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HomeMy WebLinkAboutPlansr---'' dee P/4 -v7/9/7 4 /4(--- \\ /5/// / u 7 /07w // e t-sil //i i i 5 /22ff/yep -i-//9.P."4/6,446" o ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD 0 ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION 0 ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION A'PROVED SUR ECT TO NOTED EXCEPTi'NS & INSPECTIONS GAR'S ELD COUNTY BUILD G : EPART Dote :r y LD COP NO INSPECTION WITHOUT THESE PLANS ON SITE pge of CD LL. L 4 9 August, 2013 Proposed construction of two carports at Fred and Harriet Koster residence at 2339 County Road 306, Parachute, Colorado 81635, 970-285-7487. Construction of two "regular carport style buildings", both exactly the same size/construction, 21 feet deep by 24 feet wide by 8 feet high sidewalls. Certified 60# snow load and 110 MPH wind load. General construction of 2 1/4 inch square galvanized, 12 gauge steel tubing, 29 gauge metal sheeting on top and two sides. Legs/arches at 2.5 foot centers for a total of 9 along each side. For more details see attached drawing/specifications provided by Coast to Coast Carports, Inc., manufacturers and installers of these carports. Engineered by A & A Engineering, Colorado Certified July 11, 2013. See attached drawing for locations of ports on the property. Foundation system consists of reinforced concrete piers. Five each per side spaced at 5 foot centers, total of 10 piers per carport. Piers 20 to 24 inches diameter and 42 to 48 inches deep. One #5 rebar down the center of each, 10 inch galvanized anchor bolts, '/2 inch diameter with 8 inch embedment. Concrete is 4000 psi plus additional gravel and cement in a 1,2,3 mix. REGULAR) A -FRAME CARPORT STYLE 5U1LPTNGS 121-0" TO 3U-011 WIPE DESIGN NOTES 1. ALL CONSTRUCTION SHALL BE PROVT2REP 1N ACCORDANCE WITH IDC 2009, OSHA. A1.SC, ASCE 7, AWSD 1.1 CODES AND ALL APPLICABLE L..00AL REQUIREMENTS, 2. RASE CONNECTIONS SHALL 8E PROVIIDED AS SHOWN ON FOUNDATION DETAILS SHEET'. 3. ALL.MATERIALS IDENTIFIED BY MANIUFACTURER NAME MAY DE SUDSTITUTED WITH MATERIAL EQUAL 014 EXCEEDING ORIGINAL. 4. ALL SHOP CONNECTIONS SHALL DE WEELDED CONNECTIONS. 5. ALL FIELD CONNECTIONS SHALL BE 11 KS #12 (114-X1"). 