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12230 SW MAIN STREET-7 IIIIIIIIIIIMI1 �.�y d' I rt'. i' O i O I N i N I CR N� CD - mON r NN 3 Z 0500 in in L aoJX « TIGARD , 0rR` E, *,,%r0N aa �� INTEGRITY INVESTMENTS OWNER Ll 6324 NE HALSEY a���x bulpc�Dlela+�dS O PORTLAND, OREGON 97213 $u11I1:� pue �,, TELEPHONE: 503-287-6783 C} suosslt?0 P � 90 FAX: 503-288-6900 CONTACT: DOUG LEPPER "�`,�,$�' 3„ 'f$►���-��,:� I*�:,;i +v�c�:� � 11IJ�iR,:uss0[�r4,r:' i O YORKE ANDCURTIS �cauns.;' :” �"�c� CONTRACTOR ii 4480 SW 101ST AVENUE dut471�'rA 1an3on�5 �. BEAVERTON, OREGON 97005 98 Ouls"J'ss,d,; L,:113.toy�sto:! cuop4ol; l5 TELEPHONE: 503—E46-2123 u�tu.,.�I*r^�� euur;z ay,»uc0 eujjspo�-1 FAX: 503-643-5531 .�aiauoa w nal;tis�ul�Is� CONTACT: DAVE CURTIS Tor;,sr,i�,fll'�1Iv��;ua�,v3sn0� " c;►� �iu�;; t�� v�(J�0� Oi 3S CIDA, INC. ARCHITECT 4445 SW DARBUR BOULEVARD, SUITE 200 PORTLAND, (OREGON 97239 TELEPHONE: 503-226- 1285 FAX: 503-226- 1670 (-- CONTACT: JENNIFER BEATTIE �-- L CIDA, INC. ENGINEER �- 4445 SW BARBUR BOULEVARD, SUITE 200 l ' PORTLAND, OREGON 97239 PARKING REQUIREMENTS LEGAL DESCRIPTION Z z TELEPHONE: 503-226- 1285 — Q 0 FAX: 503-226- 1670 EXISTING BULK SALES TO REMAIN/REMODELED: 17,722 S.F. X 1/1000 = 17.77 TAX LOT: 4100 CONTACT: STEVE YOUNG EXISTING OFFICE TO REMAIN: 1413 S.F. X 2.7/1000 - 3.81 TAX MAP: 2S102AA ' W EXISTING OFFICE TO BE REMODELED: 2129 S.F. X 2.7/1000 `'04 NET ETANEW RETAIL: SPACES X 3.7/1000 - 9.13 SITE DESCRIPTION z � G MIXED-USE: ZON 100% OF 17.72 = 17.72 SITE EAREA: 49,127 S0. FT. 90%% OF 9.55 = 8.60 LANDSCAPE AREA: 8,317 SQ. FT./49,i 27(100)- 16.9% � 0 Q i 807: OF 9.13 7.31 a TOTAL: 33,63 = 34 SPADES EXISTING BUILDING FOOTPRINT: 19,851 S.F. LL PROVIDED: 27 REGULAR (EXISTING) EXISTING BUILDING MEZZANINE: 1,413 S.F.Uj �{ TOTAL EXISTING BUILDING' 21,264 S.F. N �l �� •!r � 1 ADA (EXISTING) Z N v1 in 12 COMPACT (RESTRIPED)IAj EXISTING AREA TO REMAIN: 5,775 S.F. j N lJ r., 4 a a ( a Cr TOTAL: 40 SPACES EXISTING MEZZANINE TO REMAIN: 1,413 S.F. a I a c JIN �� o d � g EXISTING TO BE DEMOLISHED: 789 S.F. F-- w w a I N = V) in � , �- t- ¢ J N ,,, s rL V) EXISTING TO BE REMO. ELED: 13,287 ST w LnI ' Jai S a a a�° o o o NCW AREA: 3,275 S.F. �\ I z ; z n z a n Z r , BICYCLE PARKING: NET NEW AREA: 2,468 S.F. / z i vWi o - u' ��, zI O Lj w TOTAL REMODELED/NEW/EXST: 23,750 S.F. DRAWN BY: SMR/JMb z ~ v' z - '� J - - _ v BULK SALES (EXISTING) 17,722 S.F. .3/1000 = 5,32 WtnI V U 0 — O W �— ►— a I I = k �`' 0- a I v `` ��8 8 � 0 U a a OFFICE EXISTING & REMODELED 3,542 S.F. 5 1000 = 1.77 �.�► / CHECKED ey 1 `' g IwI-r � ? r` J wlz a a Uj w RETAIL (NEW) 2,468 S.F. ,3/1000 - .7a / BUILDING FOOTPRINT AREA; 2.2,337 S.F. CCUj O la X O ti� O �i �i _ 0 — — v m a w g r. a U- o o rn L, v. TOTAL SPACES REQUIRED: 7.83 \ O_ TOTAL SPACES PROVIDED: 8 , _cr- I INSULATION REQUIREMENTS r'rt •- cr,.- cv •- � � � .- - ryn •- �- cv � cv Uoc� 000 Woo v� ci o o - CNI r►i .r Tri r: ci - cv r•i r�i .r l� .= n Ni v rri � n a $AVID S. WI,I.SH 0C, V1 c� < Q a a a a a a V1 tov> tn V► NV► V) N Www www ww I I BUILDING CODE INFORMATION FR-19 ROO WALLS R-13 \ � � PQR1lyIMDi• OR SOUND ATTENUATION R-11 I I/_ 0� DESIGN • 2 rz �/a DESIGN DEVELOPMENT REw : • • • • • • • OCCUPANCY CLASSIFICATION: M,B,S OF CONSTRUCTION TYPE: III B FULLY SPRiNKLEREn DEFERRED SUBMITTALS J Ijya910!._ WILDING PERWT � • • • • • • • • • • • • • • • • • • • • ALLOWABLE BUILDING AREA: _ SSuE , DATE � BASIC (MOST RESTRICTIVE): 12,500 SF MECHANICAL DESIGN. 11-30-04 INCREASE FOR SPRINKLER SYSTEM: 37,500 SF ELECTRICAL INCREASE FOR YARDS: 4,750 SF PLUMBING DEVELOPMENT REVIEW: TOTAL ALLOWED: 54,750 SF FIRE SPRINKLER NORTH 12--06-04 -- - TOTAL BUILDING AREA: 23,750 SF STEEL JOISTS VICINITY MAP G P 11 -- - I ' GEN/ - ----- -+- CiS NO SCALE I r' S5L I N Q6 - ALLOWABLE hREA_IN R - -- 'AN �s lOr�S - It - 100 [F/P — .25] W/30 - Ir = '00 [434/686 - .24] 30/30 1 I Y ()F �I�It 1 A k r -- i If = 100 [.63 - .25] 1 DEFERRED 13 111 1 R1rr 9rrrink1w r G A W I N G r I r If = 38.27f: th+e A1enq Apppn "r1,A" 1TY F TIGARD COVER SPIFFY 9 -- - --- .... pYCLI bF.111r-ATtAC7�E01 i ---- Is = 300% INechRnipti SPECiFWAT10N 9(X)K APPraved....� t .. ......... ......................� k i — 14WV*1 (:anditionelly Approved........—............ .........( 1 llartricel CF.r7TFX'H REPORT °'�, Ao= a + [At If /100] + [a Ii/100] � "' .g �.•-��`���� Fo+only the ' _ rr+tcrlrr PERMIT NO - 11 fh F� a See Lerner to:follow............. .............�......... Aa = 12,500 + [112,500 X 38X/1001 + [12,500 X 300%/100] �a�""Inp �. _... ........... . FEW #1 t ------ RM I Ao = 12,500 + 4,750 + 37,500 a�. SJ�I JO�� A�d '�.. ,� - c S � , a ivia 11 m 1 GG.JU Ac = 54,750 [3111'2005-00001 +3 OFFICE COPY I of 25 ' JOB 040103.0 _.. '- - .aww ... ,r�laWIWWNWk/111ttlpk,wrx ._=S,;bx;LL:u,n �r��:2YWWMWIY'.�xG .. .,,._.. .: •'� ,". ,-. �,,. - 11. il',,,. .i :o�'Ftie�u'.mcJm�AIKAWxrcrt�6al}W�nr��o;k d.75^� ''�?.,a.�t.Nk. ..b�N*.�,�',,i;;., i, is ;y LEGIBILITY STRIP CfTi �l I i IIIUl1millmIIIIII11111111111111Jill1111111HH rllt111111if11111 I'IIIIIIIII Illllrlll III�II0 2 3 4 9 7 1 10 1 1 12 13 14 16 17 le 19 20 21 22 213 24 215 216 217 218 29 30 x lJmm.I cm r ' Air �10, + '�' 1Y.t}ib'+'ld,Cdr. ,rrf;, h. .1 81 I I 01 HOMI B 10$ f Ir ` • , I 11111 I � �- � _... . ;.. �.�MM Jd,4t, _ I ` L ,.. , ''-.' ..,n'T"�•' .m�'wrn•ynnl,T�+r..—- I I f{ h' , yM rf v s P _ N, GENERAL NOTES: ONLSION 1: GENERAL REQUIREMENTS DIVISION 7; THERMAL AND MOISTURE PROTECTION APPLICABLE CODES ON MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING THERMAL INSULATION: R-19 0 ROOF. INSULATION TO HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM CODE AND APPLICABLE STATE AND FEDERAL SAFETY ORDERS. ALL REFERENCES TO CODES, SMOKE DEVELOPED RATING OF 450. SPECIFICATIONS AND STANDARDS SHALL MEAN AND ARE !NTENDED TO BE THE LATEST EDITION, AMENDMENT, 01 AND/OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT. ALL WORK To CONFORM ADA ACCESSIBILITY SEALANTS: PROVIDE SEALANT' FOR THE FOLLOWING LC,rATION AS FOLLOWS: > REQUIREMENTS, AND LOCAL ENERGY CODES, INTERIOR FLOOR, EXTERIOR CONCRETE SLAB JOINTS: ASTM C 920, CLASS 25, GRADE P, SELF LEVELING, POLYURETHANE, PLUS OR MINUS 25% MOVEMENT RANGE. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHCWN OR IMPLIEDN ON THE DRAWINGS AND GENERAL NOTES AS WELL AS THE PHYSICAL CONDITIONS OF THE BUILDING AND EXTERIOR WALL AND FLASHING JOINTS: tD SITE. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ASTM C 920, CLASS 25, GRADE NS, NON-SAG. POLYURETHANE, PLUS OR MINUS 25% MOVEMENT RANGE. 0 tD Nry Z N cr . CONTRACTOR SHALL DETERMINE THE EFFECT OF CONSTRUCTION ACTIVITY BY OWNER'S PERSONNEL AND EXTERIOR JOINTS WHERE MOVEMENT EXCEEDS 25%: ASTM C 920, CLASS 25, GRADE INS, NON-SAG, POLYURETHANE OR SILICONE, PLUS OR MINUS 50% MOVEMENT RANGE Z OTHER CONTRACTORS. ADDITIONAL COMPENSATION WILL NOT BE GIVEN FOR DELAYS CAUSED BY OTHER U 0 CONTRACTORS AND OWNER'S PERSONNEL WORKING AT THE SITE. VERIFY THAT EQUIPMENT AND ASTM C 920, CLASS 25, GRADE NS, NON-SAG, LOW MODULUS NEUTRAL. CURE SILICONE, +100 TO -50% JOINT FIXTURES ARE COMPATIBLE WITH EXISTING UTILITY SYSTEMS. VERIFY THAT SYSTEMS, FIXTURES, AND MOVEMENT RANGE. It " X' EQUIPMENT WILL FIT IN THE SPACE PROVIDED, RESOLVE SPACE CONFLICTS WITH ARCHITECT/ENGINEER 0 4 PRIOR TO ROUGH-IN EXTERIOR WALL AND FLASHING JOINTS: 0. L ASTM C 920, CLASS 25, GRADE N5, NON-SAG, SILICONE WITH ACETOXY OR NEUTRAL CURE, PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW WORK TO EXISTING COND!TION OR NEW PLUS OR MINUS 25 TO 50% JOINT MOVEMENT RANGE. CONDITION, WHICHEVER IS MOST APPROPRIATE REPLACE ALL EXISTING SLABS AND PAVING REMOVED FOR NEW CONSTRUCTION. INTERIOR JOINTS & PLUMBING FIXTURES, ASTM C 920, CLASS 25, GRADE NS, NON-SAG, MILDEW RESISTANT SILICONE, PLUS OR MINUS 25% MOVEMENT RANGE. PROVIDE AND MAINTAIN TEMPORARY FACILITIES AND CONTROLS REQUIRED FOR PROPER PERFORMANCE EXTERIOR CONCEALED JOINTS: OF THE WORK -- COORDINATE WITH OWNER: AAMA 808.3, BUTYL RUBBER, PLUS OR MINUS 5% MOVEMENT RANGE A. TEMPORARY UTILITIES SUCH AS WATER, ELECTRICITY, TELEPHONE AND FAX; PERIMETER AND PENETRATIONS OF ACOUSTICAL WALL & CEILING ASSEMBLIES: B. FIELD OFFICES AND SHEDS. ASTM C 919, NON-HARDENING POLYSIOBUTYLENE RUBBER, BUTLY RUBBER, CLOSED CELL POLYVINYL CHLORIDE OR OPEN C. SANITARY FACILITIES; CELL POLYURETHANE FOAM MEETING ASTM D 7543 WITH ADHESIVE ON ONE. OR BOTH SIDES. D. ENCLOSURES SUCH AS TARPAULINS, BARRICADES, AND CANOPIES, E. ENVIRONMENTAL CONTROLS, SUCH AS DUST, DEWATERING, WEATHER AND INTERIOR CONCEALED JOINTS: FIRE PROTECTION. AAMA 809.2, NON-SKINNING POLYISOBUTYLENE RUBBER, PLUS OR MINUS 5% MOVEMENT RANGE. MAINTENANCE AND REMOVAL: MAINTAIN ALL TEMPORARY FACILITIES AND CONTROLS AS LONG AS SMALL EXPOSED JOINTS LESS THAN 1/8' WIDE. NEEDED l ')R THE SAFE AND PROPER COMPLETION OF THE WORK. REMOVE ALL TEMPORARY FACILITIES AAMA 803.3, NON-SAG OR SELF LEVELING ACRYLIC, PLUS OR MINUS 5% MOVEMENT RANGE. AND CON IROLS AS RAPIDLY AS PROGRESS OF THE WORK WILL PERMIT. JOINTS BETWEEN ADJACENT ROOF PANELS AND BEHIND ',-'LASHING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO HE CERTAIN THAT ALL EQUIPMENT, PRODUCTS AND MATERIALS ASTM DID56, CLOSED CELL NEOPRENE OR POLYVINYL CHLORIDE FOAM, SELECTED BY CONTRACTOR, OR FOR CONTRACTOR BY THEIR SUBCONTRACTORS OR MATERIALS SUPPLIERS, CONFORM TO REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. APPROVAL OF MANUFACTURER DOES PERIMETER OF DOOR AND WINDOW FRAMES TO FILL OPENINGS! NOT RELIEVE CONTRACTOR OF Rt-'riPONSIBILITY FOR PROVIDING MATERIALS AND EQUIPMENT AHIL;;- COMPLY COMPRESSED POLYURETHANE FOAM, WITH CONTRACT DOCUMENTS. FLASHING & SHEET METAL: COIL. COATED STEEL SHEET, ASTM A 446, GRADE A, 313.000 PSI, 26 CAGE, G90 GALVANIZED IN ACCORDANCE W/ PRODUCTS USED IN THE WORK SHALL BE PRODUCED BY MANUFACTURERS REGULARLY ENGAGED IN ASTM A 525, MANUFACTURER'S CTANDARD PRIME FINISH. SUBMIT SHOP DRAWINGS. MANUFACTURE OF SIMILAR ITEMS, WITH A HISTORY