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SGN2012-00153 CITY OF TIGARD SIGN PERMIT `�' " ' s Permit #: SGN2012 -00153 COMMUNITY DEVELOPMENT Date Issued: 09/18/2012 TIGARD 1 3125 SW Hall Blvd., Tigard OR 97223 503.718.2421 Parcel: 1S136DB02600 Jurisdiction: Tigard Name of Business: McDonalds Business Address: 11201 SW 72ND AVE Applicant/Agent: Brown, Terry Work Description: New wall sign. Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A- Board: No Sign Dimensions: 2' x 16'5" Total Sign Area: 33 • Wall Area: 1738 Wall Face (Direction): North Sign Height: ft. Projection From Wall: in. Illumination: Internal Materials: Electrical Permit Required: Yes Building Permit Required: No Total Permit Fee: $171.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: Permittee Signature / /t�,. CITY OF TIGARD RECEIPT g 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 188384 - 09/13/2012 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID SGN2012 -00153 Sign Permit - LRP 100 - 0000 -43117 $22.00 SGN2012 -00153 Sign Permit 100 - 0000 -43115 $149.00 Total: $171.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 3366 CCAINES 09/13/2012 $171.00 Payor: Ramsay Signs, Inc. Total Payments: $171.00 Balance Due: $0.00 Page 1 of 1 REC t t.. �: SEP i 32012 IN , IN City of Tigard CITY OF 79G '6 ' Sign Permit Application PLANNING /EW,iNL .RING . X �A 2 - v .- �* Mcbc c 5 w,_ 4 Yyxur4T. N 1 GENERAL INFORMATION Name of Development /Project FOR STAFF USE ONLY Site 1\f1e.'bORXi1Z Address / Street Address Permit No.: S60 ao ■ a- --do t S3 Location 11201 AVE S,W.72ND Approved By: /f Suite 'Bldg. # City State Zip ' T ' %Gf 0Q, e '17223 Date: - a - /.2. Name Receipt #: / b $3 S 4- Property 5k 061- - 36 -s PIS - Map /TL #: Owner Mailing Address wine Zoning: C - G a 3 7 ) - )z b /r P Allowable Total Area: j C °/ — City /State Zip Phone 54- #40 55110'1 - Electrical Permit Required? 'Yes ❑ No Tenant or Name Business Me2b0r,.�..D5 Building Permit Required? ❑ Yes Xi No Zinie Rev. 7/1/12 is \curpin \ masters . ,land use applications \sign permit app.doc 1' Sign 11AW1SA'` ( 31%043 Ca — — Contractor Mailing Address I Suite °Alfa) %Z.r'yTH RVE • cit•: State Zip Phone REQUIRED SUBMITTAL ELEMENTS ?c b OR• 503' 7 SS (Note: applications will not be accepted Oregon Const. Cont. Board License # Exp. Date without the required submittal elements) 63 ZLIV. ❑ Completed Application Form Proposed ig Permanent Freestanding Freeway ❑ g ❑ I El 2 copies of site /plot plan, drawn to scale Sign ❑ Temporary ❑ Roof ❑ Electronic (3 copies, if a building permit is required) (Check all that ® ❑ apply") Wall otter size requirement•. 