6, STEEL SHEATIi1NG SHALL SE 29GA, (CORRUGATED GALV. OR PAINTED STEEL - MAIN R1B l -1T :3/4' (FY=DOK51) OR EQ. 7. ALL STRUCTURAL LIGHT GAUGE 7UI3)1NG AND CHANNELS 'SHALL SE GRADE 50 STEEL-. D. STUCTURAL TUBE 7521/2"X2112" - 14 GA.15 EQUIVALANT TO TS21/41(21(4" -12GA. a STRUCTURAL TUBE 752114"X21/4" - II2GA SHOULD DE ACCEPTED IN LIEU OF T52 1I221/2' - 14GA FOR IT ISA BETTER STRUCTURAL TUBING. DESIGN CRITERIA PREVAILING CODE: USE GROUP: 1. PEAL) LOAD (0) 2. ROOF LIVE/SNOW LOAD 3, SNOW LOAD (5) GROUND SNOW LOAD IMPQRTANCEFACTOR 4. WIND LOAD (W) BASIC WIND SPEED EXPOSURE C IMPORTANCE FACTOR 5. SEISMIC LOAD (E) DESIGN CATEGORY IMPORTANCE FACTOR IBC 2012 / ASCE 7-10 U (CARPORTS, DARNS) D=4P5F (Lr) Lr = 20 • &O PSF (AS PER SNOW LOAD) PEI =20-120 PDF 15=0.5 V5 105 -180 MPH Iw=0.87(V5e=100) 0,77 (Vg > 100) 0 1e=1.00 LOAD COMDINATIONS: 1. 0+(Lr OR5) 2. 0 + (0.6W OR 20,7E) 3. 0 + 0.75 (0.6W OR 0.7E) + 0.75 (Lr OR 5) 4. 0.60 + (0.6W OR ±0.7E) DRAWING INDEX COVER SHEET SCHEDULES & MEMBER - SECTIONS FRAME SECI1ON5 & DETAILS FRAME SPACING SCHEDULES PURLIN & GIRT SPACING SCDULES SHEATHING ORIENTATION OPTIONS S1DE WALL FRAMING & OPEVINGS END WALL FRAMING & OPENINGS CORNER $RACING DETAILS LEAN-TO OPTION FOUNDATION OPTIONS 2 ------ 3-A TO 3-C -•--- 4-A TO 4-H 5 6 7-A. 7-B -- 5 -ATO &-C 9 10 11-A 7011-D MANUFACTUREDBY: COAST TO COAff CARPORTS, INC. 22525 Interstate 40 Knoxville, AR 72845 1-666-267-3790 ENOiNEEREDBY: ASA ENGINEERING MTh • S•rRU4i URAL. 5411 Reruhunm I'L'e, Suic 61 • Trokdv, OI1.13E4 Td. 4ISSD/-Ip* • Fan. 411►222.093S .r,rrraAvopiacn.mm DRAWING INFORMATION Pyr: 12' TO 30 WIDE DUILDINGS LOCA1 ON: STATE OF COLORADO pRojECTNDa 031-13-07t01�..—.�..�___. COVER SHEET SHEET NO.: 1 / 511 DRAWN BY: -IZM _ _ DATE: 7/11/13 CHECKED oY: OAA DATE 7/11/13 BUILDING INFORMATION OwsJE I-' ID ; 5 C are- — won.: 24-` LENGTH: . 1 Hewn ADDRESS: Z33 9i�-1 3'06 LEGAL INFORMATION - ANY OtWUCA'DON OF Ttit5 ORAVANG IH NRiOLE OR PART 15 STRICTLY FORBIDDEN. WOW DOING 50 MU e e FRO5CCUTED UNDER SNC rU1L EVENT OF De 1JNN. - DRAWINGS VALID UP 10 I YEAR FROM DATE OF SIGNATURE SEAL: GATE ECPIRES:/0131/2013 DATEs+oNED: JUL 11 2013 TALE 4.2: SINGLE FRAME SFPACING SCHEDULE OPEN 6UFLDINGS YAMUFACTURFD BY: COAST 1 c -ROUP vol?+77 SPEED (1YIrrO wiND SPEED (MFi-) ENGINEERED TO COAST- CARPORTS INC. ! 22525 Interstate 40 Knoxville, AR 72845 1-866-267-3790 BY: i 1 A&AEVGINEERING (7VI{.-STRIIICTURAi. .591tn ..., Ptr.r.warn• krill.n,1s Tir. J1 .saKT. P. i".9-2aem.:s trrr.,..auiinn..vro I SNOW / # t15 13^ 140 155 165 180 105 115 130 140 155 165 180 ROOF LIVE. LOAF (PSF) 1: / 20 w 5 40130 4 4 i 3514 3135 3 3 " ( 35 5' i35 5 50 / 35 35 SERSI 35 35 ©' 3 2.5 25 2� z.. . 60/40 3 3 !� 3 3 '5 25 � 2 2 70150 25 25 �� 25 2 1 5 2 22 N 50 160 2 2 ® 2 _ ,5. € 75 , a 90170 itinzirii 2 2 2 `' ` ` " -v„ _ 4.5 45 95/45 m 3435 3 40130 1 45 IIf',",' 1 3' 35 35 ® 35 3/35 WEEMa = 50 r 35 • ".2535 r. 1. 