OF SUCCESSFUL PRODUCTION ACCEPTABLE To ARCHITECT/ENGINEER. STEEL ROOF ACCESS HATCHES: GALVANIZED AND PRIMED STEEL W/ BOTTOM FLANGE, WALL COUNTER FLASHING, LINED AND INSULATED LID, PIVOT USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN HINGES, PADLOCK HASPS, HANDLES, SPRING LATCH, SPRING OPERATORS, HOLD OPEN, AND AIR CASKET. THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND SUBMIT PRODUCT DATA & SHOP DRAWINGS. ACCEPTABLE MANUFACTURERS: BILCO, MILCOR THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. DIMION 8: DOORS AND WINDOWS DELIVER THE MATERIAL TC THE JOB SITE IN SUCH QUANTITIES AND AT SUrH TIMES TO ASSURE THE CONTINUITY Or THE INSTALLATION. STORE UNITS AT THE JOB SITE IN A MANNER TO PREVENT PHYSICAL INTERIOR HOLLOW METAL DOOR AND RELITE FRAMES: TIMELY OR EQUAL, MANUFACTURER'S STANDARD FINISH SELECTED BY ARCHITECT DAMAGE, AND IN A MANNER TO KEEP ALL MARKINGS VISIBLE. SOLID CORE FACTORY FINISHED DOORS, PROVIDE OWNER SAMPLE OF FACE VENEER PRIOR TO PURCHASE. USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND AFTER INSTALLATION AND STANDARD STEEL DOORS & FRAMES: SDI 100 GRADE 111, 16 CAGE STEEL, THERMAL INSULATION DOOR CORE, SEAMLESS DOOR EDGES, TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. WELDED FRAME CORNERS, C60 GALVANIZED BONDERIZED, AND PRIMED. FIRE RATING AS INDICATED IN DOOR SCHEDULE. SUBIVIIT PRODUCT DATA & MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, SHOP DRAWING ON DOOR AND FRAMES. ERECTED, USED, CLEANED, AND CONDITIONED AS DIRECTED BY THE RESPECTIVE MANUFACTURERS, SECTIONAL OVERHEAD DOORS: FACE PANEL OF 24 CAGE HOT-DIPPED GALVANIZED STEEL, ASTM A 526, GRADE A WITH ASTM A 521, C-60 COATING, UNLESS OTHERWISE SPECIFIED. STEEL ANGLE DOOR JAMB, MANUFACTURER'S STANDARD HARDWARE WITH TORSION SPRING COUNTFRWEIGHT, 5 PIN TUMBLER LOCK, GALVANIZED WHEN PRODUCT DATA IS REQUIRED BY A DIVISION IN THE GENERAL NOTES , SUBMIT MANUFACTURER'S STEEL HINGES, AND BALL BEARING ROLLER BRACKETS, MANNUAL OPERATED DOOR. PROVIDE MINIW,-,'M INSULATION VALUE OF R=5.0 CATALOG SHEETS, BROCHURES, DIAGRAMS, SCHEDULES, PERFORMANCE CHARTS, ILLUSTRATIONS, AND OTHER MANUFACTURERS STANDARD WEATHER-STRIPPING ACCESSORIES INCLUDING BOTTOM, HEAD, JAMB, AND MEETING DESCRIPTIVE DATA ON MANUFACTURED PRODUCTS AND SYSTEMS CLEARLY INDICATE ON PRODUCT DATA RAIL SEALS, MANUFACTURERS, STANDARD SHOP PRIME FINISH WITH CLEAR USB, 1/8 INCH THICK, FLOAT CLASS, 8 CJAUTY, TEMPERED GLAZING PANELS. LITERATURE WHICH INFORMATION IN PERTINENT TO THE SUBMITTAL. SUBMIT SIX COPIES OF PUBLISHED ZINC COATED ROLLED STEEL STANDARD DOOR TRACK, 2 INCH SIZE. SHOP DRAWINGS. ACCEPTABLE MANUFACTURER & PRODUCT: OVERHEAD DOOR NORTHWEST DOOR. PRODUCT DATA SHEETS AND SHOP DRAWINGS. 26 GAGC HOT.-DIPPED GALVANIZED STEEL BA(K PANEL. SUBMIT PRODUCT DATA & WHEN .)AOP DRAWINGS ARE REQUIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT SHOP DRAWINGS DOOR HARDWARE: LEVER-ACTION LOCKSETS AND LATCHSETS WITH BRUSHED STAINLESS FINISH UNLESS NOTED JTHERWISE. SHOWING SHOP ASSEMBLY, FIELD MEASURE;AENTS, CONNECTIONS, DETAILS, DIMENSIONS, FINISHES, AND HARDWARE FUNCTIONS AS NOTED ON DOOR SCHEDULE -- COORDINATE WITH OWNER. ALL NEW HARDWARE SHALL MEET ADA FASTENERS. PROVIDE SHOP DRAWINGS TO A SCALE LARGE ENOUGH TO INDICATE PROFILES AND ACCESSIBILITY REQUIREMENTS. ALL HARDWARE TO MATCH EXISTING 'BEST' CORE SYSTEM. CONNECTIONS TO OTHER WORK, SUBP't SIX COPIES OF SHOP DRAWINGS. GLASS AND GLAZING: ALL CLASS TO CONFORM TO LATEST EDITION OF THE UNIFORM BUILDING CODE, CHAPTER 54. GLAZING IN WHEN PRODUCT SAMPLES ARE REWIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT PRODUCT ACCORDANCE WITH FGMA, AAMA, AND SIGMA RECOMMENDATIONS. SAMPLES OF SUFFICIENT SIZE 10 CLEARLY !LLUSTRATE CHARACTERISTICS OF PRODUCTS AND SYSTEMS. SUBMIT ACCURATE COLOR, PATTERN, AND TEXTURE SAMPLES OF SPECIFIED PRODUCTS. SUBMIT THREE TEMPERED GLASS: PROVIDE TEMPERED GLAZING IN DOORS, ENTRANCES, OR OTHER TRAFFIC AREAS IN ACCORDANCE WITH UBC z z SAMPLES. PROVIDE A LABEL ON EACH PIECE SHOWING COMPLIANCE. 0 WHEN DESIGN DATA IS REQUIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT DESIGN DRAWINGS AND RELITE CLASS: ALL RELITE GLAZING TO BE WIRE GLASS. CALCULATIONS FOR EQUIPMENT AND SYSTEMS DESIGNED BY SUBCONTRACTORS. OBTAIN APPROVAL OF SUBCONTRACTOR DESIGNED EQUIPMENT AND SYSTEMS BY LOCAL BUILDING OFFICIALS PRIOR TO START OF PLATE OR FLOAT CLASS IN ACCORDANCE WITH FEDERAL SPECIFICATION DD-G-451, TYPE 1, CLASS 1, QUALITY Q3. CONSTRUCTION OF SUBCONTRACTOR DESIGNED EQUIPMENT AND SYSTEMS, SUBMIT DESIGN DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE STATE OF TEMPERED GLASS DO-G-1403, KIND FT, CONDITION A, TYPE 1, CLASS 1, QUARTER INCH THICK. OREGON, SUBMIT THREE OPAQUE PRINTS OF ALL SUBMITTALS AND ONE REPRODUCIBLE TRANSPARENT COPY OF SUBMITTALS LARGER THAN 8-112 BY 1 1 INCHES PREPARATION AND GLAZING SHALL CONFORM TO APPLICABLE RECOMMENDATIONS IN THE FGMA GLAZING MANUAL AND GLAZING, SEALING Z 0 WHEN PRODUCTS AND SYSTEMS ARE TO BE FABRICATED AND INSTALLED AT THE SITE, SUBMIT SYSTEMS MANUAL. V) MANUFACIURER'S FABRICATION AND INSTALLATION INSTRUCTIONS FOR EACH PRODUCT AND SYSTEM TO THE ARCHITECT/ENGINEER AND KEEP ONE COPY AT THE SITE WITH PROJECT RECORD DOCUMENTS DNISION 9: FINISHES 3100 SUBMIT FGIJR COP ES OF MANUFACTURER'S FABRICATION AND INSTALLATION INSTRUCTIONS To THE 0 ARCHITECT/ENGINLER. GYPSUM BOARD: COMPLY WITH ASTM C-315. INSTALL IN ACCORDANCE WITH ASTM C-840. 0 REVIEW SUBMITT.kILS PRIOR TO SUBMITTING TO ARCHITECT/ENGINEER AND VERIFY THAI' SUBMITTAL CONFORMS PAINT: SPILITFACED EXTERIOR: TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW FIELD MEASUREMENTS AND FIELD CONCRETE MASONRY WALLS: ONE COAT LATEX BLOCK FILLER AND TWO COATS 100% ACRYLIC LATEX EXTERIOR EGG SHELL ENAMEL. Ly N CONDITIONS. DELVER SUBMITTALS WITH REVIEW STAMP AND SIGNATURE OF CONTRACTOR. INCLUDE WITH CONCRETE MASONRY WALLS W/TEXCOAT: ONE COAT CEMENTITIOLIS BLOCK FILLER AND ONE COAT TEXTURE OF TEXCOAT---COLOR TO BE DETERMINED.* EACH SUBMITTAL. WRITTEN NOTIFICATION TO ARCHITECT/ENGINEER WHEN SUBMITTAL INCLUDES DEVIATION FROM ALL WORK SHALL BE IN ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE PAINTING SPECIFICATION MANUAL AS PUBLISHED BY THE PAINTING N REQUIREMENTS OF CONTRACT DOCUMENTS. IMMFDIATF[Y INCORPORATE CORRECTIONS IN SUBMITTALS AND AND DECORATING CONTRACTORS OF AMERICA, U �, RESUBMIT SUBMITTALS FOR FURTHER REVIEW WHEN REQUESTED BY ARCHITECT/ENGINEER. APPLY ALL PAINTS IN STRICT ACCORDANCE WITH MANUFACTURER'S CAN LABEL REGARDING COVERAGE, THINNING AND DRYING TIMES. ARCHITECT/ENGINEER WILL REVIEW SLJBM17ALS FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CASE WORK: SEE ROOM FINISH SCHEDULE FOR LOCATIONS. ACCEPTABLE MANUFACTURERS & PRODUCTS: CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. CONTRACTOR'S RESPONSIBILIT) FOR DEVIATION IN 51,'BMITTALS FROM CONTRACT DOCUMENTS IS NOT RELIEVED BY ARCHITECT/ENGINEER'S REVIEW OF SUBMITTALS, DRAWN my; 13API )MB UNLESS ARCHITECT/ENGINEER GIVES WRITTEN ACCEPTANCE OF SPECIFIC DEVIATIONS. CHECKED ti. ;vj! DMSION jp: SITE WORK DMSION 15: MECHANICAL STRIP SITE OF ANY ORGANIC MATERIAL. IN AREAS OF NEW CONSTRUCTION. PROVIDE ENGINEERED FILL IN AREAS MECHANICAL' AU_ WORK SHALL BE DESIGNED IN ACCORDANCE WITH LOCAL MECHANICAL CODE, TO BE BUILT-UP, USE ON SITE MATERIAL FROM EXCAVATION, AT TRANSITION OF NEW PAVING TO EXISTING PAVING, STATE OF OREGON AND LOCAL JURISDICTION REQUIREMENTS. 6) MATCH ELEVATIONS FOR UNIFORM SURFACE, PAVING SHALL BE GRADE V ASPHALT AND 3,000 PSI CONCRETE OF SPRINKLERS: BY SEPERATE PERMIT. GOVERNING AGENT�Y: ALL WORK IN ACCORDANCE WITH. THICKNESS SHOWN ON SITE PLAN. THE LATEST ISSUE OF NEPA PAMPHLET #13II MA" 3: CONCRETE DIVISION 16: MECTRCN-/U(*MNG SEE STRUCTURAL GENERAL NOTES ALL WORK SHALL BE DESIGNED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, STATE OF OREGON OR DM" 4: MASONRY AND LOCAL JURISDICTION REQUIREMENTS. or, SEE STRUCTURAt. GENERAL NOTES PROVIDE BATTERY OPERATED BALLASTS WITHIN BASE BUILDING STANDARD LIGHTING FIXTURES THROUGHOUT THE SPACE IN ORDER TO PRODUCE EGRESS LIGHTING LEVELS AS REQUIRED BY CURRENT UBC LOCAL JURISDICTION AND OREGON STATE REQUIREMENTS. ISSUED DATE IDNISION 5: METALS PROVIDE BATTERY OPERATED LED EXIT SIGN FIXTURES TO CLEARLY INDICATE THE PATH OF EGRESS THROUGHOUT THE SPACE AS REQUIRED DESIGN: 11-30-04 BY CURRENT UBC LOCAL JURISDICTION AND OREGON STATE REQUIREMENTS. SEE STRUCTURAL. GENERAL NOTES DEVELOPMENT REVIEW- POWER REQUIREMENTS: COORDINATE REQUIREMENTS WITH OWNER FIELD VERIFY EXISTING REQUIREMENTS. 12-06-04 orv" WOW AND PLASTICS SHELL BUILDING PERMIT: SEE SIRUCTURAL GENERAL NOTES 12-29-04 r)PAWII`1--7 TITI I GENERAL NOTES w GO . 1 iviam Nt I_,.ii f BUP20o5-000m 2 of 25 0140103.01 M 010i po Injili 11011 N�1{11 LEGIBILITY STRIPit I_I I I !2 3 13 1 7 le 19 20 ly 21 2 2 2 3 2 4 2 5 2 6 2 7 P_ 0 0 ro 1 '4 1 17 pl MNL HONI 64100 0 oa 7­t177 I! 77177' r.r F r'fj tky RECEIVEC)—�- 0 G FEB 0 .4 Itll}5 23 0 CITY (ft TIGARD 73.29' BUILDING DIVISION � *- } TO REMAIN UNCHANGkD 66,43' 13.39' 49.99' 59 46' 17.58' 8 SPACES 0 7.5' EA.=60.0' 13.65' LZGEM III! 7i�-- ---- - ._ 18 hANDI ,AP PARKING STALL SS SANITARY SEWER I a)'l) , I ' t ' ./ ';,i'�,��,�:'/,i :j„ // ��/i;//j�' JI ��.,.--,- ,.•rr -,-•• -�-•-- . --••,'��ir •'......, i' - ' -- - -i -- - � --- - C COMPACT PARKING STALL STM STORM SEWER/ UNE Ex STING DW N(E) COMEST C WATER L Nt U / - DRIVE-IN DOOR � 0 0 0 � v DOCK-HIGH DOOR .• L M LIGHT POLE ('4 n G C C I C! C C z'`I r1 ' Y `na °Q 4 P / f �'' '/ 13 7 V 40 OQ ►- 14. GENERAL NOTES / ! J 14 4 SPACES 2 SPACES / 14 7.5' = 30.00' 8.5' = 17.0 • �f •� ' `' "r •* '%f; j' • ' ,! /`/ ^;�' / 1 CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START F i / '// 3 I CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. in EXISTING BUILDING i �,' EXISTING BUILDING - ' �,/f ,/. �/” ����''�! NEW AREA t T __ i. / & 275 � _FT, / 1 f ii NO WORK THIS AREA I 0 BE REMODELED .�;� ' / 13,287 0 F?' 