81/2" x 11 ", or 11" x 17" - ❑ 2 copies of elevations, drawn to scale ® New sign? ❑ Alter to existing sign? (3 copies, if a building permit is required) Sign Dimensions: 2 1 . RD' 5 " size requirement: 81/2" x 11 ", to 24" x 36" Total Sign Area (sq. ft.): 336 I I $171.00 Fee (Permanent sign, any size) Total Wall Area (sq. ft.) ❑ $54.00 Fee (Temporary sign, any type) Sign Data 17�11��Xa17 2 1'13� = om fete all P Direction Wall Faces (circle one): items in this NOTES: , eetion; 0 S E W NE NW SE SW Height to top of sign (feet): ` *1t in {► • Wall signs do not need to be drawn to scale, but Projection From Wall (inches): 10 it must include dimensions of wall face and sign Materials: 1 II led ♦ placement. IgLLLlIY1 • Wall signs do not require site /plot plans. Will sign have illumination? M Yes ❑ No • Freestanding signs over 6 ft. required a building _ Type: ® Internal ❑ External permit. . \re there any existing freestanding or wall signs at this location, inclisdo,g wall signs that oc-erlap a tenant space? I ' rig Yes ❑ =c ti `-' FOR So'C JAT?_ifsES'i if s n iiag7atn of alj_ sign di a. cnsiv-ts any+ narf.. Eovta fr ,n sr . i-. be s;.t bmittec, • • APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. NOTE: Person specified as "Applicant" shall be designated "Permittee" and shall provide financial assurance for work. * When the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application BY SIGNING BELOW, THE APPLICANT(S) SHALL CERTIFY THAT: • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true, and the applicants so acknowledge that any permit issued, based on this application, and may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving and denying the application. I hereby acknowledge that I have read this application, that the information given is correct, that I am the owner or authorized agent of the owner, and that plans submitted are in compliance with the City of Tigard. SIGNATURES of each owner of the subject property are required. Apph ant Signature Date / • 7/ 2- Signature of Owner /Agent Date - r�.2tZ y Z1Z44.3 ibAMI ) Ev3TO IN soa.1hh •q5S Contact Person Name Phone No. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2421 I www.tigard - or.gov I Page 2 of 2 AN NextGen 24" Raceway Mounted Letter Set , :.... Everbrite s / MIR Illumination: LED 1 24" c � � _ ur----- Electrical: 1.6 AMPS 60.96 cm 13-- O 0 Power Supply: (1) Amperor ANP90 -30P1 16' -5" 500.38 cm Ship Weight: 4" 10.16 cm CITY OF TIGARD � /ED , X j -::::::: Conditionally ��� �� V Approved f I For only the work