3 3 SIM 3 3 60140 3 3 "'' 3 " 1 25 25 25 25 25 25 2.5 70 / 50-5 25 2.-5 � ,,a 2 . 3 J _ v. 2 M 2 2 2 80160 25: 7 2.5 25 5 2 2 N' 2 2 2 2 ` 90!70 2 ,, - . , 15 1.5 8017fl 1 5 4515 415 35/5 3/452 �1 -, -' , .. .� 3 DRAWING INFORMATION vao.rec-r: 12' TO 30' WIDE 5UILDINGS _. _ . LOCATION; 57A7E OF COLORADO PROSECT No.: 031-13-O7O1 9rrBErnrLEw FRAME SPACING SCHEDULES - CONTD. s++Ho 4F 1 11.. DRAWN Mil _. _ anrg 7/11/131 CHECKED BY: OM DATE: 7111113 40130 MEM 45/65 .. 3/45 3/4 3/35 err 3 l45 ;+ala (33 50 / 35 4 35/4 5/4 3/4 3/35 vT t 3.'.` f w5 ,'„ i 60140 35 35 35 35 3/35 3/3.5 3/35 1 . 3 1 3 3 70150 3 3=MINIM'S=3 w 25 1 2a 7� R 5 2� 90 / 60 25 25 25 25 25 25 ! 2 .• 2 90170 2 2 2 2 2 ,+� 2 2 2- 1` 2' - 2 .- 30/20 11101111110111 4 35 3 25 2 3 ' .,3A'R,.i , ;-,,2, 2 40 / 30 3.5 3.5 3.5 35 3 25 2 25 7 50135 - 2 1 6 2 t. ! 44 2 A 2 70 / 50 MMINE1111 2 2 2 - LEGAL INFORMATION AT 15 p1,F11LATICIN TI -15 DRAINING W PARI STRICTLY FOP:51500C ANYONE' LONG BE PROSECUTED 040ER T» Fw:. oxT MT • DS W N(„'S, VAUD UP TO 1 YEAR MOM SIGNATURE ^ _ SEAL: »i'�pr�R0rir��ir+. `,•o�pD• .. A- • v .''4,..Ael-/,Y•,'V��� 9T, . V 1,.i. •O 38619 2 : ''. . �� �'. , 4. * ..,... S'. ©. •. • �fy�. .Al •+•} WI -COLE OR 50 R or Thr. LAw. DATE (7P (CN C) 74 4 80160 2 2 1.5 1.5== 1.5 . _ . 90170 15 15 _ .. _ . -- ... _ - _. ..., _ _ _ , _ _ - _ . .._._. 30120 40 130 45 - 3545 c. , 35 '• *5 3 -'5-- 3 5 9 - 3 1 3.5 3 �. 3 3 °5 3 � 5 3 25 2 2 - 50 / 35 ,.3 ya 'V 1. 3 y J� 2 60 140 2_5 22 1111111111111111111111111111 2 70!50 � 2 2 • ... --- --- --- _ --- 80160 2 a 2 - -.. _.. --- --- --- 90170 1 Y .,5 `.5 15 1S to -- -- --- - -- . -- - 30120 5 45/5 4/5 35/45 3/4 3/35 3 L +1. , �� :"35; 3 2'` 2 . 40 130 r I 4 4 4 3514 314 3135 3 35 w.3'' 3 3 25 2 50 135 3,5 35 3.5 35 3/35 3 3 i ;a u 3 3 ' S a 60140 3 3 3 3 3 25 4. 5 2g., 25 r5 2 70150 25 25 2.5 25 25 25 25 _: , , �' 501 SO 2 2 2 2 2 2 2 2 90174 i, 15 15 15 15 15 15 1.5 ' SEE TA3LE NO1E5 ON 51 -€ET 4-F DATE EX FRES: 10)3112013 DATE 51 W. JUL 11 2013 KNEE DRd• c - SEE TALE 5-C.2."'CR LENGTH BASE RAIL [4] PEAK DRACE - SEE TADLE 3-C FR LENGTH 12 [IA] COLUMN PCST MAX, 29'-91/2' TYP. A -FR, ME - 'SINGLE TUBE SECTION S:AJ-ii: NTS 12 � I W5] KNEE DRACE - BENE TADLE 3-C.2 FOR LEF GTH [4] Pt.AK DRACE - SEE TADLE 3-C1 FOR LENGTH [lA] COLUMN POST • _3 E3A5E RAIL .1Ax. 23.91/2' TYP. REGULAR: -FRAME - SINGLE TUE3E SECTION iCA°tE:NTS [6] 6' LG. CONNECTOR DLEEVE - HELD DOLT W/ [24] FASTEI ERS - SEE TAl'LE 3-0.3 FOR ND. OF FASTENERS RECD.. [6] 8" LG. CONNECTOR SLEEVE - FIELD DOLT W/ X24) FASTENERS- SEE TADLE 3-0.3 FOR NO. OF FASTENERS