'r� ' ' f'�/ i I' �_� t3 8.5 a^' �� TYPICAL CUR? RADIUS - 3' UNLESS NOTED OTHERWISE, 188 SQ. FT. I /! i _I w ry „".I.��•�j,:..;.. ,/�, j - - `J.2� •• i (INCLUDING 2ND I /� r;. y L �, i .� - - �- SUR I EXISTING CONDITIONS BASED ON BOUNDARY �C TOPOGRAPHIC SURVEY FLOOR �.',� � ' � =- BY A AP V YOR AT 4 04 • ••••+. �. /� ✓/. r '� / ;/ / /% .' ! �'k ,Y CONTRACTOR TO CONNECT NEW WATER, STORM AND SANITARY SERVICES LINES T ' • •* I 1 � � / � / f�/f'�/ % ' %%•� r,. E 0 EXISTING SERVICES ON SITE WITH LIKE SIZES. •"•••• I % / :� �/ �'/ / `n, Q 3 SLOPE PER CURRENT EDITION OF THE UNIFORM PLUMBING CODE. ' • M + ••••+ .- t (E i CONTRACTOR TO VERIFY LOCATIONS AND SIZE OF LINES PRIOR TO ..... i . :$::* �• •• � CONSTRUCTIONS�` �F'pR CAPACITY VERIFICATIGwN v`N�✓✓ • +, • �� • • 19 `c.; :1)71 17 S - -�- t 6 % - 2/ - 2 �$7Ff_jE) 15 KEYNOTES " •� ��++ a•i vi � - EXISTING BUIL NG - �,•„�� • TO BE DEMOLISHED /�..,/ g 11 t2 tg 89 SO FT 21 / 19 11 uD /� AU 1 CD t New LOADING ZONE. / 15 20 5 2 NEW 6" CURB. 6 �Y' ' 5 ADA / ADA �, 5 �, 6 \ 3� EXISTING CURB TO BE REMOVED AS INDICATED. - (E) (E) �, (E) Ai (E> �' (. , (E) �J E • ., /r.• 4 TING 'RASH ENCLOSURE AREA TO BE ENLARGED. REPLACE EXISTING SUD.N" GAT[ * //, w� \ XIS – /, WITH 6' O" HIGH DOUBLE SWING GATES WITH REDWOOD SLATS--SEE 6/AO.2. y r; :r. :`mac • EXISTING CURE AND LANDSCAPE AREA TO REMAIN UNCHANGED. NOT USED O -Sc4IMMERC AL � 8 O REMOVE EXISTING TRUCK DOCK PIT. NOATH (D/ EXISTING QRIVEWAY TO REMAIN UNCHANGED Sm � (9 REMOVE EXISTING PARKING STRIPES AND ADD NEW COMPACT CAN SPACES. SCALE Y w 20' �--� 1 p EXISTING SIDEWALK TO REMAIN. r n V / f 11 NEW SIDEWALK--SEE DETAIL 10/AO.1, lIJ wa=r p /,� 12 ` NEH LANDSCAPE AREA--PLANT WITH 1 CAL, COTONEASTER DEMMERI 0 36" OC--SVC' < I J *WAM MO SrYM 17AC KS L� ` 12/40.2. W 13 NEW LANDSCAPE AREA--PLANT WITH 'PRIDE OF DONARD' ESCALLONIA 4' OC--SEE �Y 12/A 14 EXTh�DED CONCRETE CURB--SEE DETAIL 9/AO,t. � COLD ,ASPHALT RETRO REFLECTIVE FILM, INLAID INTO FRESH ASPHALT 15 PEDESTRIAN CROSSWALK, ADA DETECTABLE--SEE DETAIL 4/AO.1, LL WO H ADA DETECTABLE SURFACE r 16 BIC''CLE PARKING, PRO'V'IDE 8 SPACES. (5 EXTERIOR - 3 INTERIOR) ?. Im C 17 EXISTING CURB AND SIDEWALK TO REMAIN UNCHANGEQ, U Q c 1, • r '• t 8 EXISTING LANDSCAPE AREA TO REMAIN. I 9.75" •i , . 1'-0" 3'-0� —� M • • • • : ,••�'• 19 EXISTING PARKING TO REMAIN. pn iO "' . , • •, 2p EXISTING STREET TREES TO REMAIN. �v 21 NEW ADA. STALL AND LOADING SPACE -- SEE 2/AO.2. FOR STRIPING / Y •�•+•. , L"- REQUIREMENTS. ; L ~' 022� EXISTING LIGHT POLE TO REMAIN O i INNEWwom \ma� 3 ; LOCATION OF TRANSFORMER--CONTRACTOR TO COORDINATE 0 O � N Q SURFACE FLANGE 24 � LOCATION OF GAS METER--CONTRACTOR TO COORDINATE MOUNT IN-GROUND o NOTE: PROVIDE WALL MOUNTED RACKS FOR 3 UICYCLES BY CORA BIKE RACK INC., OR APPROVED EI)LIAL 4 ADA DETECTABLE CROSSWALK BICYCLE RACK 7 WALL MOUNTED BICYCLE RACK n`-iFc.w ,) ` 'Mk' "'t' C��FC✓FD flv: JMB o. N T S. 0.2550-01 Q. N.T.S. 02580-08 0. N.T.S. DIAMOND PATI. TEXTURED SURFACE PER OSSC SEC. 1108.16 2 x-1:50 MAX 6" 8 --3 112" CONCRETE SIDEWALK • s y I 6" CURB PER PLANS W/CONTROL JOINTS 0 12'-0" O.0 MAX. (SEE PLAN FOR D' EXTRUDED CONCRETE CURB SET IN :K•:r.{.,y{v G ` •k�v:` ,� EPDXY CEMENT Ln SEE PLANS LAYOUT) SSS i' 5.50 :�:•.�.,:•;s, •.{,�r:.,,;r• .:: _ CURB - ��-- FINISH GRADE _ fi.o0 6.00' �ssue.n nA7� - _----ADA DETECTABLE 2% MAX. SLOPE DESIGN: 11-30-04 � ___--- 1% MIN. SLOPE LOADING ZONE -- CROSSWALK -.- NOTE: SIDEWALKS TO HAVE LIGHT DEVELOPMENT REVIEW: � BROOM FINISH UNLESS NOTED 12-06-04 \ 0 7 0 0 0 �, OTHERWISE. SHELL BUILDING PCRMII. SIDEWALK CURB -- n oo a `'4 oa u 9-04 ------ CURB 1:50 MAX TI PERMiT.01-18-200' 0 o 0 0 o 00 00 0 ' } } •�� o o o. a ,cA G F 0. ���, �, ;ND. REV.: 02-04-20C; ` ----DIAMOND PAT-T. ,, (10 •o b' ---- 3" CRUSHED RUCK BASE TEXTURED SURFACE PER v = CRUSHED ROCK l Nf)ER PAVING (� ,. OSSC SEC. ! 108.16 o — — I o _. — City of Tigard _`— _____t:50 MAX '��7pro ed Ran By �z Date ARCNITEC1URAl. SITE PLAN ADA DETECTABLE 6.00' --ADA DETECTABLEREVISION y F 'k- CROSSWALK t t,, CROSSWALK 1\� DIAMOND PATT. r L� TEXTURED SURFACE PER APPROVED A0 . OSSC SEC. 1108.16r u7 ADA TABLE CURB RAMP e DA DETECTABLE CURB R B RAMP EXTRUDED CURB �o SIDEWALK SECTIONi DETECTABLE t 0, 1- /2* 0. t/a" - 1'-ct'• 1/4' =_ 1'__0" �I11I11 ,ll I –.ill JOB NO: 040103.01 --- 1k.1 Ir ,; 3 oIf 25 o5-��r�orr l �.. � � a= •.an,� 1+.aw=SitYlak'� ,"''yo .,. .:rhe ,_.-... _ ._._, ._,_,-.-..._,..-. .�..•....w_. .••-^..,......� ,.,.... .. ' �*��, -.... ,a-,fes.-.--.._ - �-.�••- _. -..,,.•.„.,...,.,,..._.. , ....,,.•..- '.;,` �,' - a :,rc..,.,uta.l=swY'Pdf+...2.c.1�#7tG3Y'khY4.'bFY561W�WY - 71. ,,,, C(Q ++II1111 ilil�llll flllfill{ 11{Ilil{i 11111m 1111'1111 I111111U iIIIIUU IlUJilllllmplil IItlllill lillllllr III I I%111i+11i1�14r1iir1�lNI�l111lIIli1I111�i1111411t�111!IIRIIi Ii�IitfIH1 Ifi ; LEGIBILRY STRIP o 1 II i } 0—.1 cm O 1 1 12 13 14 6 17 18 19 20 21 22 213 24 25 28 27 28 29 3C! 1. N 1 1 i til I I OI "I f HONI Q 70L I t' r ,5 I 4 r g - ,.., :,. ,.,., 7-77 r. i ,.. ,n.. .. +.. . -. , w •;6y f EXISTING CURB AT ADA PARKING SIGN AND POST (TO MEET HANDICAP CODE REQUIREMENTS). SIGN SHALL STATE IN I" HANDICAP PARKING SIGN-- HIGH ViHITE LETTERS "PARKING BY DMV FSEE DETAIL 2/A0.2 DISABLED PERMIT ONLY. VIOLATORSt_ ---^' ��! SUBJECT TO TOWING_UNDER ORS 811.620 CUT DEPTH Tn1)I I I a D A FINE UP TOC 300 UNDER ORS NATE SEEE CHH "ART FOR DEPTH a OR I i SPECIFIC REQUIREMENTS W/ ,JURISDICTION. SLAB THICKNESS JOINT DEPTH � -1 0, I I 3 1/2" 1" Ing VAN ACCESSIBLE SIGN - SIGN SHALL 4" 1" r to r; EXISTING I I �l�f STATE IN 1" HIGH LETTERS. "VAN 4 1/2" 1 1/4" In N W HANDICAP PARKING ACCESSIBLE" 5' 1 1/4 �a. f EMBLEM TO REMAIN — CONTROL J O I N IT (C.J,) s 1/2 1 1/2 o n; • 6' 1 112" a r. INSTALL SIGN POST PER MANUFACTURER'S G ; , RECOMMENDATIONS z o c: —81.171 CONSTkUCTION SET PLASTIC BASE IN EPDXY BED PER ' RACOto—TV. 4" WIDE KING IPES i MANUFACTURER'S RECOMMENDATIONS AT I C W a PAINTED HITS--T ---- CONCRETE SIDEWALK a ~" EMBEDDED POST PER MANUFACTURER'S RECOMMENDATIONS AT PLANTER 2'-0'O• CONSTRUCTION JOINT C,S.J. _. a .,._.,_. .._..a _... __ ._._ L f•.EMOtGED LXPANGi,;N PAINTED EMBLEM ON ASPHALT � r• PAVING - TYP, AT ALL HANDICAP '� FILLER soot PARKING. PAINT WHITE. «Err« • i•rrri , • J J • ..• (� rrrrr to 00 I «rrrr. �- II'.NDICAP Q ti • to .• ,r• r"• •• FARKING EMBLEM-- `� �aV�V\ .0*000 • 00 `.EE DETAIL 2/AO.2 ` O �q�Y" �`Lk' EXPANSION JOINT (E.J.�� � �; •. ••••• 2 HANDICAP PARKING STALL 3 HANDICAP PARKING EMBLEM AND SIGN _ 4 CONCRETE SIDEWALK JOINT DETAILS O N.T.S. - -02530-04 -e---0--}•-1-1/-2"---- 1'-0" AO-4 02525-11 16'-10" FIELD VERIFY EXISTING WALT. 1 li li II I 16'-10" FIELD VERIFY 113'-6" FIELD VERIFY I I WELD 1/4" STEEL ANGLE TABS (WITH HOLES i ! FOR PADLOCK) TO STEEL FRAME. PROVIDE I I I I 8 :AO. PADLOCK AND KEYS -\ I I I I II TOP RAIL 1 NEW S" CURB-- SEE r 9/AO.1. I I I v ) t- I I i II W Li � EXISTING ENCLOSURE AND I I I I 4, 701 CUkB TO BE �n~ DEMOLISHED I I U. ,' K Y f .. • ., �! t I ! I PROVIDE 1/2" ROUND STEEL CANE BOLT ON I ONE GATE LEAF, WELD SHAFT STEEL. PIPE CHAIN LINK FENCE I z Z SLEEVE TO FRAME EMBED STRIKE STEEL PIPE WITH REDWOOD SLATS I 1 l� SLEEVE INTO CONCRETE FOOTING. V,ry Ld NOTE: --- ' , GATE CONSTRUCTION TO BE CHAIN LINK. 7 , rr nn Z u U ! _?A0.2 r - CHAIN LINK FENCE WITH SITE OBSCURING SLATS SLATS TO 6'-0" A.F.C. r 1 O Q ' e TRASH ENCLOSURE _ -- — ---___ ._. ---_ -- _-- z TRASH ENCLOSURE ELEVATION e ` _TRASH _ENCLOSURE ELEVATIONv_ � O 1/4" = 1'-0" O 1/4" - l'-O" 1/4" = V-0" < N � LANDSCAPE NOTES OW 1. ALL PLANT'S SHALL BE HEALTHY, WELL BRANCHED AND ROOTED AND TRUE 9. FIELD PLACE TREES AND SHRUBS IN LOCATIONS SHOWN ON DRAWINGS. TO SPECIES AND VARIETY, FREE FROM DISEASE, INSECT PESTS AND TAMP SUFFICIENT PREPARED SOIL MIX UNDER PLANTS Tn BRINC, ROOT DRAWN 8-f LMB WEEDS. THEY SHALL HAVE GOOD GROWTH HABIT FREE OF PHYSICAL BALL 2 INCHES ABOVE LEVEL OF FINISHED SOIL SURFACE, CHECKED e1 !➢ DISFIGUREMENT, INJURY, ABRASIONS OR 3UN SCALDS, PLANTS SHALL EQUAL OR EXCEED MEASUREMENTS IN THE PLANT LIST. 10. AFTER SETTING BALLED PLANTS, COMPLETELY REMOVE TWINE OR WIRE CC BINDING AND FOLD BUCK BURLAP FROM ONE HALF OF THE ROOT BALL. - 2. PLANT WILL CONFORM TO CURRENT REQUIREMENTS OF 'AMERIC&4 NON BIODEGRADABLE WRAPPING SHALL BE REMOVED. DO NOT PI ANT IF STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF THE ROOT BALL IS BROKEN OR CRACKED, WHEN SETTING CONTAINER 71 NFIRSERYMEN. PLANTS, CAREFULLY REMOVE POT AND SUPERFICIALLY CUT EDGE ROOTS ELSH ON THREE SIDS WITH A KNIFE. DO NOT PLANT IF THE ROOT BALL BREAKS - ALL PLANTS SHALL BE GROWN FOR THIS GENERAL LATITUDE OR SHALL BE OR LOOSENS. BACKF!LI_ THE PIT WITH SOIL MIX, 2/3 FULL, AND � t I � • ADEQUATELY CLIMATIZED. THOROUGHLY MUD--IN EACH PLANT WITH WATER. PLACE FERTILIZER TABLETS SO THAT THEY UO NOT TOUCH PLANT ROOTS. PLACE AND >f�,' OR 4. PROTECT PLANTS AT ALL TIMES DURING SHIPPING, HANDLING, STORAGE AND COMPACT SOIL_ MIX TO FINISH GRADE LEVEL. HOSE DOWN WITH FINE MIST i PLANTING FROM BREAKAGE., DESICCATION, WINDBURN, SUN DAMAGE AND TO CLEANSE LEAVES OF DEBRIS AND REMOVE TAGS. WEATHER EXTREMES. STORE PLANTS IN AN UPF"C:IT POSITION AN' ALLOW 111 SUFFICIENT VENTILATION. DO NOT PICK UP CONTAINERIZED OR PALLED 11. MULCH "-HALL BE COMMERCIAL GRADE, MEDIUM GRIND BARK APPLIED PLANTS BY STEMS OR TRUNKS. A MINIMUM OF 2 INCHES UNIFORMLY OVER ALL PLANTING AREAS. ISSUED DATE _ 5. ALL PLANTS WILL BE WELL FORMED AND POSSESS TGE'' AND ROOT GROWTH 12. PLANT TABI.ET FERTILIZERS SHALL BE AS FOLLOWS: DESIGN: 11-30-04 TYPICAL. TO THE VARIETY AND IN HEALTHY PROPORTIONS TO LACH OTHER. - TREES - 20-10-5, 21 GRAM SIZE, AT A RATE OF 6 TABLETS, DEVELOPMENT REVIEW: PLUS ONE PER FOOT OF HEIG IT UP TO 12 TABLETS MAXIMI M i / -- ALL GROUND COVER SHALL BE 12-06--04 6 CONTAINER GROWN MATERIAL SHALL HAVE ENOUGH FIBROUS R007 MASS - SHRUBS - 20-10-5, 10 GRAM SIZE, AT A RATE OF 4 DER 5 GALLON SIZE, PLANTED .4T EQUAL TRIANGULAR TO HOLD TOGETHER WHEN REMOVED FROM THE CONTAINE-9. ROOT BOUND 2 PER 1-4, GALLON SIZE. - SPACING PER ON CENTER SPACING SHELL BUILDING PERMIT:. tat MATERIAL IS UNACCEPTABLE. - GROUND COVER - 20-10--5--, 10 GRAM SIZE, AT A RATE OF ONE PER PLA14T AS SPECIFIED ON PLANTING PLAN. 12-29-04 yrs -1. PLANTING PIT: SHALL BE BACKFILLED WITH ONE-HALE EXISTING SOIL, �3. IRRIGATE WHEN NECESSARY TO AVOID DRYING OLIT OF MATERIAL AND 10 � / T.I. PERMIT:01-18-2OD5 AND ONE-HALF ORGANIC AMENDING MATER6AL APPROPRIATE FOR EACH SPECIES PROMOTE HEAL (HY GROWTH, UNTIL DATE OF FINAL APPROVAL. _ SHELL REVISIONS: BACK FILL MATERIAL SHALL. BE THOROUGHLY MIXED, NOTIFY LANDSCAPE - 1 01 -20-05 k . ARCHITECT IMMEDICTFI_Y IF AN UNUSUAL CONDIVON WHICH APPEARS 14. UNE-YEAR CORRECTION PERIOD BEGINS AT DATE OF FINAL ACCF°TANCE 4,"? �p NOTE: LOCATE GROUND COVER ONE !CALF DETRIMENTAL- TO THE NEW PLANTING, IS ENCOUNTERED. THE CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR VANDALISM, PLANTING BEDS SHALL BE 4" AMENDING MATERIAL, AND 2" EXISTING SOIL. OR IF THEFT. ATYPICAL_ WEATHER CONDITIONS OR HIDDEN PECULIARITIES OF ' OF SPECIFIED SPACING DISTANCE ----- -----. 