as de,ssc�ribed in: SEP 1 3 2012 PERMIT NO. d/r A/,toIA — O0 /S3 See Letter to: Follow Attach CITY OF TIGARD Job Add - roes � ! /.toy 3- L — PLANNING /ENiINEERING By: Date: 7-it -/L II SIDE VIEW NOT TO SCALE 6 " 15.24 cm Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888- 857 -4078 F: 877 - 430 -7363 www.everbrite.com 8 I 7 6 5 + 4 3 2 1 Rev: DESCRIPTION: DATE: APPROVED: (20) 3/8 -16 X 1" LG HEX / / (12) 3/8 -16 X 2 -1/2" LG LAG A INITIAL RELEASE 6/14/12 LO ■ HEAD BOLTS & LOCK WASHERS (TOP & BOT) BOLT & FLAT WASHERS B NOTE REVISIONS 6/19/12 LO / D O WEATHERPROOF J -BOX W /DISCONNECT SWITCH PARTS INCLUDED FOR INSTALLATION: j - n (1) 96 SLOTTED CENTER SPLICE /MOUNTING BRACKET //� 2) 46 1 /4 SLOTTED END SPLICE /MOUNTING BRACKET 12 GA WALL 1 85 WALL MOUNTING /RCE BRACKET W /RIVNUTS j / MOUNT BRACKET (2) 6' X 8" WALL MOUNT BRACKET W /RIVNUTS 2 6" X 4" ADAPTER RCE MOUNT BRACKET U W /RIVNUTS 12GA 4.00 _ 6.41 L__ 1) HARDWARE KIT WHICH CONSISTS OF: (2) 3/8" EYE BOLTS, MOUNTING (12) 3/8 X 2-1/2" LG LAG 12 3/8 LAG SHIELDS, (12) 3/8"-16 X 2-1/2" LAG BOLTS, BRACKET 10.47 28 3/8 " -16 X 1" HEX HEAD BOLTS, (36) 3/8" LOCK WASHERS, 0. 36 3/8" FLAT WASHERS, (6) 1/16" DIE CUT GASKETS REMOVE #10 PH PNHD SCRWS POWER SUPPLY 24, 1/4-20 X 3/4" HEX HEAD BOLTS, LOCK WASHERS, WASHERS, C FOR INTERNAL ACCESS AND NUTS F L j 30V (INTERNAL) 197.00 _ 0 c, _i D w Z Fu; �• ... r—'\ ° o . �� _ _ W ATERPROOF ts N o ' \ J -BOX W /DISCONNCT 0 0 O SWITCH 2 C \ - - 3 c ° ? INTERNALLY ILLUMINATED UL SECTIONAL LABEL a B c0 W/1 /2 WATT LED'S EACH HALF, LA094300 B D a C 0 INPUT: 120 VAC, 60Hz, 1.3 AMPS MAX -§: OUTPUT: 30VDC, VOLTAGE REGULATED, 96 WATT, APPROX. .75 AMP. a — OPERATING ENVIRONMENT: WET, DAMP, DAY -20 DEG C TO +70 DEC C C 3 o CIRCUIT: (1) 15 AMP REQUIRED 0) , AREA: 22.6 S FT (ACTUAL), 32.8 SQ FT (SQUARE) UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: NEXTGEN WORDMARK C DIMENSIONS ARE IN INCHES DRAWN LO 4/2/12 w DESIGNED WINDLOAD: 150 MPH WIND SPEED 3- SECOND GUST - EXPOSURE . COMPLIANT WITH TOLERANCES: 9 A N ATIONAL BUILDING CODES AND STANDARDS (IBC, UBC) FRACTIONAL ±1 /8 CHECKED A .X = ± .06 .XX = ± .03 N .XXX = ±.015 .XXXX = REAM DESIGNED TITLE: ASSY,MCD,NEXTGEN,WORDMARK WIRING: SIGN IS TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE CHINED± .5 ANGULAR: ±, PROPRIETARY AND CONFIDENTIAL NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE LOCAL CODES. THIS INCLUDES THE TH N PROPER GROUNDING OF THE SIGN. so PROPE EPR UCTIO RITE,LLC . SIZE DWG. NO. REV r ANY REPRODUCTION IN PART ` OR AS A WHOLE WITHOUT THE g IN449610S B \ t • •• Iden. sm .