REQ. A 'A' -FRAM 12 3 [2] ROOF DEAN [5] KNEE DRACE - AT'ACk wn (2) [24] FASTENERS E.S. [IA] COLUMN POST D. REGULAR FRAME EAVE PE T AFL T 1, WALE: N!S �� [6] 6" LG. CONNECTOR SLEEVE - FIELD DOLT W/ [24] FASTENERS - SEE TADLE -C.3 FOR NO. OF FASTENERS REGD. [IA] COLUMN PO5T [3] RASE RAIL BASE DETAIL ;7CFwC: \T5 1t J NOTE: COLUMN POST MAY DE ADJUSTED ±1' FOR LEVELING. MANUFACTURER I5 .'.T RESPON5IDLE FOR LEVELING OF GROUND AID/OR CONCRETE SURFACE PRa/IDED DY OTHERS. YMANUfACrURED BY; COAST TO COAST CARPORTS, INC. 22525 Interstate 40 Knoxville, AR 72845 1-866-267-3790 ENGINEERED BY: -.. __... i A&A ENGINEERING crvn. • slr1VCTt RA.L .591i Rrrnu'avrc Y'amSetir !3 • Tnldn, irrI -3623 Tcl. 4J9 W2.I J • Yu.1929'20.55 wnw.uc'an'.n.rom s Alw:ir VDPc L.R If SCALE: WS DRAWING INFORMATION PRo.ect: 12' TO 50' WIDE 5UILPING5 Lam : STATE OF COLORADO PROJECT NO.: 031-13-0701 -__ SHEET TMLE:- - FRAME SECTIONS & DETAILS - SINGLE TUBE sHEETNO: 3-A / 11 DRAwn4®v_. _IZM DATE' 7/11/13 CHECKED BY: OAA DATE:. 7/11/13 LEGAL INFORMATION - ANY DIPLICADON OF Tits IX2KM G IN'. *1XE OR PART IS STRICTLY PDRBIDDEN. A.NTONE GONG .5D W9.L PI;=• PRCISECUTED UNGER THE FLU oarNT of THE LAW. - DRAWINGS VAUD LIP TO 1 YEAR PROM DATE OF SIGNATURE SEAL: DATE moms: 10/31/2013 DATEJ?MED: JUL 11 2013 1 [12] DOOR POST r [6] 6` LG. CONNECTOR SLEEVE - F1ELD BOLT W/ [24] FASTENERS - 5EE TABLE 5-63 FOR NO OF FASTENERS READ. [5] BASE RAIL DOOR POST BOT. CONN. DETAIL@ SCALE: NTS (1] COLUMN POST ABOVE1 ADRR [16] ANGLE CLIP. SECURE TO COLUMN POST AND SERVICE DOOR / wrNDOw FRAMING W/ (4) [243 FASTENERS E.S. [15] SERVICE DOOR / WINDOW FRAMING [W53 COLUMN PEST TIP. SERVICE DOOR / WINDOW O. FRAMING CONN. DETAIL SCALE: NTS [6] 6" LG. CONIrECTOR SLEEVE - FIELD 9OLT WI [243 FASTENERS - SEE TABLE 3C.3 FCR NO. OF FASTENERS READ. [14] DOUBLE HEADER 1/8" FILLET -1-1/2" LG. /3" C.0 STITCH WELD GOTH SIDES STAGGERED - TY?. A. DOUBLE HEADER (I] COLUMN POST ABOVE HEADER [23] TRU55 SPACER - MAX 2a'QC. [15] wINVOw FRAMNG [1e] Mal &.iiy. "5JriIr i8 -- COLUMN POST AND HEADER WI (4) [243 FASTENERS E.5., B. TRUSS -STYLE HEADER COLUMN POST ABOVE DOOR HEADER CONN. DETAIL SCA! E: Nr5 [16] ANGLE CLIP. SECURE TO COLUMN POST AND I-EADER W/ (4) [24] FASTENERS E.S. [14] DOUBLE HEADER 1/& FILLET -1-1/2" LG, 6D 8" C.0 STITCH WELD SarK 51DE5 STAGGERED - TVP. [12] DOOR POST [1] COLUMN POST TVP. WINDOW FRAMING CONN. DETAIL SCALE;Nrs Me' I.G. CONTECTCR SLEEVE - FIELD BOLT W/ [24] FASTENERS - SEE TADLE 3-C.3 FOR N0.OF FASTERS REGD. [13] SINGLE HEADER - UPPER CHORD [13] SINGLE FEADER - LOWER CHORD [163 