'nK EXISTING SOIL. 15 INAPPROPRIATE REMOVE AND REPLACE WITH 2" IMPORTED TOPSOIL WORK AREA DARING THIS PERIOD. � FROM ANY CURB, SIDEWALK, OR DRAWING nr�E L fQ- ')I TF L1FTA4', 44 AND 4" OF AMENDING MATERIAL. OTHER HARD SURFACE, UNLESS OTHERWISE SPECIFIED 15. PLANT MATERIALS MUST BE IN HEALTHY CONDITION AT TNF: END OF THE Ln 8 PLANT AFTER IRFIGATION IS INSTALLED AND OP';RATIONAL. PLANT AFTER ONE CORRECTION PERIOD. REMOVE DEAD AND REJECTED MATERIAL PREPARATION OF PLANT BED AND WHEN SOIL CONDITIONS ARE SUITABLE. WITHIN FIVE DAYS OF BEING SO DIRECTED. REPLACE AS SO(:•"! S wlaui •"41 AND IN ACCORDANCE WITH LOCALLY ACCFPI'FD PRACTICE PLANTING IS POSSIBLE REPAIR, Al NO ADDED COST TC THF CHEM, ANY DAMAGE TO fit ip?Ot)g_�H)Oi NOT PERMITIED DURING THE FOLLOWING CONDITIONS: OTHER PLANTS OR TO OTHER PROPERTY CAUSED BY THE CONTRACTOR A (� fl HOT WEATHER, GREATER THAN 90 DEGREES F. DURING 3EPI_ACEMENT TO PLANT MATERIALS DURING ONTO -YEAR 4 01 2S 12WINDY WEATHER WITH VELOCITY GREATER THAN 2C MPH. CORRECTION. III • 1 4 - WET WEATHER WHEN SOILS ARE SAiURATE.D. �-•• ' COLD WEATHER WITH TEMPERATURE LESS 1HAN 32 DECREES F 16 IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN LANDSCAPE IN A � � TYPICAL GROI�h�I (/OVEA PLAlV'rN�lG DETAIL wa„y' HCALTHY AND SAFE CONDITION AFTER INSTALLATION CONTRACTOR HAS t 'f BEEN REt..EASED. - N.. Joe NO L)4U 1�),i 0 1 u1 ,_ ,.. „ ',.., . ... ,. :..,. . ., ...«,.:....:.ro..+.«.- - _.. .. ...... ... -w:.-»e�n"W..»,.,.,!+, Mr[eM! ..+�tl!.gr,.r..,. ...- ,._.q.. -..,.......,w..n...««wnm.w aiaaranayeaYp.mrtp:fes,�gPR'x `,.,, - .•-... ,. ::r.c, :,M:<:, -.. .An%-.,:.. ....vleNnY"1 ia:jcQ'.. „o-{d'fN -. riauMt'.y+l't- '. :> -. 9r i�#fR : . l Jr•.• : •, ,, .. ,. a ,. .<,. . p„ • ,.. r � t F. �+M1Wi uhm +Nwr�,r�N��++�a�kWt,- ri�tr:�'VliCii�'d�k'MI�V �.rl. � i ! I 1 1 .: :.- , ��� IIII1 f IIfINIIf if4,d,(iII,( III ti�ll1.11 lil# IIIc H, Ittl f,il� Itl! IIIE Ilkl lilrll L flli all!IIIII Illilltll IIIII111' I�i ll:l{lllllliill! t1i11111t tllllii��Irllll!+f fl+!itlll"tl'}Ii�Illilll !II �Ill�! Iti�1i {11! illlllll µ L.EI�MILLITY TRIP CFS i r# f 1 14 I 0 Li) I i 12 I 13 I I a x11111 'O 2 i �'3 �,a2'7 ' ( I f mw� s 13 1 i I I I 1 I y Jy U111r*I cot 9 26 2 lli ".l� 1 f ' I M7V i .7. w. ...,.. .... •_....,. .ry 'r _ MI I� �g 'r w. w .......... ww r• r wr w a w w rw w w ,w +� a+ �On UM wr w ++� �OM ww w- wr w w �+ m+�Om w w ww www MM Om mW ww � w MW ww w• o ` •- .— •— — -- ---'......... o wr ww wr r ww ww ` LEGEND KEYNOTES t EXISTING CMU WAIL TO REMAIN � 63'-0' 1 - r 169'-0" - - 1 ROOM NUMBER w _.-- -_-- .----.:\_- _- -_ REMODEL AREA EXISTING TO REMAIN I �. - � 1011 DOOR NUMBER--SEE A7.1 (? EXISTING CMU EXTERIOR WALL TO BE REMOVED N « 1 UDS DOWNSPOUT 0 EXISTING INTERIOR WALL 10 BE REIAOVED ODS (E) EXISTING DOWNSPOUT 4 EXISTING STOREFRONT SYSTEM TO BE REMOVED �' j a ;, ORD ROOF DRAIN �L Mn OOFD OVER FLOW DRAA � ` � �G ` NE* t2' CMU WALL D h0 " DRIVE IN OVERHEAD DOOR — s5-- -- SANITARY SEWER LINE--MIN 2% SLOPE O NEW STRUCTURAL CMU PILASTER (tX WHERE 2% IS !NFEASEABLE) L < N v 'ate_.. __. .__. __.�._» __.N_� _ _. SS I.E NEW ALUMINUM STOREFRONT SYSTEM p N SANITARY SEWER INVERT EIEvaTIGN ; rl n CO O CLEAN OUT 08 � T I "'1 �,< a o / EXIST ING FIRE RISER TO BE RELOCATEDin ! 1 I I ! i -■ + i i; i ( I (j LF LIGHT FIXTURE a j L) T O NEW 8" CMU WALL t 0 w d :�--_-L--'--='-c. -- 1 ELECTRICAL OUTLET LOCATED ON INTERIOR 8-1111. - tal- - ABOVE STOREFRONT SYSTEM EXIS ING DOCK INFILL PER STRUCTURAL ofHB+-- HOSE BIBT ,_ , EXIS INS SLAB TG BE REMOVED AND REPLANED LEYEL wITH NO WOR THIS AREA _— _ __ _ _♦ _ _ -+�-�i.tl+n�--_ +,� .- _� _ r...,,�- -�---..�.•"- - J W I WINDOW SCHEDULE--SEE SHEET + 1 a7.t c I d / ADJACENT INTERIOR LAB t 2 EXISTING CANOPY ABOVE TO BE REMOVED C.J. CONTROL JOINT 13 EXISTING STEEL COLUMN TO BE REMOVED F.O.M. FACE GF MASONRY ..— �� I NEW WALL 14 NEW STEEL COLUMN--SEE STRUCTURAL 1 , li• y I, 1 • I ' 1'F ,Iwwwr�..wawwsw ! �rsww� ' ' ' 1 -.__.—_.__ EXISTING WALL TO REMAIN 15 EXISTING STEEL COLUMN TO REMAIN , I 1 REMOVE EXISTING WALL 16/ EXISTING 6"# PWP TO BE REMOVEC 17 8" CONCRETE FILLED STEEL BOLLARD---SEE 9/A5.1 EXISTING 10' WIDE X 12' HIGH INSULATED SECTIONAL OVER ILAC, t8 DOOR TO BE RELOCATED sNEW 10' WIDE X 12' HIGH INSULATED SECTIONAL OVE9HEAD DOOR r 1 3'-0" X 7'-0" HOLLOW METAL DOOR AND FRAME DS(EL 21 2 X 6 STUD WALL TO TOP OF PARAPET - .,w ,w o•r w . wr w w w w s w ww w w w w w w w w w w w w w w w w w w_ r w w w o r w w w w w w w w w w w w r A w w w .w ww w wr w w w t� 3 112 X 25 GAUGE FURRING WALL W/ R-13 BATT INSULATION AREA OF WORK // �n FLOOR PLAN TO 10'-0" AFF. PROVIDE R-13 VINYL FACE STICK-PIN INSULATION ABOVE 10'-0" Ail 1/16" 1'-0" �— 23 ROOF HATCH PER DETAIL 11/A5.1 do 12/A5.1. NOTIFY A'/E OF ANY LOCATION ADJUSTMENTS PRIOR TO CONSTRUCTION OF :iOCF FRAMING. 3 1 5 8 7 8 9 10 11 24\ NEW CANOPY ABOVE 189'- " _ -. _ __. _ 25 EXISTING SINK AND COUNTER TO BE REMOVED _ - ^4'-0" 24`-0" 24'-0" 24'-0" 21'-0" 26 INTERIOR BIKE RACK (QUANTITY 3) 27 1-HOUR WOOD STUD WALL W/R13 BATT INSULATION--ONE 1 LAYER 5/8" TYPE 'X' GYP, BD EA FACE TO 10'-0" --ras---�— —�r-T ------�--- �- -_ .___._.©- _© 7, I I OS &606 ; i 1 ; 1 !' 6 P 9 9 It �a ;; G-- ARCHITECTURAL FLOOR 25 it i ! 3 i i ii if PLAN GENERAL NOTES W ' ' !� i' u ' ; I ; ' li t 1 ' ✓ I FIRE Ex I'INGUISHERS SHALL BE LOCATED AS 16 I „ ' I N REQUIRED BY SECTION 1002, UFC. COORDINATE Li 'i I F-1••-W• " LOCATION WITH FIRE MARSHALL, r n ' 1 I FIN. FLOOR " ` V / , FIN. FLOOR 0'-0" ASSUMED 1 i IDN<---+ 0'-6" `, OR GLAZING LOCATED WITHIN AS24"IARDCOORFSTHE NEAREST VERTICAL 7 EDGE OF A DOOR OR IN AREAS SUBJECT TO d L Z , , , I HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS ._ O .• SHALL BE TEMPERED OR 0 AN APPROVED =:::;"I F':--- - h -i, I � ; I I I �- 17 � SAFETY GLAZING MATERIAL PER SECTION 2406, U -- UBCit 1.0 W LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION I , , 3 ;� , ! II ; ; ! I 1 !I Q G 1203 OF THE UBC I , T1 ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN I I 1 �•{f-r SECTION 707, UBC FOR SMOKE DENSITY AND FLAME SPREAD. Q o 12 i ROOFING MATERIAL INDICATED ON PLANS SHALL 0 MEET ON EXCEED THE REQUIREMENTS OF SECTION N �{ 14 I ( `.r 1507, UBC. -- -- -_-___ ._.._, _ _ _ __ _ --� _ _ -- _ _ _ _ _ _ _ _ _ - ----- •-�— _ -- - r _ - - - - ---- _ - _ _ ___r _. _ A. .— _ — _ _ _ _ _ — w, ......... . ...wwr• w ... . _ ___ _ _ -_-- __-- -- -- J ----� PROVIDE SIGN STATING SHALL REMAIN LLo *DOOR °Dwl UNLOCKED DURING BUSINESS HOURS" PER �-- SECTION 1007.2.5, UBC ON ALL LOCKING i n 3 �, 3 2 r 1 20 I ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. I \ ` 2t I I I �1 1� I i I I (1028 - " o PROVIDE EXIT ILLUMINATION AND SIGNAGE PER �pn,J.r, c,. MR/JMk `-' I 1 ' li• ,1 ' i ' ' I I SECTION 1003 2.8 OF THE UBC cHr cKto Bim' JMB - -- --- M ;� iI I i I I APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND L10-2 LOCAL CODES. SPECIFICATIONS AND STANDARDS , V�/SHALL MEAN, AND ARE INTENDED TO BE, THE 6 LATEST EDITION, AMENDMENT OR REVISION OFLSN � SUCH REFERENCE STANDARD IN EFFECT AS OF �i -c: �_. _._.. _..._ .. ' �� �:_�..-_�___.�� ! i 19 Q THE DATE OF THE CONTRACT IOCUMENTS. • • 11 I .0 CONTRACTOR SHALL PROVICE ALL NECESSARY �> rt-._..3 , 1 I I 1 I - T 'v TESTING AND COORDINATE ALL REQUIRED q - -' INSPECTIONS 1/i' l I / � __ _. _ .D_... .... __ _ __--_. I! - ._.i..-_ a _-. .�:�...'�__...���_ .�.. � I ' -"��:�..__. .____ _-•_.. . ... _ _......_ _..__ _ _ _ - _ -• -- - — _ . , 1 Q 1 ALL. HARDWARE SHALL COMPLY WITH 26 co REQUIREMENTS OF THE ADA. — 2006 ( P , I ' �/ � / I I 1 w � ALL DOORS AND WINDOWS SHAH COMPLY WITH DF'JEL) MENT REv E_w': I „ APPLICABLE ENERGY CODES. I ',2-06-04 ETRE RISER 10 ~ 'ol I SHELL BUILDING PERMIT: ' ' 1 , do C _ ''' N 12-29-04 t. ��\\ 7 7 7 I 2 o _ _ �.t 24 I I A7.t 2l 7, , 7 11 r�l5 I t-4- ------------ - Ica - - �1 � i \\ - ` - - ------ �t— [DRAWING TITLE � iLp�1R P41N 5 ' os(E) ' z a a� - ► C NOTE: XAP i I SANITARY SEWER IINE SHOWN IS I 8 � 0".3'-0'� ._a -o •_.0 '-0 :�•_o '-0 3'_c, DIAGRAMATIC—CONTRACTOR TO MEET ALL � t8'-0 R.O _ 18' 0 R.O.__ _—_ 18'-0" R.O. -- - 18'-0" R.O.—__ 18'-0" R.O. 18'-0" R.O. ___ __ 18'-0" R.O. 5 -0" REQUIREMENTS SET FORTH IN THE UNIFORM AirMB 23'-8'T 24' 24'-0 24' 0" 24' TYP. .N.O 0" U ING _ _ r _ _ ---__ . _ —_ -- _ _ _.-- --- ---__ _— - 24'-0" - � -0" 24'--0" 0" U A1 . 1 i �- 1' CODE j , e ( I ENLARGED FLOO P'�AN ; 111 �� 1 �� A l►P2CHT5• 1 alae No 040103.01 � t;J , :,.,..„r ,..,... ..,.,_..,.._ ,.. .. -.... w,...,.•vTrnwc: 'vrt' .m.y+w••.•u.,...n. -an3"• .... ...Nr+.4sY) a,.V m:.:'.H at:1. . kSu.i ,n:+t' c ':Kr�.d.. 