— D1v" WTEN P ERMISSION OF EVERBRITR PROHIBITED. DO NOT SCALE DRAWING TRICTLY SCALE: 1:50 SHEET 1 OF 2 I I I t 8 7 6 5 4 3 2 1 8 7 6 5 + 4 3 2 1 • ` Rev: DESCRIPTION: DATE: APPROVED: A INITIAL RELEASE 6/14/12 LO ° 12 GA 6" X 8" WALL MOUNT B NOTE REVISIONS 6/19/12 LO 4 O ° °e„ m BRACKET (2) DIE CUT GASKET (POSITION D °. BETWEEN BRACKET AND WALL) BRACKET 6-TOTAL i 1 ° 12 GA 85" CENTER WALL MOUNT / hi ° MOUNTING INSTRUCTIONS: RACKET 1. LOCATE AND MARK THE WALL MOUNTING • ° LOCATIONS ACCORDING TO THE •O ' ILLUSTRATION BELOW. A ° ° ° °° 2. DRILL 5/8" DIA.X 2 -1 /2" DEEP HOLES. (HOLE SIZE MAY VARY IF USING OTHER TYPE OF ANCHOR — ea � / ° 3. MOUNT CENTER WALL MOUNT BRACKET USING J �,+ ° •• ° °° (8) 3/8" LAG BOLTS, WASHERS, AND SHIELDS (IF N � ° ° ° \ \ NECESSARY BY THE WALL MATERIAL). MAKE SURE THAT THE CHANNEL IS LEVEL AND THAT A 12 GA 46-1/4" SLOTTED END Pit o DIE CUT GASKET IS PLACED BEHIND. Z SPLICE BRACKET %+ ° ° °° . • 4. MOUNT THE TWO 6" X 8" END WALL MOUNT 2 c d 7, • ° • BRACKETS, ENSURING THAT THE DIE CUT c ° GASKET IS PLACED BEHIND. USE THE SAME �� ' ° ° HARDWARE AS PREVIOUS STEP, AND LEVEL 12 GA 96" SLOTTED CENTER ► ° ° WITH THE CENTER BRACKET. Z SPLICE BRACKET �, ° 5. OPEN THE SIGN BY REMOVING THE #10 6 t. ° MACHINE SCREWS AT THE TOP OF THE E INJECTION MOLDED LETTER 1M;P' / ° ° ° ° °° \ RACEWAY COVER. HINGE SIGN OPEN. USE • Z W/ .080 ALUMINUM BACK ►r CARE WHEN HANDLING LETTERS AND PROTECT •° �, THE SURFACE OF THE LETTER FROM DAMAGE. AND RACEWAY 6. SECURE THE SLOTTED CENTER AND END SPLICE o ♦ ` ��� 1 o BRACKETS TO THE BACK OF THE RACEWAY L 2 12 GA 46 - 1 /4 SLOTTED END ; , USING THE (24) 1/4-20 X 5/8" BOLTS, LOCK & ' CD SPLICE BRACKET FLAT WASHERS, AND HEX NUTS PROVIDED. % 7. CONNECT 30V LEADS TOGETHER FROM EACH o B END WALL MOUNT BRACKET � � 41 END WALL SIGN SECTION (RED TO RED, BLACK TO BLACK). B CLOSE AND SECURE SIGN WITH HARDWARE a) 55.88 _ CENTER WALL MOUNT BRACKET , MOUNT PREVIOUSLY REMOVED. BRAC 8. LIFT SIGN ONTO THE MOUNTING BRACKETS ,!, °0 49.00 24.00 24.00 24.00 49.0 AND POSITION LEFT TO RIGHT AS REQUIRED. I -i I al 9. SECURE SLOTTED BRACKETS ON BACK OF SIGN g -- g WITH BRACKETS MOUNTED TO WALL USING 1 .� e o o • r o n , m n SUPPLIED (20) 3/8 -16 X 1" BOLTS AND WASHERS. 10. FINISH WIRING THE 120 VOLT PRIMARIES AT THE --- \J - . 39.50 085.00 39.50 II.