'10 Short 48.62 95.00 141.38 25.7 29.3 TEST LOADS 11 •' BTA Fa 13'10 Long 57.17 108.83 22.5 25.5 15'10 Long 49.17 95.00 140.83 25.7 29.3 tt.e}��LOAost •• +36.4 PSF 13'10 Oak Summit 56.56 109.44 22.3 25.4 15'10-Oak Summit 48.62-''95.00 141.38 25.7 29.3 -43.6 PSF 12 . • 1. Li� 16'0 Short 49.62 96.00 142.38 25.6 29.1 '�FL •••'•"•••••'••. gN 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 ENTRE//MATIC 165 CARRIAGE CGURT VMST9N-SALEM.S.C.27105 MODEL #1200 AMARR HERITAGE 3000 MODEL #1200 AMARR OAK SUMMIT 3000 SHORT, LONG, FLUSH&OAR SUIOOT PANELS 9II DRAW BY RR DAX 67/22/N CRAWL WHO g avast eT RR OAT 97/2/14 IRC-1216-130-15 91FET 4ff 4