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T.O.D. 1000 NN { 11111 I ( I oNN z h h f f 11 11 II t II �� 11 11 II 11 N�00 / 11 11 II II 11 jl 11111 I I 11111 I I 1111' // f 11 ,t jj 111 1 1 li 'ii I I f/ // 1 11 Il 11 11 � 11 II •Q �4 // /e I it It 11111 1 1 II IjI I , / • If tl 11 11 I I I1 1 I „ 11 II II 11 11 I 1 1 — / 2 II 1 f „ , AS•I SIMii / f/ ii ii ii Iii I I ii Iii 11 II II /�' / II �j 11 II 11 It it It f / tl It II II 11 It 11 „ 11 II 11 II i f ff „ I„ I / r i if 1 '— • 4'—1 1 4' 11 I I • • 1 1 I • " , w , L 111„ 4'-1 1 4 1 4'-1 1 a I I 4 -1 � „ 111 -1 4 4'-1 1 ' '4'-1 1 a" -1 114- I 4 � f ;I ,, .O.D. T.0.D. ;; „ T.O.D. T.O D. T.O.D. ;� „ T.O.D. I T.O.D. T.O.D. T 0 0 i I I I 1 I I 1 1 11 „ 11 I1 11 I I — �f f 11 „ \ I I 1 11 I 1a'• f, 11 ii A li 1 1 ii�l 26'-11 1/2" 2 11111 11 1 6 Z i T.O.P. III II 11 1 I I 11 t I / fr/ I 11 „ 11IIII 111 I I . 1 1 1 1, / fill 11 „ II 1 11 1 oil 4 1 ii jj it ! li I II ,I 11 1 11 1 � I ll „ II 1 I II 1 I I a 1 f 11 I l 01 CL 1111 11 1 11 I f / f 1111 111 I I 111 I ( I 3 W f liiji iii � 11 I W // Illr tll 1111 Iltl II I _ 112n — 11 I S 11111 11 • . • , • . • w • 2• f 1111 _7 1 4'-1 1 Ili T.0.0 I 4 - 1 1 4'-1 ' ? illi —7 11� I -1 1 4'- 1 7 1/ fill 11 I 1111 r� It,l f T.O.D T.G.D. INI - T.O.D. T.0.0. Q.O.D. lul T-U D: T.O.D. T O.D. T 0,0 V I I I I I p11 I I f `1111 INI 1111 ` i +'ll Ir u o S. -- c Z � D'S O F.D. S. 0.F. S, a Ab.1 TYR O T.O.P. T.O.P. T.O.P. 112- '-3 1 W T.O.P. T,O.P. N i I.L NOATf1 ROOF PLAN GENERAL NOTES LEGEND KEYNOTES Z �? O A. ROOF SLOPE SHALL NOT BE LESS THAN 1/4" PER FOOT — TOP OF PLATE 1 LOCATE RIDGE AT JO,3T LOCATION - - SEE STRUCTURAL O PROVIDE CRICKET FOR PROPER DRAINAGE v , B. ROOF TOP UNITS AND PENETRATIONS SHOWN FOR DIAGRAMMATIC PURPOSES ///� _ ONLY-- CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION AND TOP OF DECKING O RIDGE AT STEEL GIRDER O PIPES NEED TO CLEAR WIDEFLANGE VF' O Q VERIFICATION OF EXACT LOCATIONS AND PENETRATION SIZES oRD ROOF DRAIN n - M C. FOP, ADDITIONAL INFORMATION SEE MECH. DOCUMENTS oOFD OVERFLOW DRAIN � ROOF HATCH -- SEE DETAIL. 11/A5 1 do 12/A5.! 7 3" PVC D. SEE MECHANICAL DRAWINGS FOR ROOF TOP MECHANICAL UNITS ODS DOWN SPOUT 40EXISTING LOWER ROOF TO REMAIN UNCHANGED N rrQrn� E. COORDINATE ALL PENETRATIONS INCLUDING, BUT NOT LIMITED TO, EXHAUST N V w.. FANS, PLUMBING VENTS WITH MECHANICAL ROOF DRAIN WITH � r' SCREENED COVER-- 9 SEE PIANS FOR A1, LOCATION PUSHING CHECK 9Y SMR/ Mil CHECKED Br JMB CMU WALL ---I j COUNTER FLASHING h-) �r CENTER LINE OF SCUPPER AND - / 2.. 4,. 4« 2" DOWNSPOUT _ ! �• �p� ✓ / /�__ SEALANT I -� - BUILT.-UP ROOFING ----------I TOP OF ROOF 1, tJ , OR METAL SCUPPER LINER RAIN MP R !'� F' 9 /// - _ D SU ECE E q'i BIRD SCREEN 1 � — ROUE DRAIN — 4' >, 4' MINIMUM I I 1 OVERFLOW _ rr------------------ - _ 1 1 i ROOF DRAIN WITH 1 OPENING EA!,H END I j � , �-- ROOF DRAIN 1 r---------i r_____ __; !o ssuEo c:• 1 SCREENED COVER-- , ..__ f / --� SEE PLANS FOR W/ SCREENED COVER­ SEE I , I DESIGN: 11­30­04 on ,'�I �`� i LOCATION SEE PLANS FOR ; ! , , ! Lorc,TION - .. - _ 1 DEVELOPMENT REVILO, ' f4 23'-7 1/2" / I I i i — DOWNSPOUT 2'-0' � i � � I 1 1 � 1, 12-06-04 I , —� p �__ 11 11 I SHED_ BUILDING PERMIT. OVERFLOW ROOF �____ .__ DRAIN WITH COUNTER _-,_--------- ___ r 12-29- 04 EKn3fflRFLASHING EXTEND 1" I Kmm /� OVERFLOW ROOF DRAIN i _- �__ + PAST FACE OF CMU - - f f WITH BIRD SCREEN _ -__ - —_BIRD SCREEN SCREEN 1 � - --- Th ORAW l' TITLE' do --- r ----- — NOTE: SEE DETAIL 9/A1.2 — - ,yr__ ROOF PLAN! MIN, �— DOWNSPOUT I FOR VERTICAL DIMENSIONS I M OTE: SET ENTIRL SCUPPER I r ASSEMBLY IN MASTIC I ! h � a �- 3" PVC OR CAST IRON CAST IRON PIPE A 1 • 2 ® SCUPPER CONDUCTOR HEAD AND DOWNSPOUT 10 SCUPPER AND DOWNSPOUT ELEVATION 11 ROOF DRAIN 17 ROOF DRAIN AND OVERFLOW DRAIN PLAN a 07710-01 MODIFIED 1 1/2' 1'-O' 07710-02 MODIFIED 1" = 1'-0, 1 1/2" 1'-0• Siam lI Joe Igo 040103.01 1 1/2' = t'- 0" H[TF'2cm 111uIlII r 6 li{ 25 am�s�ll y14oAllllLt"�bbvlrkl�,.7N77+,- ,.,...r. ,......... ...,..,.,• ...,...R...-.1•�IIIS +rn .m Mrim wn..+l.nkne. ..,. .._,.- ._........Awa..n._.w.._,...,......._:,.ww» ............-.r'. ,-... ,., _, - _....nw»..,..._..,,,�1Mn.....M9..WkM,At�..PMM,Nw', c.e ,y,�°�-�"�` ''�!��# �•�•N,. - yM4gy.....m,... .:'msinnl.Aa�n:.. _.. ..._ ',M.a. ,:.:.. ....,. .....,. .. s....'...�� •nw.e.;.L-«.H .„.;.:lJ,:„ +Nti..�. ..4p,n:ad1W5F$d..Y�}+Y4�e5�l4+'�D�1S6p" S1i� t F:'.r• ,. I;I IM Ilii lfil ilii Illi 111 lill'H11 illl Iili I It 111 I111 i ! 1 1 1 I + i , Cm, { � + 1 ? � i +! � 1 I III{1111 (ll.11lli' H!t{II,LII,t�llr1�1111�1 IWtflt IN111.111!!!I{+ill 111! 1111 lifi Ilfl hlll illi 11:IIIIII,I',,,III+{11r11�1 , LEGI 1 ITY STRIP j i i I III I I 14 E 17 1 2 P7 1 ” , , . . i p leaS.l an I � 10 2 3 � � • • 20 '�' 2 2 a � ^F ' ^p t , 4 �p OI NONI t 108 tprP P I $ l l .r ;. I 1 l . ` � 1 � {I I44,� 11{1� i 1 1 I4 s r#� ,,�tn,.:y1 mn.'r r v 1 ? I I {iF�' �' � ,Jr '.�J�.1�� ? a�;'vl � I- v.;• a~ a ¢p+h i ^� m' 9g' r i - Oil .. - x+ .....mr.. - r. i, ., m\ ,4 1.� N It CROWN _ _._- 4_ T.O PARAPET -- �N kph KEYNOTES CARPE S —_ �jC� ,��P�� � - o EXISTiNG SIGNAGE TO BE RELOCATED �_._ — — _ ► - �- - i--- - - --- - - FIN. V� p�� C NEW LOCATION FOR EXISTING SIGNAGE ¢ y -------------------- ---______________-________=__--______---__=-__________--___________-___________________-______________-_____-__--=--_-_______-__--______-___---- LJOR , ¢ 'SMOOTH FACE CMU -- PAINT Q O CD O SPIT FACE CMU - COLOR #2 SMOOTH CMU BLOCK, STRIKE CLEAN WITH CEMEN11T10US BLOCK 0�in 0 EXISTING WEST ELEVATION �/ SEALER, CO'vER WITH TEXCOTE TOP COAT v 2. I/16" 06 FABR C CANOPY - COLOR #4 v a 07 WALL SCONCE WITH UP & DOWN WASH OBUILDING MOUNTED LIGHT FIXTURE 'irrrrrrrrrrrirrrrrrrrrrr+� rrrrrrrrrrrrrrrrrrirrrrrrr•rsrr•riri7r•rrir• rrrrr`� O PREFINISHED SHEET METAL SCUPPER AND DOWNSPOUT, PAINT AREA WORK / COLOR SEE DETAIL 9/A1.2 + 10/A1.2 AI\ ~ O Vy O K ~'� - �'� 10 OVERFLOW SCUPPER ' - ! 26 -1 1 1 2' T.O.PARAPET 11 NEW ROOF LINE BEYOND L i, i; cx x rs ' r, 12 EXISTING ROOF LINE BEYOND .-.w:.:�L'SY:i:•'ilw.+wy.'.w.•+...-.-.wr NwrMVN•n.�.�:i'TS«:ii ,.';,{ I Ll � - 1 - Il LJ 11'1 T_ - . 13 REUSE EXISTING 1 .. " .FiAlh�t 1,. S G 0'-0" X 12'-0" SECTIONAL OVERHEAD DOOR i14 EXISTING SIGNAGE TO REMAIN 15 NEW 10'-0" X 12'-0" SECTIONAL OVERHEAD DOOR - - _ 0'-0" FIN. _ ------- _________=__---__=_-___=_______________________________ __=_-_____________-_=_______-_-_______-_-= TFt_OOR 16 3'-0" X 7'-0" H.M. DOOR -- COLOR X13 � , O `r. rrrrsrrrrrrrrrrrrirrr.� rrrrrrrrrrrrrrrrrrrrr �rrrrrrrrrir�rrirr.r: rrrrrrrrarw.r' 17 EXISTING PAINTED CMU WALL TO REMAIN 2 PROPOSED WEST ELEVATION ,8 EXISTING H,M. DOOR TO REMAIN 19 EXISTING METAL SIDING CAR CMU WALL TO REMAIN 20 NEW ALUM;`:L'M STOREFRONT WINDOW SYSTEM 19 26'-11 1L2" Q CONCRETE FILLED STEEL BOLLARD III1x1 x3 I - S LII:i:•ti l,,il�l,J'1'lxx 1,IIC ,i I t,1111Ii L I - .'LI`Z I 1 .z 1J, T.O.PARAPET� 22 NEW METAL SIDING TO MATCH EXISTING /. ,I,J I'II Ixx Ti.,x,t L Ilx,t 1.1 1 II,r�I Ifi It t, ..,.,1 •_, I i.A J LI LI rrI.,.i x I L,x� I 'rrrliii1i.-Lis _- — 1 i�_2„ 23 NEW TILE ROOF--COLOR TO BE DETERMINED T.O.PARAPET 24 PREFINISHED SHEET MEi, r)LUMN CAP -- COLOR N2 ' � ' 1 4 t',r .... t 1.1,'. IL1.a. .� 7 x �• t""T .I S Ti T 1.- 'i � x ' '7'77' 1 `J'... L'. - L 2'1S: 1 f 'I r I:. �T x x:•i , x,.i�r t�� •`'' r''"'i*TTTi'z rs: I.t z t, a, x x t z 25 TUBE STEEL KICKER--PAINT COLOR N2 ri'i`�i�i, x.r`�x-rxT:•xrtil,�l�', , , , ,1�,tiLx �,�Ir�r ix'I�:' i', ..� �'.+.J--a' rl•,.•r• r i J• r•t i' ,, r,,. ..,.J1 '�': , •.:�,7�x:r� �, Czc L�,r � .1-,rr�Exxrr ,r ��� t x.. -�'s',.t x,. .r' 's � i TS � I' z � x I. -L s :+ t '-I'�`I`�T�il�l"�'' "42t �' 1�>-x: .tr,.E.z�ts,`��,�•,r,'��iz'i� �r'r•12 ' I' �z"- i- t s' � r 26 SMOOTH HAROIPANEL (OR EOUAL), COVER WITH TEXCOTE TOP COAT - - COLOR �1 ,, .J 1.:.. -. . ''' ::h�' Yrt r r rs•lxr�-s,zrlt ,ir';s? IrI,rI sr x�' s - 4. �i,i. 4�ii I. 4 I r �t ,.T. s;.. s�x`tJG,;.,•tl- :,• 'J;,J,LJ'J r x x1i 'r 4 -x�'r r zy� y >ai L,Z ri z' z 4i FIN. —� 27 1X TRIM --- COLOR �J2 FLOOR 17 3 PROPOSED EAST ELEVATION � �- 1/16" 1'-0" W WW 2 �r 32_-7 1 2" — 23 10 7� 5 V ! , T.O. ROOF 26 27 11 g�-- 3 �/ A5.1 12 4� 2 / tOl I \ l� - 114 26'-11 112" z T.O. C, r Q r � _'s V 46RO � �� P T _ W Ty A5.1 ��, 257- 1 1 REVEAL LL. In t I_ _ -8 V J A5,1 14' ,� - , , IT S" 24 i � ' , - ,. {' - -�st-a•,y_ - - -__—sr az -_z- z:r_—�'y'��.z.-._-:z'.z= — __ r _ -- - _— U U L IIV, FLOOR"' I� T r _ i // �� 2 _ N r -r� - - \�� /// I I I //i '- D.V. WINDOWU h _l L_- . . U'-G,. - -- - - - IN. FLOOR --------------------------- -------------------------------------- •--- ------ - ------------------------- -------- ------------------- --- -- ---- ---- ------ -- ----- -- -_ . ----- -- --------'-- -- ---- - - - - ------------- --- . - - ------ ------------------------ ------ ---------- --•-----------------------------------..--------------------------------------- - ---- ----------------- --------- -- ------- ---- ------------- -- ---- -- -- - --------- ---------------- _ .. - _.. _ __ ----- - - - --------- --------------------------- � - ----------------- -------- -- - 20 3 20 -l'-4" FOOTING a ENLARGED WEST ELEVATION 2. 1 8" - 1.-o" A' V Y ,- 23 I r •� )12 2 2 wIlsl� / V 4 A5.1 11 A5.1 22 I + • SIM rf, OR li 15 Fc, 6 A5.1 13 3 12 14 - 26'-11 1/2" ' I I 70. PARAPET T.O. PAHAPEF MOND$ OF r rI�I � I 22''--S"p _ ra uNiu3 _ -I- V. G/� rROOF ' UEtiEt_OI ,I REVIEW, r�`,�t, .r. TLT_Lr-L7 I. , I - _ 17'-2" 12--06-,r; 7 - r - I I PARAPET SHELL b NG PERMIT: ,iAN Y I_LrLT � � I � I � I � � I � 1 I � i I i I � � i � � � ! I I � 1`� 1 , t, ti � - - 1 I I ' i I I I 1�. PERM!i:v i -18 -2005 _ 12 -0' I ( I I I ► ',)2-04--2005 e '� s'f SST - I T.O. Q.H. 0 I ; 1 I 1 I I END. REV I ' REV ENTRY 04-01-05 • � ! I 1 ii -i-T _ J_L. ,. .L -1 xt r } y- -7 T— - - - i 7'—�" ? -J -.t` r .r TJ 1 T.l .� _ Y i I_ .. .� J _ _ _ ,, ,,'•.,. � :t� - _,. _ r _ 7. _ -T r. 11 1 `C_I' :�1__ �- J � r��1�='T_ �- I ,. L._I�S L .., L�_I L T_•,._.r T.O. DOOR �rlC:TC L' I_'I. _.--I. 1 I _jT_ r j �- _ _r •s� � / v -- v tr .� ��� r r T:�a _x. .. . L_ W �Y �'-1~�.Z-"T3 7 " Y I_�, ., , �- � _ • r � �--_._ - �_ � -r-•i � r-- ,. , ��- _ _ '* I-IExTERIOR fLE.vATIONS L_ .L -I. �_ •'T� i..-L �.� i _L -L_�. _` 1 �T' �• O. O t�I L y —� T: rl _ Irl. 1.