- - RIGHT END, LOCATED WITHIN THE SWITCH o _ 176.00 11. JUNCTION BOX. TEST LIGHT THE SIGN. LEAVE SWITCH ON. c LEFT EDGE UNLESS OTHERWISE SPECIFIED: NAME DATE PRODUCT: NEXTGEN WORDMARK OF LETTER " M" BOTTOM OF LETTERS DIMENSIONS ARE IN INCHES ` C TOLERANCES: DRAWN LO 6/14/12 A FRACTIONAL± 1/8 CHECKED A WALL MOUNT LOCATIONS X = 3.06 . =3.03 .XXX = 3.015 .XXXX =REAM DESIGNE TITLE: ASSY,MCD,NEXTGEN,WORDMARK N ANGULAR: PROPRIETARY AND CONFIDENTIAL o MACHINED *_ .5 BEND 3 1 N THE INFORMATION CONTAINED i • IN THIS DRAWING IS THE SOLE • • j• �" Evert:Ate A RODUCTION IN PART SIZE DWG. NO. REV O cx, ..• O 111., OR AS A WHOLE WITHOUT THE B IN449610S B \ -.-0 y y Dlvl WRITTEN PERM I S SIF cv EVERBRITE, LLC IS S TRIC • DO NOT SCALE DRAWING PROHIBITED SCALE: 1:50 SHEET 2 OF 2 8 1 7 6 5 t 4 3 2 1 GENERAL NOTES I ♦ M INN {FYI NWNNP', IWO Sw ANC IASL N4 Si - 1 - 1. SIGN f -- SW PAC HWY (HWY 99) s IFT To • PASTS mg ACTO DRM NGS W. D GENCIW CRRK OR. :]NTRKTM CONDJrt Nq wIRNG ARC N• ___,_.--• , ENYS, •NrNM RDLR. 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AIPLDT[FS / / WANING (M) YELLOR —''_ NNEIENI ." T 6Y16 7 - EuRNME I C IM. MERDF W MN CONSTRUCTION NO ENPLOTEE 1 0 E 1 / / , �, C . / w « ES IS RKrtD ONTO PAKKM EALSYG ZA ID0M5 O•AT Nq 0II ` ERNE.•, CONOI'AS S. W 1. \. • / r / O / j � / N5P)ALT NVp�1/T VICINITY MAP .1:111 040w 1 • i / / : - /I - ta / I PAVNTC SPECIFICSPECIFICATION �' ! © / i �� // �� Ayr, TEEEn« P.vFMV N• -� (E/eRRI r Torn COMIC= ELT 0.1001131%) 0.1001131%) ) @d el .IrIG ae •NL:Y • • � / // NAP PR COD U PAMNG TO lYP1R, 34ot. 6', OF AN APPROVED CRUSHED STONE / 1► � / (� /� BLS[ PLUS 3" a w APPROVED AsPlvulc �lErE TOPPING TO 1 BE LAD N iM0 (2) US AND ACCORD r , \ 6• t PAINT O + FiEIC C61CA110115. ASPHALT PAVEMENT i • STRIPE X'ST'NC WINDOW IMBED moans Of PRANG TO BE 11 A YNMIY 6 SITS 6 vo c / w PAV EMENT �' • ! .. Nd �1■ - ,y \ 1 REOURED. ALL AREAS MR BUILDING MC PARKING To BE • NARANG ( + [LLD« O ' 1NU Q �' COMPACTED TO A IMAM OF 95% OF maim! DRT DOtSRY IN / - - • MARKING (TS ! . § - — \ \ ACCO ■IIEI ASTY 0 -0696' E / • O •// / / / AEYCNT J / , , ROU 1JSALD•S A COMPACTOR TEST CT MNEKER R'SS _ �;* / ' . y I� S O 0Q i' ft t AVEME711 WARM (M) // �. g � // Z> �. , I LO UGNTI RECOMMENDATION i - \ \ / • YFIIDN DRNF TN4U I -- = jai -� • RA,fYFNT NARNMIG I TT'• ) / G // O fit! • x Y NNW PAKMFNT —. / \ . t r . , •-., • 'Cf, \ P !A / i E • •D• • w w vD /NIT) /NIT) ) _ \ - Jl + ea s -� \ `\ \ / *FN PAVLYLNI r ♦ � - � / TOW .EIR6 O ` � , a t C, Y.RKNG (TYP) / ` / � 45 Q ivY[ \ .