ANGLE CLIP. SECURE TO COLUMN P05T AND HEADER W/ (4) (24] FASTENERS E.S. [19] SINGLE HEADER - UPPER CHORD [M] TRUSS SPACER - MAX 20" O.C. = [13] SINGLE HEADER - LOWER CHORD [12] DOCK POST [6] 6" LG. CONNECTOR SLEEVE - FIELD BOLT W/ [24] FASTENERS - SEE TABLE 36„3 FOR NO. OF FASTENERS R!QP. [1] COLUMN POST [6] 6" LG. CONNECTOR SLEEVE - FIELD BOLT W/ [24] FASTENERS - SEE TABLE 3C.5 FOR NO. OF FASTENERS READ A. DOUBLE HEADER B. TRUSS -STYLE 1-EADER COLUMN POST ABOVE. DOOR@ HEADER CONN., DETAIL SCALE: Mrs CARPORTS, INC. 29c-ri interstate 40 Knoxville, AR 72845 1-866-267-3790 Rome= c sr: A&A ENGINEERING L3'VIL• STRUCTURAL -5911 Arnaiwm Ham Sat I!. Takao.Ol[•NGL+ Tel 119.4M9 • Fn. 1:19.292-0035 winr.mrngenenzon: DRAWING INFORMATION PRO.iECT: 12' TO 30 WIPE BUILDINGS LOCATION: STATE OF COLORADO PROJECT No.: 03143-0701...... .. . sitar trim - 51DE WALL FRAMING DETAILS sHEETND.: 7-5 / 11 DRAWN sr: IZM DA7ffi 7/11/13 mow 1St OAA DATE 7/11/13 LEGAL INFORMATION - ANrDUPUCATYoN Cf 1-115 CRAIMNG iN wr10EE oR PART 15 STRICTLY fORZIDIxi . ANYV1 E DO NG so mi. FRO. 4AEq UNDER VIE PULL WENT CV 711E INN. -DRAYANGSVALIDLrTO: wit mom DAZEOF SEAL: DATE EBS: 10/31/2013 DATE S GNE* JUL 11 2013 TVP. HORIZONTAL SHEATHING SCALE:NT5 TY?. VERTICAL SHEATHING SCALE: NTS GENERAL SHEATHING NOTES:. 1. REGULAR STYLE BUILDINGS CAM ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2, A -FRAME STYLE BUILDINGS CAI* HAVE ANY COMBINATION OF HORIZONTAL OR VERTICAL 5HEATTH1NG ON ROOFS AND WALLS. 3• I3QTH HORIZONTAL AND YERTICAt S ROOF SHEATHING CAN HAVE MAX. 6" OVERHANG. 4. USING VERTICAL SHEATHING MATY ALLOW FOR GREATER FRAME SPACING. 5EE NOTE 2 UNDER DESIGN TABLES 4.1 AND 42. [103 SHEATHING SEE TABLE 23 KR FASTENER SCHEDULE TYP. HORIZONTAL SHEATHING DETAIL/° ,(,ALE: NT5 013 END WALL POST 5EE TABLE 2.3 FOR FASTENER SCHEDULE CO] ATHING [83 PURLINS ATTACH PURLINS TO ROOF BEAMS W/ (2) [24) FASTENERS ROOF VERTICAL SHEATHING DETAIL 5CAtE:PT$ ATTACH G1RTS TO P05T5 W/ (2) (243 FASTENERS SEE TABLE 23 FOR FASTENER SQ-EDULE [9] GIRTS [303 ShEATHNG WALL VERTICAL SHEATHING PETAL ,GALE: NTS NANUFACTURafBY: COAST TO COAST CARPORTS, INC. 22525 Interstate 40 Knoxville, AR 72845 1-866-267-3790 A&A ENGINEERING CML 51RU(1' URAL 5911 pen.iwwer i'4w . Smile H • Tokdo. 011 I=1 TeL 119401.1 IR• 14.. 