� rS_� 1_S _ :Z.LT s �- IN. L P`� t ix. / 1=1N, FLR. - rI `I:I 1 ,I__.u.. 1 )41. :I. , r I' �Tti ZT`t` T�7 r.L?^t ; -C `_ / ---- -------------- ---' --------------------_________-------------- -------------- ------------------------------- -------------------------------------------------------------------------------------------- - - ------ ---- ------- of Tigard - _ ---------- Approved A21 - Approved Plans ByVxI A�tn &ate � main Jt 1��w X00 Oo 5 SOUTH ELEVATION a EXISTING NORTH ELEVATION BI-IP2005-00001 S on � .2 ,/a' _ ,'-t�" 7 of 25 nFFICF. COPY s�^ ... ,..r....._..__..._,.......o-..�...._.,.,•w,.�+,,,,�xnra�aeem,,.' ... -.. .. _ _ � Mli''"�'�ls+�+�M� ,. �� ��, �M�yr ... .��� a�N, h +kw��nx,tv.. MIS ..�, :,. ,tA�,yk�!,^A,��e�'Yrrn-,.,.,.�.a...>,•IY,!tecY1',�pJ'M1"^."'vxr?FMSa"Nx.. ..awrH^.rawnp...w:r� ��„awrak+wf 'Ml+dtfs..,, .. Cf71 Inlnnl,Ittliillllllllnll iilll uI IUlllul IiulilU inlllu'I '14 ullr I111II1 IIIIiIIfI IIII li!I n illll! II11111'Ilil(1'IH illi IIIc 111 `I Illi ill 11 l II r LEGM&ITY STRIP a i 10 1 I 1 i } I NOON*, I OmM"�cm 1 2 3 9 2 3 ILII 18 II7 1�8 II9 5?IO 21 22. 23 2�4 2'5 26 27 2E! `- '3., s s , LI I I WI - HON I i1�lOZ ' i 1 �.t��l�:l�l���. ltlMl,IrM�����M�NWMn���lL4�sA,� ' ��,•�d,�,�,L�.1�i1,IJ. >���.tlr I� � ��, 4 N T 11f� �,V 5 4: V N '' --NNE qp _ 2 ` u10 J STEEL ,JOIST p W BUILT-UP ROOF OVER L N h PLYWOOD SHEAIHINC N TUBE STEEL COLUMN----ITUBE -- 3ztn OVERHEAD DOOR a "TEEL --.--_- --- - - - ----- ____._ TUBE STEEL COLUMN TU6E STEEL COLUMN - - - --- _- __� + g 00 — FIRE RISER ROOM WINDOW BEYOND — STOREFRONT I L � I aa �x BEYOND SYSTEM BEYOND !"4 " a 0 W 4 T O OPENING NEW STRUCTURE { — �12—0 SLAB ON GRADE EXISTING STRUCTURE LL FIN. FLOOR 0'-0" EAST/WEST BUILDING SECTION b —�5/8" PLYWD. NOT FOR STCRAGE 1 2X8 ® 1'-4" O.C. BRIDGE AT MID SPAN BUILT-UP ROOFING OVER PLYWOOD SHEATHING T.O.PARAPET _ -- - _. _ . .. -._.- -- -- ---__ - 8'-0.. AFF� "« 2X6 WOOD STUD ® t'-4" O.C. I _ STEEL JOIST R-19 BATT INSULATION t STEEL GIRDER EXISTING STRUCTURE TO BE it I I DEMOLISHED 5/B" UL TYPE "x' GYP. BD. _i--- - -----' _y- 9- -� / 1 _-� _--------'----- ---- TUBE STEEL r- — ___---- - -- - - ---- COLUMN I _� T r OP NIN N N IRE RISER ROOM — Y—� EXISTING .' ; a I W BEYOND CONCRETE �— STOREFRONT SYSTEM SLAB ON FIN, F OR � .___ _ _ 0 -0" FF � CL F- - - 0'-0" V) 1 2 NORTH/SOUTH BUILDING SECTION 3 WALL DETAIL @ FIRE RISER/ELECTRICAL RM Q ? Z U o � W Z 0 V) 0 o � � Q 17r4ECKEr Py' !Vf3 �2 ra,. t i CSF DESIGN: 11-30-04 DEVELOPMENT REVIEW: f tF 12-06-04 SHELL BUILDING PERMIT: ' 4 }fist 4 12-29-04 +r n� r 7qs M !.1 n!1AN,!JG T!it F: BLDG. SECTIONS r� tys p" IVIam >t (��„4 811;'2(1(15-(1011111 1� p A l')f 25 J H 140' � ')40103.01 -� NYIM , ysA... i�"t.'�r:s'au:r: v-�!!ft �pIN�Yi✓Ad -'ti9tlf►�Fe.'M�wvLrk+p�M'� "„J.S .gz±M,.s V4.::�;`RS�i.`7#'1{a .,..S:i?nP}'xYn�Wf" ({�C%. ., ,*s:,"r"i,'i ,y. ::.:,,r. rs I111111111�1111 IIII�IIII illljll I I ;� III Iat!IIN� IIi llll�llil I{II'llli !!!I�IIII '!ILII Ihlllllllll IIII !il!+l!!I 1!!I !II! 111! III! I!II II!I !!IIrIIIl�till Ifil Illlllsl! n!I'lltl II! ;III II!IIIIIIIIIilllll+lillsl!I!!!illl IIII n�! LEGIBILITY STRIP C m �mG T 2 3 a $ 7 A IO I I 12 13 Iq� 18 I7 18 i9 20 21 22 23 24 25 26 27 �6 29 3C Lrl 1 I OI b HOr41 o IOZ �• 41.1.1 i� f t K r „ , L CONT. METAL FLASHING CAP (4) 3/16" HILTISLOPE i/4" CASKETED NAIL ANC CON %CON C. ANCHORS W 1 3/4" � � 3 —ALTERNATING BLOCK COURSE �— EMBEDMEN! / o - '— _ o ,� i I� CMU BLOCK W; _ NOTE: �' BEYOND METAL SIDING TO �' e �-' 8" CMU WALL TO UNDERSIDE OF ROOF W CMU BLOCK WALL SEE DETAIL l/A5.1 FOR ADDITIONAL NOTES) t MATCH EXISTING 18 GA. TRACK OVER t5 LB FELT- i JI 0 •�. • \ + 1/2" PLYWOOD /-GRAVEL STOP EDGE FLASHING c " - TT SHEATHING M N CLEAT p 2'-0" O.C. / BUILT-UP ROOFING OVER R JL TI j PLYWOOD SHEATHING * INSUTATIGN , o CONT. P.T. WOOD TOP PLATE I ��� A 2�' 2X8 WOOD STUD WALL ( �„� - � �� ATBT CN W 2' - 4001018 0 ?'-0" 0 C. I L M°N+ r v \� C.M.0 WALL / INI �� 12" CMU WALL TO TOP OF PARAPt!SMS EA. G I v on 26 GALE GALV ZED SHEET METAL � � - 18 CA TRACK � � �g� a i 7 qD. a0 , A ♦ Vp Ftl ,, I • �\ '�u, (2) #8 SMS -- - - J i. (1) TOP do (1) -_ - - METAL SUNG— 1 4� r ; N tl ♦ '-� J11TO MATCH EXISTING- -+ R-19 6AT INSULATION BOTT. TYP. PROVIDE A MINIMUM `-'� 1 FUTURE _ ( ) #8 SMS OF 8" (...EAR FROM � 15j FELT �J CEILING 2 14'-8" A.F.F. THE TOP OF EXISTING 1 m t.' �\ PLYWOOD SHEATHING OVER T.O. OPNG ROOF TO FIRST 15W FELT- CARRY UP 1'-0" MIN WOOD STUD WALL WITH R-13� MDO PLYWQOD PAI T OVERHUNG CMU BATT INSULATION I 18 (A. TRACK j ` BLOCK. CMU BLOCK TO EXTEND TO TOP --CMU WALT_ NOT LOCATED -- OF PARAPET. ` •`� AT SIM CONDI110N ` �`--- BUILT.-UP ROOFING UP WALL ANDROOF-- REPAIR OVER TOP PLATE EXISTING ROOF ED - ----� , I REPAIR AS REQUIRED �i -1-6" A.F.F. FIBER CANT--- SEE DETAIL � 8/S4.1 FOR STRUCTURAL CONNECTION 1�-/� -- --- --- ---- I OF PARAPET AT EXISTINGL TO ROOF 1 PARAPET FLASHINGAT MU WALL 3 EXTERIOR SOFFIT @ ENTRY 4 CMU WALL TO WOOD STUD WALL C 6. 1 1/2" y t'-O" 07620-04 MODIFIED a $. 1 1/2" = 1'-0" 6. 1 1/t" = i' -0" ( ABOVE EXISTING NOKTH ROOF CNW CORNER) w _: ",t, \ „ PARAPET WALL �• � -- - ---- / �� CMU WALL ROOF PENETRATION-- TYP. �� , 15N FELT---\ / STUD WALL WHERE OCCURS ' 1 � / XT I R (E) TJI ROOF JOIST ' . ' � ( � E ER O /-- FLASHING-- TYP. CNEIN 2X SWu 'WALL / BACKER ROD AND e SEALANT / CONT. SEALANT ' CMU WALL Z - o PARAPET FLASHING AT WOOD STUD 0 2 WALL AND EXST ROOF AND CMU Q Z 12" MIN. � �c� �•' .g. 1 1/2" = 1--U" 07620-04 MODIFIED 12" MIN. � � 12" MIN. I ' U 12" CMU BLOCK WALL BEYOND 12" MIN. » / �. 4" MIN. 4 MIN. �" 8" CMU BLOCK WALL l a REGLET --SET IN SEALANT \ rr nn VI 6 ROOF PENETRATION CLEARANCES 2X6 WALL @ CMU @ EXISTING ROOF a CMU PENETRATION � O � NO SCALE 15150-02 6. 3" 1'-O" J. 3" = 1'-u" Q BACK LIT CANVAS AWNING-- COLOR T.B.D. STRUCTURE TO BE DESIGN/BUILT BY , CANOPY SUPPLIER °Q 11'-4" A.F.F. /i-- ROOF SCUTTLE DRAWN BY! 3W/JML+ (2) 2 x 6 FRAMING AT ROOF CHECKED BY; ROOFING SYSTEM OPENING ED �- ROOF HATCH WITH RIGID INSULATION �--� l EXTERIOR _ _--- ,�- 11 - - - A5 1 _ ROOF SHEATHING AND FRAMING-- 1 / ( !✓ — SEE STRUCTURAL qr��e PLM VIDN--TMp_ LOC. / _ NOTE. PROVIDE CAGE PER OSHA • 7 REQUIREMENTS FOR ALL LADDERS - ROUND 10P IN. - OVER 20'-0" HIGH ^ / ^ v� 112" x 2-112" FLA1 BAR RAIL- > '', I TYP, OF — 8" STD. STEEL - I LL BENT PLATE 8-1/2" x .3" x 3" x ------ �^ PIPE- CONCRETE 1 ISSUED C)n ' FILLED I BOLLARD r `' �� INTO 6 SOLID BLOCKING-LAG SCREWS DESIGN: 11-30-04 CL DEVELOPMENT REVIEW. 4" r, -- ---- �. _ o� - 12-06-04 WALL 9'•-0 A.F.F. -` - - BENT PLATE of Y — 3/4" DIA. PIPE RUNG- TYP. SHELL BUILDING PERMIT; FINISH FLOOR OR ,� --• L-- SOLID WOOD W . c� 12-29-04 FINISH GRADE _ -- BLOCKING ` 0 X? i , --- INTERIOR ' o 7a / - CONCRETE n -- I v cn � FIBER CANT _ /-- L 2" x 2" x 3/16" W/ 3/8" x 3" I I ' LAG SCREWS INTO SOLID BLOCKING I��AW,.�c TAT - FINISH FLOOR LE EXTERIOR DETMS I �\ '----' `--- ROOF SHEATHING 3'-0" _- �-- SUB-PLIRLIN WITH HANGER EACH I I END 2'-0" i 16 DIA --L- -- ROOF SUB-•PURLIN A5 * 1 BOLLARD DETAN �o FLASHING AT CANVAS CANOPY » ROOF HATCH 12 ROOF ACCESS LADDER @ WOOD WALL 6. 1/2» = 1._O. 10340-02 �. 1 1/2" = 1'-0" �J. 3" = 1'-0" 07720-01 5. t/n" 05515-U1 r, IVIiUfI Jl I LL.tU '/ 1311p2005-00001 JOB r,o! 040103.01 - — -- -- _ _ --- -- ----'--- 9 or 25 . „.raww.wYtle�;au'.ri- '-+� si.': -,. .....ww.a.,i1,;••:•••":_d11y"tihWfYSV .•.7J�Kkr3"ba.+itlii 411 f ( if I ILII fU! IIIl!III! INI illi III{ Illi HII°L`II 1111 III i I Illi 1 t III! f li 1111 ILII 1111 1111 II!I II11 ;I! r , : '• ,. CST' �� I � 1{ � I } "'�ll�ilt!Iliillllll Ilf��ll,i Illlliltl VIII C1II!illlliilliiltlil!I ilt!+Illllifllllf!I +I!!��Iil`11i11!II• Iltlllll IIIi�;!!!1�!!iill!II!III II11 , , O - 3 h 5 E3 �� 10 I I 12 t3 Ia 15 17 la I� 0 - ^a LEGIBILITY STRIP ( j I I r1 2_ �I 2� 2..� 2n 25 c� 2 c'8 29 3C �'J TNI"I�m .-. a OI HOW• .� OZ H B I'll If If I �j1'�IILI �; ''W iVN. t. I ace.: l �— MASONRY WALL - G HEAD CONomm DOOR SCHEDULE MASONRY WALL AT HEAD AND SILL � CONDITION �. _ _—•- N s I— TYPE OPENING DOOR FRAME ASSEMBLY >cI BACKER ROD AND SEALANT N0. TYPE WIDTH HEICHT THICK. MAT"L I FINISH MAT'L FINISH HEAD JAMB SILL HDWR FIRE RATING REMAkkS AND NOTES n p 1/4" SHIM 1 1A - 7 - -- M PR RNI H A M PR Flr i H 1 A7.1 10 A7 1A7 1 -- I�GTE '. •`,6 Q I0 h 102A - 12'-0" -- T _ ` P NNTED T PAI 1' A7. A7. -- -- - — 7 — 01 N 10 �� / 1/2" SHIM t ,� 7 - _ 1 'r HM _ PAINT HM PAI T 1 A7.1 1 A7�1 A7.1 -- NQTE 1.2.F _ a'� SOLDIER COURSE-- SEE / / 1 1 - 1 - -- T PAINT 7 PAINTIL A7 1 A7 1 -- -- -- TE @ 0 NN --- STRUCTURAL FOR REINFORCING _ `�- 1 A - 7'- _ -- ALUM R FINI h ALUM PREFINIS� 1 "A7 t 1 A7 A? 1 — -- ri01E '.,z F; m Q N N ---------'� ii// LASHING 1 A 7 -Q 1 - n �4 1/2" _ - 4 H AI T M PAINTED 1 A7 t 1 A7 1 4' 1 --- —_r_— *ETF c, '� _ _ N g O O i MASONRY WALL CLAZir4G �— , �u1 `/ NOTES; HARDWARE FUNCTiONS; � x 1. PANIC HARDWARE q a F 4 A PASSAGE LATCH G ENTRANCE OFFICE LOCK " Z. 1" SINGLE CYLINDER DEAD BOLT SCHLA„E AL105 NOI'E: HEAD do SILL CONDITION /� I 3, PROVIDE PERIMETER RUBBER SEAL AT ODOR (ALL SIDES) SCHLAGE AL50ED SIMILAR ` j 4. PROVIDE ADA COMPLIANT CLOSER B PRIVACY LOCK E STOREROOM LOCK SCHLACE AL4Q5 SCHLACE AL8f)F'O 5. PROVIDE PROVIDE ,LGN STATING: "THIS DOUR TO REMAIN I UNLOCKED DURING BUSINESS HOURS" C ENTRANCE LOCK -- HOLLOW METAL FRAME W/ ` -� 6. PROVIDE CLOSURE SCHLAGE AL53PD ADJUSTABLE TIE INTO GROUTED 7. EXISTING DOOR TO BE RELOCATED ~' CELL - GROUT FRAME PER �- ALUMINUM STOREFRONI SYSTEM 8. MANUALLY OPERATED MANUFACTURER'S ' _ RECOMMENDATIONS. 9. PROVIDE KNOX BOX --- HOLLOW METAL DOUR �-- BACKEP ROE) AND SEALANT DOOR "W" - OPENING "W"+2" M L ..► METAL TRIM W_ __ -- • 1 OPENING „W.• 1 �'- � -'y` • j STUD WALL--SLE PLANS FOR 6� LOCATION 3 1 TYP. z --`— 3 1, TYP, = I I w CL Z in OIm TEMPERCG --�I u W I— r �I TEMPERED __-N I �N 1 HOLLOW MTL. DOOR @ C14U EXT. WALL 2 ALUM. STOREFRONT DOOR @ CONC. EXT. WALL GLASS j G�sS � 7, 3" _ t'-0" (18100-U2 MODIFIED 7. 