�� RIO /! V ;I. '.,I R , o ` UTILITY INFDRWTKN �, / f . / 1 III s T, PE EnuTr2N l �� It i 1 / / C ` / / •rAExwr �Ea )r x14 x } j/ f// ? / / /' ROM 1001 !I - - - r ®// / / slat Mai Y x1u x DIMENSION PLAN ScA<E i. ' " D r m x I CI ` it 6 ? ;- DESIGN AND DEVELOPMENT CONTACTS: SITE INFORMATION: SURVEY INFORMAT I 6 • SIGN LEGEND V - LE JELOPER M__JT. At_ L'3 , J 7,/ .. TC LL TAL LOT AREA x.x ACRES RO c 12 131 1 13111 AVCLUC NC. SOT_ 103 BJILDIIIG AREA 3.3801 S.F. IIg PROPOSAL DEFT- TE LW RINI 0l; N LN Sltcl 0I AR) C' RECEIV KIRKLAND. WA 98034 NINFPC %EOLCTOTS TrA Ittk A•YR CONTACT: ADAM BRANDENBURG S TE ADDRESS '1201 SOUTHWEST 72ND AJCNJC re 7 EP ♦S ILK IOWL. IIEu TO On* A DELI SDI NO Ml[ ` ( 425) 242 -2468 IGARD. DR 97223 USES atPS.5 GO Iw MINA.$ C II� ...o D Ip F rATE■ RDE -0 737.3 Q SISfT A FID 6\ F 012 LEGEND n CML ENG'NEER CORE STATES GROUP ICIAL FRONDED W /ORIGINAL PLAN 52 SPACES NNEFEECRpS •6 i[7oNS rw Ea1'LL`ma C L -- -- 50 CRFSTW00D FXfCUTNE '.ENTER, SORB 500 TOTAL PPOVICED W /NEW PLAN 45 SPACES 7a Fmoan T ;wE IN/ x 101 PFRR TO MIN a SAINT s' ■O J �� 3 s - f •► ■S —0 MO Dom �J O - ST. LOUIS. MO 63126 II+ rwELCnAOIS •614c41045 EOE NSNALNDIL WEN CONTACT, PATRICK RENNETT >D w ■ Si W , LOT uSK Tin lP� A CITY OF (311) • 843 - s320 LUN 14ACTOR SMALL +trot ALL SN:NAGE lO Ow Nt. P4g ID Of TIG• 'R --- ST S� 4f —' U`� ELEVATOR (76'6) - SKIN DOERR WRIEST FORM. ,ERIFT w•1FTIM% FPISRNC 0OK RR pttTlRc _ T-GARD CITY FALL ENG - i_ — — RE PE USEABLE, &LSfO ON r'1NdTN] AK OEIYFR'S Rf0 UP5T. INE C G E RI PIS/POSED ELLMUIaI 77.0 I • 13125 SW HALL BOULEVARD Kith( SIGN 1°CAPONS WIN W/MAI D'S RFPRFSFNTATNr. plANNING� 1 PLAN SUM 1 TIGARD, OR 97223 • CONTACT: ` (503) 639 -1171 L � N s n F l � ` TN NOT R STET ADORES$ COM"N CTCR TO COORpFMTE WON MEOOANA NON •0 OEIFAYRE C•r, F OAC1 TIONS IN Gr r TO ER NU L•OARbS, cMARNES. wED \ 1 1201 SOUTH AF 72ND A VENUE i ( ICAT O T10115 N 7714411 100 TO AVOO Fr STN/ ACM P IO R TOP ,y c \ EI E W AY • ` . t . C ITY STALE A C EO:wT OK TO OF STARED / APPA.^KD 91' ACY PRIOR TO POIMK: GENERAL NOTE: \AND.TDNS J � FGARD e� i. Y ° £0 S' -NC ASPHALT PAVEMENT TO BE REPAIRED / REPLACED AS � COUN y § L'RECTEO BY MC?ONALC'S AREA CONSIRUCIION MANAGER. E NAS i VG'UII n FNT14f PAaKINC CT TO - yFN OF SFA ED ANC RFSTRIPFD. - v N REGIG5*L DWG. NO NATIONA NUMB C2 W o D VG - - 3 7 036-0260 SIRE PLAN • • (1L) M cJao f1 &-r' : / K I 1 1 T A I `f MP f 3.1 © E _f__ I o , gw 0 li 6.. - El ,,.. \ . I II I - - --- ---------'___ r_ rte_ ------ I • 2 I I L r i �.1� _ I . �� ° © ZJ 1D w. � i 1_ -� �z GR =F WCLILN`_ E WALL ENCLOSURE L O ii AI Ti I , J 1 9 I REMAIN 0 111 I 11 II I I " II III III II TRASH CU IMI p _ ALIGN « '' o II - ! 35?-et - ile ., /' LI �T IAN TORS I I iii !; , SUFFL / \ CLOSET x °I ' 105 0 � ( VV d i ' ' 10 I z- /� 1 EL 11 • O • REMAIN I -- - -- C USTOVEF `�, o / '� r ' I u I \A ri / P) ... _ . -- r__. I .!