4I7.B2495S awr..xngl•ta.tom DRAWING INFORMATION PROJECT:- 12' TO 3C WIPE BUILDINGS I_pCAT10N: STATE OF COLORADO PRO XcT Na: 031-150701 site! Tana: SHEATHING ORIENTATION OPTIONS AND DETAILS sr rNO: _6/11 OfilIWN BY: NEM DATE: 7/11/13 CHEMED EV: OAA Imre 7/11/13 LEGAL INFORMATION ANY OUPUCATION Or TA5 DRAWING N WHOLE OR PART 15 SIRICILY rom cEH. ANYONE GOING 501MLL 5e PRO5EC UTED LN7ER 7ME PUL trENT OF TM LAW. -COMII4G& VAUO LIP TOA YEARPRC1d DM OF SIGN SEAL: DATE a 'iREs: 10/31/2013 DATE, IED: JUL 11 2013 [1A] OR [1D] COLUMN POST OR [11] END WALL POST AS PER Lfk:AL CODE. Mini fij6 GTE! CONCRETE PIER DETAIL w AL=: NI!j [1A] CR [113] COLUMN POST OR [11] END WALL POST [3] ASE RAIL CONCRETE PIERS Em -`R SIDE OF OVERH=AD DXR OPENINGS //r3Mi ANCHOR ROD ANCHOR ROD INTO SOIL PE -TAIL CONCRETE PEERS AT ALL CORNERS CONCRETE PIERS } AT ALTERNATE END WALL ro6r5 ANO-fOR RODS AT ALL ;'O5T5 NOT 5UPPCxmtP ON CONCRETE PIERS CONCRETE PERS AT ALTERNATE INTERIOR COLUMN rosre CONCRETE PIERS FOUNDATION c-.At�:vls TABLE 11-C.1: CONC. PIER SCHEDULE CONCRETE PIER FOL ATION NOTES: CONCRETE PIERS SHALL DE LOCATED AT ALL 4 CORNERS. ON EACH SIDE CF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN P05T5 AND END WALLS POSTS. 2. PIERS SHALL. DE FORIAEP DY DIGGING A HOLE CF THE SAME SIZE A5 THE PIER ON LEVEL GRADE AND FILLING WITH CONCRETE. THRD. ROD ANCHORS SHOULD DE DROPPED INTO THE PIERS PRIOR TO POURING THE CONCRETE. :5. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS SHALL DE ANCHORED TO THE GROUND WITH A 1/2" X 30" LG. THREADED ROO. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT CF RUST PROOF PRIMER. 4. ASSUMED SOIL DEARING CAPACITY I5 TO DE A MIN. GF 1.500 P5F. 5. CONCRETE STRENGTH TO ODE A MIN OF 2:500 P51 tib 28 DAYS. NOTE: MIN. DEPTH OF PIERS SHOULD DE DELOW FROST DEPTH SPECIFIED PER LGY.,AL CODE. TABLE 11-C2: CONCRETE PIER ANCHOR SCHEDULE MANUFACTURED 8Y: COAST 3 T(7 COAST CARPORTS, INC. 22525 Interstate 40 Knoxville, AR 72845 1-866-267-3790 ENGINEERED 8Y: A A&A ENGINEERING CIVIL•S'IRlI(1'il}U1i. -oil 11klvnvvre 15 r. 4li$ ll • T Ard,,. 011 L:41i1:i "1'•L 1,194.•T2.I91.1 . r'.a. 114452.195.5 DRAWING INFORMATION pRoJECr: 12 TO 30 WIPE BUILDINGS LOCATION: STATE OF COLORADO PROJECT Na: 031-13-0701 SHEET TITLE: FOUNDATION OPTION 3: CONCRETE PIERS SHEET NO.: 11-C / 11 DRAWN 8Y: IZM DATE: 7/11/13 CHECKED BY: OAA PATE: 7111113 LEGAL INFORMATION ANY all.C.ATION 01- 1111L% =W1>Y: I+15AAClE G1', rAFCI 5 5TRICRY1-0101D1YN. ANTOM DP1NC.:50 WILL W: AROSrCUFE° UNDER THE FULL OCTINT OF 111E SAW - DRAWINGS VALID LR' 10 YEA%: r14G'M DATr Or 5r..IhIATUFt SEAT: NOTE5: 1. EXPANSION ANCHORS. WEDGE ANCHORS OR ADHESIVE ANCHORS MAY DE USER 2. MIN. EMDEDMENt DEPTH 1'O 3E 4". 3, ANCHORS TO DE SPACED NO MORE THAN 6" FROM POSTS, 4. ALL ANCHOP,STO DE A307 EQUIVALENT OR SETTER. DATE EXPIRES: 10/31/2013 DATESIONED: JUL 11 2013