/ I S I E C2 E DINING 'I ii II In II : k I II I cN .. ii I' 1 I MEj}S '' II N COCL_F td9 N ® II ( I ' -+ I 1 II 661�� o ;; \ _ c / e • II u N I ; II e I ExISEXISTING' t \ D a OFF CE • y PREP ® SSBB ® W �, En $TIN:. I P Q W _ " � I ceP II • .FA b b - EXISTING COLUMN y.....dl Ch i AND 3 A 1 I I ' ut U- ENCLOSURE 0 ( t om} 1 i O C.3 • F lo ! 1' ✓ -1 W I I 107 I � 1 i; V a q A ^w 1 C g K !Int ) � Q //['y ,� I I 1 11,',l I t II D �\ \ !t CREW RO04 CO Fal S TEF G � � M I I _� swlrCl -GE.P _ _ I I t r 2 4 I 21'1;11 © (I' C a D 1 i s C p I 4.j ��; TJ' e- _____ _ 1.- © 4' -2' / 1 6" gj t6 7 Q 1,t�7 N E m WALL LEGEND Q) O III ; fi ll a -7' EX'STING DRNE -THRU SP tea = 9 NEW w000/METAL FRAMING V' 9 F iiii( ' O Oa. CZO 7 ,./ 10 �- �� NEW CULTURED STON T C ' • ll J .�F (N / ( 2� EXISTING CONSTRUCT ON : C I } i it 1 F LOOR PLAN LL . O A1.1 1/4" = 1' -0" LU ` b ` o - {,4.)lnAC /rnwa �c5� (N3) 4. - ' a Y R . c SIMPSON GENFRA DOOR NOTES - SONG -TIE T La 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 7. SIGN: MOUNT ONTO DOOR, TO READ 'THIS DIOR MUS REMAIN KEY NOTES GENERAL NOTES '^ 'i <,. a U 8 J 2. THE OPENING FORCE OF ALL EXTERIOR PUSH /PULL DOORS SHALL UNLOCKED WHENEVER THE BUILDING IS OCCUPIED /DURING BUSINESS ( E g C7 O /8'O.0 li : NOT EXCEED 8 -1/2 IDs. HOURS.• Q NEW BRAND WALL I. O7 ERWISE NOTED. DIMENSIONS INTERIOR DIIMENSIONS ARE TO FACE 0 UNLESS CONT. TOP PLATE STRUCTURAL MEMBER OR STUD 0 ]. THE OPENING FORCE OF ALL INTERIOR PUSH /PULL DOORS SHALL DOOR B ' GYPSUM BOARD. SEE A3.1 FOR EXTERIOR WALL ASSEMBLY Z 1.0 SPANNING BOTTOM CHORD O J NOT EXCEED 5 Ibs 1. HINGES HALER 981250 US 260 4 1/2 x 4 1/2 - 1 PAIR AND O BRACING TO \-FRONT TYPES. SEE 2/A1.1 FOR INTERIOR PARTITION TYPES. SEE N LATERAL 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS AS NOTED ON O . C . 279 US 260 4 1/2 x 4 1/2 - 1/2 PAIR ENTRY EXTERIOR ELEVATIONS FOR WINDOW TYPES STR E i O CONr 2x FlRESTOPPING AT CEILING (, 5. ALL DOOR HARDWARE $HA -L NOT REQUIRE TIGHT GRASPING, STOP TIGHT 2. LOCKSET: HALER /3 +IS (moEitwC) US 26C •)EAO BOLT W ITH PULLS D/T 2. SEE SEPARATE SITE PUN FOR SIDEWALKS, RAMPS. ETC. Q OV TYP . PINCHING OR TWISTING OF THE WRIST TO OPERATE 3. WAIL : HALER 236W 3. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LEVEL M ( ) (n REAP LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS O 1 -0 ' O.C. 4. COAT HOOK: DRADLEY 232 ROBE HOOK, 1NSIIIE FACE OF DOOM AT 1 NEw CANOPr SYS TEM ABOVE BY OTHERS- J L..1 REQUIRED BY LOCAL CODES. SICNAGE PACKAGE SUPPLIED BY: W001) STUD PARTITION TYPE W DOOR FRAME REMARKS A.F.F. SEE A3.3 FOR NO - SEE ROOF PLAN FORREST PERMA -SIGN Q k CC TAG FOR DIMENSIONS 9292 1ST STREET, Box M F CO es., .., PARTITION d' MATERIAL SIZE TYPE FRAME /� TYPE ¢ < NEw ROCHELLE. NY 10602 V) 1/2' GYP BD. `� CLG AS • A' - 2x4 Q 1 ALUM. 3 0'x7' -O "x1 3/4� A ALUM. A Io - SCHEC� NEW GUARDRAIL. SEE 14/A1.1 FOR DETAILS WWW.FORRESTPERMAS'.GNS.COM d ry ANODALJM. (600)214 -6765 IM-1 BOA CEMENT _ -r SCHEDULED • AI's 2x4 W/BATT INS O DOOR - Q ROOF LADDER (EXISTING) 4 MAXIMUM OCCUPANCY SIGN TO BE POSTED PER LOCAL CODE. , PLYWOOD OR 'B • 2x6 SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UT z w , EACH SIDE. BACKUP "111'• 2x6 W GATT INS. DOOR A ...sr----- r N EW S TOREFRONT SYSTEM - SEE A}.1 FOR 5 FRAMING x 0 / 1 /4' TEMP. ' © . ALL LUMBER (SILL PLATES) IN CONTACT WITH CONCRETE � • C I • 2x8 1. CLOSER: LCN 4021 18 GLAZNG SUB SWLLL BE PRESSURE TREATED IN ACCORDANCE WITH IBC EACH SIDE. Q NOTES -SEE ELEVATKINS FOR DIMENSION$ A E j C FN I SH EXISTING • 'C1". 2x° W/BATT INS. = 2_ HINGES: OFFSET PIVOT ANSI -A -156.4 GRADE 1; PROVIDE EXPOSED I a L FINISHES PARTS OF CAST ALUMINUM ALLOY, AS SUPPLIED BY DOOR NEW TRELLIS ALL S SYSTEM ABOVE BY OTHERS - 6 ADJUST A PEDESTRIAN ENTRY /EXIT DOOR CLOSERS TO A qr." w E BOTTOM 6 OF STUD SPACING: 16 O. MANUFACTURER. a SEE A3 FOR NOTES - SEE ROOF PLAN MAXIMINTERIOR OF 8.51bs. OPENING FORCE (515. AT INTERIOR DOORS) W - ,n ,iii IN ADDITION. CLOSERS ADJUST DOORS SO THAT FROM AN OPEN U > , t R BACKUP TO BE \ R � - FLOOR AS 3. P US H / HANDLE: KAwNEE /CO -9 O HALER P US H / S ET W FOR DIMENSIONS POSITION OF 90'. THE TIME REQUIRED TO MOVE THE DOOR TO n O S CEMENT BOARD I ' i' SCHEDULED 164D/V /B. I I I y NEw ALUMINUM TRELLIS 208 WALL FASCIA POSITION OF 17 FROM THE LATCH IS 5 SECONDS MINIMUM. N a a ? $ - CI c 7-13 - MIN. 1/2 _ - 'L _ _ 0 4. PANIC HARDWARE ADAMS RITE MFG. CO. 8°00 SERIES WITH OUTSIDE m ABOVE l � I F '� ABOVE SU _ B - O CYLINDER ON 1, lA DOOR ONLY (FINISH TO MATCH STOREFRONT J 5 O O DOOR) r s' NEW 20 W00 FRAMING SYMBOL LEGEND O- a o l g 5 o 0 CONT. PRESS. TREATED BOTTOM O 5. THRESHOLD: NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE © � U PLATE THRESHOLD 325, 36' WIDE x I/2• RISE (ADA ACCESSIBLE). A 14 STILE B A 8- PARTITION TYPE TAG SEE 2/A1.1 036 -026C 6. WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AT BOTTOM 1:11 NEW REINFORCED CMU BLOCK WALL • 2 INTERIOR PARTITION AGAINST FIXED STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER 0 DOOR TAG - SEE DOOR & HARDWARE A1.1 3 /a " = 1' o ED6E. OR NY AR f�SKET I WEATH RSSDTRIPPNG�NR DOOR TYPES FRAME TYPES p NEW WOOD POST O SCHEDULE ON A1.0 CC A1 • 1 BOTTOM DOOR RAIL ADJUSTABLE FOP CONTACT W/ THRESHOLD 0 KEY NOTE 0 FLOOR PUN wr S■ 5_i . CO. 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