3" a 1'-0" 08360-�01 , c ALUMINUM STOREFRONT FLUSH - (C>E TIONAL QVERNEAO aD ---- OUBLE ALUMINUM STOREFRONT SCHEDULE FOR SIZE EE SCHEDULE FOR SIZE -- s DOOR TYPES T. NO SCALE NOTE ALL DOORS IN THIS DOOR TYPE ELEVATION DETAIL WHICH ARE NOT USED ARE MARKED WITH AN "X" 08001-02 M I I N FACE OF CMU WALL BEYOND STOREFRONT BEYOND / NOTE: GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF 14'-8" A.F ALUMINUM STOREFRONT DOOR _ _ -- - -- - --- �* THE NEAREST VERTICAL EDGE OF A DOOR OR IN NEAREST SUBJECT TOP OF OPNG HOLLOW METAL DOOR AND FRAME SYSTEM TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL. PER I.B.C, �. _ 11'• 5" A.F.F. _ W Ck 01' MULLION i SLOPED CONCRETE SLAB L L r SLOP,. CONCRETE SLAB /�/-- ALUMINUM THRESHOLD TO MCET ADA — ALUMINUM THRESHOLD TO MEET ADA - -- �- �•- j/ ACCESSIBILITY STANDARDS--SET IN ACCESSIBILITY STANDARDS-- SET IN ----- A , �n ONTINUOUS BED OF SEALANT BED OF SEALANTV 1 _ I 7'-1 ' A.F F. _ _ EXTERIOR WALKWAY --- EXTERIOR WALKWAY �� ,� __ ri OF MULION • 1 2 MAX ,� I •� / i .` ~`� --- — - INTERIOR FLOOR FINISH INTERIOR FLOOR FINISHEXMRIQ I o c U V 0 0 2'-1" A.F.F. - y 18'-0" R:O. `` ,1 OF MULLION 0'-0" A.F.F. z O WINDOW TYPE 'A' FIN. FLP,. 8'-0" A.F•F. INTERIO MTL. DOOR @ THRESHOLD a ALUMINUM STOREFRONT DOOR @ THRESHOLD s ------------------- -------------------- ----_ —_. --���_______--� _� -7,Q1oANF - --- - (� 6 HOLLOW _ � F. T, 3" >= 1'-0" 08100-03 7. 3" 1'-0" 08100-05 J :73 (. OF MULLION- 10 � , CnJ' C511' 3' -1' 3'-t" 5' -11' _ 18'-6" R.O. 2'-0" A.F.F. CONCRETE MASONRY UNIT �`` - — 0 B.O. OPNG WTERW __- — - 0'-0 A.F.F. I,r:nwr� qr WINUDW TYPE '6' FIN. FLR. „I ; !, E3 r 1�41f� 8'-0" A.F-.F• INSULATED OVERHEAD DOOR AND TRACK BY GLAZING ------ - -- - ---- -- 10 j MANUFACTURER �_ 1B [- �� _ T.O. OPNG r - ALUMINUM STOREFRONT j -.- - - _ -- --- -------- ------ - -- - ,,. �- j -- �� 7'-1" F.F. 'WELSH -A.--- (i OF MULLION j - --- OR 0 5'-11" 3'-1" 3' 1" 5'-1t" o 18'-0" R:O. _ _ _.?'-1" A.F.F. . OF' MULLION F DATE -- ! / I I N, L�. _L.__._--1 __ 0'-0_ A.F.F. _ Uf IUri 11-30-04 NOTE: ATTACH DOOR PER MANUFACTURERS � NOTE: HEAD CONDITION SIMILAR _ FIN. FLR. DEVELOPMENT REVIEW: REC0IAMFNDATIONS C WINDOW TYPE .�. 12--0[-04 -W- `AF.F 0 SHELL BUILDING ►'r'•kil!' T.O. OPNG 12-29--04 0(TERIOR STOREFRONT DOOR � � OF MULLION I 6'-0„ 3,_O" I� 3,-1„ c� 5'-11" 6 16 - " --------- -- - ,: .. . -- -- 18 -0 R.O. -_.--------- � —_--_. _1 A.F.F. r � / ) �_-____.-----_-_.-- � OF N'ULLION DOOR do WIN[xJW DETl4 �+ 0'-0" A.F.F. � FIN. FLR. OVERHEAD DOOR JAMB @ METAL WALL to ALUMHJM DOOR JAMB AND HEAD r WINDOW SCHEDULE � _ A7 � a blain st 1-1210 7. 3" - 1'-0" 08100-06 '/'. 1/4" - 1'-0" B13132005-(n oo I - 10 of*25 JOB X10 040103.01 _.. _.. __ _------. .... ...�_.._. - --- -... _-....—..., .,..:.....,-...a..,......,......_.,....--...."...,..,.._,_..:.�.�+r+r....—,-,,, �� wP4•+Mr« M '+.•.,.,Nv,:.e.��lrr .. _. .<„±«m.rw d. . r. iilll I111'Ilil illl Hii,HFi 1111 Ilii lilt 1111 fill ILII ;{II 111111111 •�. ",•, y,,1Jn.swur':x�t„i F LEGIBILITY STRIP C.r I I 1 ! ' ( 11111 IliI11111d111?I.IIIII11111111111.IIIiIIIIIlI11111: "yll►,,IIt IIIIIINi IIIIIIIII nIIIIIII 11111.111 IIII11 I1iI1111111111 llII11It1111t11t1111tt! I. �. T . O I'O 1 I 12 13 114 ' 116 1�7 Ih 1�9 2I0 2! 22 23 P4 2�5 26 27 29 29 -YD inm-:I om LIP 1 } t I I O�I 11 444 A 1 Ll.IJ��J L1.4M.A i 1 1.�1 I I HOh I Y I�OE {'Y Oil 1,911 moo NIS U1 .. F �T---- -----Tr—-------r,-- 11 __rI- -T 1 (E) MASONRY WALL H FURRING WALL NOT II II II I I II II II II I (� SHOWN FOR CLARITY 34'-0" L 1 II II II II 1/2" PLYW60D SHEATHIN4 `�---- _— �_— PREFINISHED SI"CLT 1 I t f l I I I w/ 1od At 6- D.C. EDGE 24'-0" METAL GUTTER 14 WOOD TRIM, WRAP NAILING AND12" 0 C HSS1Ox6x3/8" (FLAT) 4 AN DOWNSPOUT PAINTED SHEET 11 FIELD NAIUN I I CONTINUOUS OFFITMH -SEE ! I./A8,1 L ( ^� JI VENT SCRI ENED � H5S10x6x3/8" (FLAT) RIDGE LINE 3 � 2_ PROVIDE SPLASH (PLASTIC OR ETAL)-\ AB 1 PAN SET IN A8.1 ' MASTIC rI 11 12 .J (E) MASONRY WALI, BELLOW IL 4 A8,1 I E4 TIES AT E6" O.C.-- I _ 'Al " EPDXY DOWEL INTO (E)�"� • i � ` AN kkk - 'I A8.1 1/2 ACX PLYWOOD SOFFIT MAS - -DICT, Hy- f DS '-` - _ I 'D - P -FABRICATE Y 150AO ---,-1 „ ONRY *7 _. _. - __ __ _ - - _ - _. - - _ _ - _. _ - - - .-- _ - _ - _- - - S_ - o -PRE FABRICATED I l RE D EPDXY AND' 4" EMBED b+ OC \ / 9 jTRUSSES PER PLAN ( TRUSSES PER PLAN g / \ NEW MASONRY COLUMN W I -�; 8 A8.1 - — HSS 1 Ox6 PER PLAN ( )x M SONRYE WALLL (8) #6 VERTICAL •/ ' I A8.1 1 J ' _ I FULLY GRO;jT CENTER PARTIAL HT. MA ONRY �11A,. _ _, �. SOFFIT-- FRAMING � --- — 11 NOT SHOWN FORL qF COLUMN BELOW W/ SHEET METAL ;:'`•r - - - - - ---- - - - - - - - -- - CLARITY �� ---_,------- ---------------------------- ------ - DETAIL O/A8 1 A8 1 _ -U"t I PRE-FABRICATED WOOD ADDITIONAL TRUSS HSS3x3x3/16" (E) ROOF FRAMING (E) ROOF FRAMING I -- MA N JLUMN TRUSSES AT 2a" O.C. MAX.. FOR SOFFIT FRAMING (E) MASONRY WALL MASONRY COLUMN IOP CHORD DL=12PSF TO 12''-8" A.F F. BOTTOM CHORD DL=5PSF MASONRY COLUMN SL=25 PSF 6,-0" t A8.1 A8.? 1ENTRY OVERBUILD FRAMING HSS AT MASONRY COL. 3 ENTRY FRAMING a MASONRY COLUMN 8. 1/2" - 1'-0" �. 1/2" - 1'-0" 8. L5x3x 1/4"x0'-4'LLV W/ 1 x 12 WOOD TRIM, WRAP WITH PAINTED SHEET (1) 3/8"+D M.B. IN 2* TRUSS BOTTOM CHORD METAL FLASHING VERTICALLY SLOTTED HOLE HSS PER PLAN TEX COTE APPLIED TO 5/16" SMOOTH HARDIPANEL OVER 15 LB FELL• OVER TRUSS BEYOND 1/2" PLYWOOD SHEATHING W/ 6d AT 6" U.C. EDGE NAILING AND 12" O.C. R1/4" CAP PLATE--- ` •J • ! MASONRY COLUMN FIELD _12 1 1 2.• BUTT WELD TO HSS ADDITIONAL TRUSS PER PLAN �- PRE-FAB TRUSSES PER PLAN I HSS PER PLAN 6 -11 1/2" A 'r ' i HSS PER PLAN--� , ---- — - ,� r� — ;1 �� --- ` VERT EXIST;N H) SECTION A- - •I � Q. FIL V -- --- - --• - -PRE-FAB TRUSS PER PLAN V (E) MASONRY WALL BEYOND / ii EMBED ER 5/A8.1 MASONRY COLUM R 1 4"x4"x6` � / L5x3xi/4"x O'-F," w/ (4) --- ✓ 3/16 `� 2x4 VERTICAL AT 2a" O.C.--ATTACH TO/77/16#t2x1 1/2" WOOD SCREWS 25'-9 1/2" AFT. TRUSS BOTTOM CHORD W/ (3) 16d NAILSTYP 0 t 4" A --HSS PER PLAN 3/16 3 \ 2x4 HORIZONTAL--ATTACH TO VERT, 2X —W/ (2) 16d NAILS AT EA. STUD (EMASONRY WALL 4"x F" HSS BRACE PER 2/A8.1-� // W Ty - t" MAX 2x6 LEDGER--ATTACH TO VERT. 2x -`--' —J\/--"'-'� L �y / 3/16 I / f NON-SHRINK I FRY REGLET FASCIA LL / W, (2) 16d NAILS AT EA. STUD \ .�' GROUT HSS BRACE PER 2/A8.1- � J CORNER MOLDING { I I I`OR EQUAL)--TYP, - -HSS 3x3x3/16" BRACE \� I ..NOTE. SHIM BETWEEN ANGLE _A3/16 -- 14 - 1 1/2" A.F.F. _ — ___ _ -- _ AND FACE OF TRUSS TO1" MAX NON-S',RINK�" RI/2"x6"xt'-4" W/ (2) 2x4 VERTICAL AT 24" O.C.-- CENTER KICKER ON FACEGROUT -HSS BRACE OF COLUMN. •- jj .. �3/4'm EF;X`! ANCHORS ATTACH W/ (3) 16d NAILS EA. END-i� - -- • � • ROOFING ANO SOFFIT NOT ' ` �{ O It/2"x6"x12" W/ (2) W/ HILTI I^Y-150 EPDXY 23 -5 A.F.F. . <R.3 8"r.10"x4" - -- SHOWN FOR CLARITY.3/4"0 ANCHOR BOLTS-• AND t" EMBED / �- - 2x P,1. LEDGER W/ ''`1/2"0 x6 W/ 6" EMBED t 1/2 1 _1" t t!2" - 2.46 AT 24" O.C. SOFFIT FRAMING W/ 1/2"a EPDXY ANCHORS PO �-- W SIMPSON JB HANGERS EA. END / W/ HILTI HY-150 EPDXY "_ `CONNECTION N AND 4" EMBED AT 32" O C `CONNECTION PER 6/A8.1 ♦ ♦ , 2x4 AT 24" O.0 SOFFIT FRAMING W/ -`HARDIPANEL VENTED SOFFIT - Z o SIMPSON J8 HANGERS AT WA _ S �-- � lL (OR EQUAL)- IN.,fALL PER - a MANUF. RECOMMENDATIONS NEW MASONRY COLUMNJ (E) MASON WALL �c�c s MIN" DETAIL A HSS AT MASONRY COLUMN/WALL a HSS BRACE CONNECTIONS r SOFFIT FRAMING a HSS BRACE CONNECTIONS O 8. Q C� N 0 • (E) MASONRY WALL PREFINISHED SHEET PREFINISHED SHEET f NEW MASONRY COLUMN PER 4/A8 t FURRING WALL NOT METAL GUTTER WITH J EPDXY DOWEL VERTICAL REIN''. DOWNSPOUT METAL GUTTER WITH TILE ROOF TILE ROOF DOWNSPOUT INTO (E) FOOLING W/ HILTI SHOWN FOR CLARITY PLYWOOD SHEATHING -LAP FLASHING OVER PLYWOOD SHEATHING ftLAPFLASHING OVER - - HY-150 EPDXY AND 5" EMBED I 1x8 WOOD TRIM GUTTER--SET IN 1x8 WOOD TRIM CUTTER--SET IN PA ' PREFINISHED SHEET METAL FLASHING, MASTIC MASTIC SOLDER JOINTS AS REQUIRED OVER PREFINISI"ED SHEET I 1 2" PLYWOOD SHEATHINGMETAL / � � ` FLASHING ( ( 1 1" i / ON EXISTING CMU WALL T rr 1 (. - • - _ I BUILDING - �� MASONRY BEYOND Q! .,-�' - ��....-) `• � l✓ 4. 1/4" SAW CUT -- FILL W/ _ --'—'- � - _ _ • • HARDENING SEALANT UR �' • CONTINUOUS PF;LET - ------------' ---------- Of Q SET 114 MAiTIC--� � ` 1 ;MU Wo,LL � P.T. 1 xa W P F' AT 1D.C. r DESIGN - -- / PDF'S 6 9" 4 1 4" 12-06-04 FASCIA WRAP W;TH SHELL BUILDING PERMIT. I ------------ -- - SHEET METAL FLASHING 12-29•-04 T I. PERMIT 0' -18-200`.; I • ( - ►ND RE 04--04-200' REV. ENI, r, �J4-'U1-O5 NOTE: AT SIM CONDITION -TRUSS BEYOND TRUSS BEYOND 1 ADJUST SLOPE OF FLASHING EDGE OF (E) I-TG I AS REQUIRED \' I ENTRY FkAMING l_ - - _.. - _ - - - - - - - _ - _ _ - - _ - - - - - _ _ _. .J -- -- 1 X OR CUT HARDIPANEL, WRAP WITH NEW FOOTING W/ (2) N`' LONG AND #4 - 1 (1) #4 IN BOND BEAM AT 24` 0 ` PAINTED SHEET METAL FLASHING, F E) F�iG + - I AT AT EXISTING CMU WALL AT 12" TRANS.-FAhIS --MATCH DEPTH 0 ( , � EPDXY DOWEL INTO (E) \ EPDXY DOWEL TRANS RFINF INTO (E) MASONRY W/ HILTI HY-150 TERMINATE FOOTING DOW W/ HILTI F1Y-150 EPDXY \ TRUSS 1/?" ACX PLYWOOD SOFFIT \ EPDXY AND 4" EMBED `HARDIPANEL OVER SOFFIT FRAMING til`�In tit ')ZZ31) A AND 4" EMBED PARTIAL H+ MASONRY COLUMN /►L]1 I fi11I'?OUS-1111t11I} 8 PARTIAL HT MASONRY WRnP w/ N4 AT,s" o.c. 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"w .& u. ,r, ,• .-< , ;;.:, „,. ,, R r +.Tel, ..,. ,." .•S ..... .:. ':. .:' :. ;. .. :: ... .. -.. _. , N, t A L U N STRUCTURAL GENERAL NOTES W CODE _METALS STEEL JOISTS AND JOIST GIRDERS 2004 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2004 1 M SCELLANEOUS STRUCTURAL STEEL TO BE A51M A.36, FY=36 KSI, UNLESS NOTED 1 ALL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED ;N ACCORDANCE WITH M n OTHERWISE. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE STEEL JOIST � t DESIGN CRfTERIA INST''UTE. ALL WELDING PER STEEL JOIST INSTITUTE (SJI) STANDARDS. rn N 2 STRUCTURAL STEEL SEAMS TO 9E ASTM 992, FY:50 KSI, UNLESS NOTED COMPLIANCE WITH SJI STANDARDS MAY BE WAIVED IF ALL WELDS ARE INSPECTED 11) SG - OTHLRWISE BY AN INDEPENDENT TESTING LAB. ( t 0 2500 °SF ALLOWABLE (PER GEOTECHNICAL REPORT BY 3 TUBES TO BE ASTM A500, FY=46 KSI, PIPES ASTM A501, FY=36 KSI 2. JOIST SIZES INDICATED ON PLANS ARE MINIMUMS. JOIST MANUFACTURER SHALL ARLSON TESTING DATED 02/03/05) 1 4 BOLTS TO BE ASTM A325, UNLESS NOTED OTH;Ru'SE• DESIGN AND SUBMIT CALCULATIONS AND DRAWINGS SEALED BY A STRUCTURAL ENGINEER N U; REG STERE D IN THE STATE OF OREGON FOR ALL JOISTS. ROOF LOADS: 5 WELDING TO BE BY CERTIFIED WELDERS USING E70xx ELECTRODES IN ACCORDANCE JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS AND DRAWINGS SEALED BY A DEAD, NEW ROGi DEAD = 17 PSF WITH AWS STANDARDS, CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON FOR ALL * 01J4 DEAD, EXISTING ROOF DEAD a 17 PSFJOIST GIRDERS CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER 4 a i- 4 SNOW: BASE - 25 PSF 6. ALL STEEL TO HAVE SHOP COAT. REQUIREMENTS. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO GROUND - 15 PSF 7 STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO SPAN/240 (ROOF) AND SPAN 360 (FLOOR). TOTAL LOAD DEFLECTICNS SHALL BE FABRICATION. LIMITED TO SPAN/180 (ROOF), & SPAN/2410 (FLOOR) ALL JOISTS AND JOIST GIRDERS AT ROOF' PARAMETERS THE ROOT- SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD, MANUFACTURER Cc = 0.7, Cr = 1.0, Is = 1.0 8 LTEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB Pr = 10.5 PSF t D►RIF-TING, 25 PSF MIN 9 BRACING RODS TO BE INSTALLED TAUT, ONE STANDARD TURNBUCKLE PER ROD' MAY SIZES ACCORDINGLY, BUT SHALL NOT ALTER THE DEPTH OF JOISTS. WIND LOADS, BE USED (344 WIND SPEED (3 SECOND GUST) =: '�0 MPH 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW WIND PARAMETERS: 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC PRIOR TO MANUFACTURE. SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE 1w - 1.0, KI = 0.70, Kn = 1.0, KD = 0.85 HANDBOOK, DETAILS OF ANY OPTIONAL FIELD SPLICES AND OF HIGH STRENGTH BOLTS, IF EXPOSURE CATEGORY = Bc r COMPLETE PENETRATION WELDS ARE UTILIZED, CONTRACTOR SHALL RETAIN AN ••'• 1 1 ALL EXPANSION BOLTS SHALL BE "�IMP�ON WEDGE-ALL" ANCHORS OR APPROVED EQUAL � ;.,..; LOW RISE BUILDING WITH I C.8 0. RATING FOR MATERIAL INTO WHICH ;NSTAI_LATION TAKES PLACE. INDEPENDENT TESTING LAB TO CERTIFY COMPLIANCE WITH A.I.S.C. AND AWS .. .. INTERNAL PRESSURE G(> - 10 18 SPECIFICATIONS RESPECTIVELY. :..:.. COMPONENT AND CLADUINC; 12 ALL ADHESIVE ANCHORS TO bF ASTM A36 W/ "SIMPSON- BRAND ET ADHESIVE. 4. ALL CONCENTRATED LOADS TO STEEL JOISTS SHALL OCCUR WITHIN 6" OF A PANEL •... . Puion = -18 PSF, PwINw t, = 24 F")f POINT. "..:.EARTHQUAKE 13. ALL REFERENCE 10 HEADED STUDS SHALL INDICATE. AUTOMATIC WELDED HEADED ( .NELSON OR EQUIVALENT • .• SEISMIC PARAMETERS STUDS ) ••:• ' It = 1.0, SEI MIC USE GROUP = I 1 ;•�••' MAPPED: Ss = 106, SI - 37 :..,.. DESIGN , Sm - 0 755, SsI - 0.41 GENERAL SEISMIC DESIGN CATEGORY j o CARPENTRY FORCE RESISTING SYSTEMS 1. THE CONIRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE BUILDING SHELL 1 ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. WORTH SOUTH DIRECTION R OMEGA Cc THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE MASONRY SHEAR WALL 5 2.5 35 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2004 TABLE 2304,9.1 STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT EAST WEST DIRECTION UNLESS NOTED OTHERWISE, BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, MASONRY SHEAR WALL 5 25 3.5 3 ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND GR EQUIVALENT ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION DESIGN R = 5 SEISMIC RESPONSE COEFFICIENT: Cs - U 150 SPECIFICALLY APPROVED BY ENGINEER. OF THE ABOVE ITEMS. DESIGN BASE SHEAR: 206.5K (BUILDING SHELL) 4. LUMBER GRADES, 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL. DIMENSIONS WITH DESIGNED WITH EOIJNALENT LATERAL FORCE PROCEDURE -GLULAM BEAMS, 24F -V8 AT CANTILEVER AND 24F-V4 AT DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH OTHER CONDITIONS; A/E. -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE DF#2 OR BETTER; 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE 07 ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. TREATED. 5. PLYWOOD: 4, WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH -FLOOR SHEATHING 3/4" APA INDEX 48 24, EXPOSURE 1; STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. -ROOF SHEATHING 5/ " APA INDEX 40/20, EXPOSURE 1; 5. ESTABLISH AND VERIFY ALI. OPENINGS AND INSERTS FOR ARCHITECTURAL, -WALL. SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS -NAIL AS SHOWN ON FRAMING PLANS. AND SUBCONTRACTORS PRIOR TO CONSTRUCTION, FOUNDATION 6 DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. V) �-- 6. OPTIONS ARE. FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR 1. FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL FREE OF ORGAN'C MATTER, 7• DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINAT: W OR ON ENGINEERED FILL- AS PER GEOTECHNICAL REPORT APPROVAL OF ARCHITECT/ENGINEER. DOUBLE. UP FLOOR JOISTS UNDER PARTITIONS, ALL DETAILS. W PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND 7. WHERE AN) DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL " UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT STRUCTURAL NOTEci AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL OF BEARING STUD WALLS. GOVERN. CL r n _CONCRETE 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW V 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 1 SLABS 3000 PSI MASONRY STATE OF OREGON. WALLS 4000 PSI '!3 < Z Z 9 ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL LIKE CONDI110NS _ 0 2 CONCRLIE 10 HAVE MAXIMUM WATER CEMENT RATIOS PER ACI 318 TABLE 5.4 1. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 THEOEORMTAXIMUMSOM.AYHBEBEXCE DED IFS15 OF OTES 1RElENCE CORDSAPEROSECT�'!AL ON MIXTURES). GRADE N, TYPE 1, F'M = 1,500 PSI, RUNNING BOND. SHOP DRAWINGS OF ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE) ARE SUBMITTED TO AND APPROVED BY THE ENGINEER. 2. ALL MORTAR TO BE TYPE S, 2,000 PSI. SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: W 3. MAXIMUM SLUMP 4• PLUS OR MINUS 1". 3. ALL GROUT TO BE 3,000 PSI. A/ 4, SAWCUT CONTROL. JOINTS 1/4 SLAB DEPTH, 4. CMU WALL_ REINFORCING TO BE AS FOLLOWS: 1. REINFORCING STEEL O 2. STRUCTURAL AND MISCELLANEOUS STEEL. INCLUDING WELD INSERTS AND ANCHORS 5. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH - VERTICAL_ REINFORCING,: ,n UBC SECTION 1701. 3. STEEL JOISTS v , 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON IN CENTER OF GROUTED CELL AT CENTER OF WALL, CONTINUOUS FULL GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. HEIGHT OF WALL WITH (2) 05 AT ALL CORNERS, INTERSECTIONS, WALL 0 1 ENDS, BEAM BEARING, JAMBS AND EACH SIDE OF CONTROL JOINTS AND 0 0 7. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. AT INTERVALS NOT TO EXCEED 32' O.C. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE 48 BAR DIAMETERS FOR GRADE 60 BARS, STRUCTURAL OBSERVATIONS M Q 8, UNLESS NOTED OTHERWISE CN DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS ----- � N BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED TO MATCH VERTICAL WALL OR COLUMN REINFORCING. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION ^' AREA DOES NOT EXCEED 400 SQUARE FEET. - HORIZONTAL REINFORCING: 48 HOURS PRIOR 10 COVERING UP THE FOLLOWING. l y "- 1, FOOTING REINFORCING F•- (2) Ifs IN MINIMUM 8" GROUTED CONTINUOS BOND BEAM AT ROOF, AND 2. MASONRY WALL REINFORCING r REINFORCING ELEVATED FLOOR LINES AT TOP AND BOTTOM OF WALL AND AT SPACING 3. DIAPHRAGM NAILING do ANCHORAGE NOT TO EXCEED 4'-0" O.C. VERTICAL. PLACE THESE BARS CONTINUOUS THROUGH CONTROL JOINT. WRAP MASTIC TAPE FOR 1'-6" EACH SIDE OF 1 DEFORMED BARS ASTM A615, GRADE 60. N'LDED BARS ASTM A'106, GRADE 60, WELDED CONTROL JOINT, PROVIDE BENT BARS, TO MATCH HORIZONTAL BOND DRANK By: SMR/JMU WIRE FABRIC PER ASTM A1d5, WIRE PER ASTM A82. BEAM REINFORCING, AT CORNERS AND WALL INTERSECTIONS TO MAINTAIN Ck f ✓rr I1,1p BOND BEAM CONTINUITY, VAP SPLICES SHALL BE 48 BAR DIAMETERS 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES, FOR GRADE 60 BARS. STAGGER ALTERNATE SPLICES A MINIMUM IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES !N COLUMNS SHALL BE STANDARD OF 40 BAR DIAMETERS ����'P��FFj' COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318 V� ♦a T Haj► `r�0 4 STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN r. WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF Z E75 CROSS WIRF S PLUS 2 INCHES OReGON ✓�h `J�� 3. PROVIDE BENT CORNER BARS 1U MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. PFINFORCING BAR SPAC;NGS GIVEN ARE A .�O MAXIMUM ON CENTERS. ALL BARS PFR CRSI SPECIFICATIONS AND aANOBOOK. DOWEL ALL VERTICAL REINFOIFCING TO FOHNDATION. SECURE!y Ti ALL BARS IN LOCATION BEFORE EXPIRES: 6 30 06 PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD i COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 31M. 4. CLEAR CONCRETE COVERAGES AS FOL_OWS: L! I .N. 11-30-04`� DEVELOPMENT REVIEW: CAST AGAINST Ac PERMANENTLY EXPOSED TO EARTH --------------3" EXPOSED TO EARTH OR WEATHER 1).-06-04 6 OR LARGER - -----------------------2" SHELL BUILDING PERMIT- 5 OR SMALLER --------------------1 1/2" 1 ?-29-04 COLUMNS (TO TIES) -------------------1 1/2 BEAMS (10 STIRRUPS; ------•----------1 1/2" T.I. PFRMIT:01-18-2005 ALL OTHERS PER LATEST EDITION OF ACI 318 FND, REV.: 02-04-7005 1 ILTi F STRUCTURAL NOTES 41 ,p ,T ' M 'I 0 * 1 � ... = IIin St 12231) J112005 J112005-00001 1 4 010.. .0 , 2 ttf 25 -a I -, 040103.01 ' / e --- - _ , '. i !i 'i 1111 ILLI III! II11 Ilil Illi 11!1 ILII 1111 Lill I ! I i t fill LEGIBILITY STRIP " I I I I ( I I I f 1 ' I I^ ( f ' I I I I I I !� i ! 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FOUNDAIIION NOTES: LEGEND KEYNOTES EXPIRES: 6 3076 FOOTING SCHEDULE ISSUED DA1! • SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, 5" CONCRETE SLAB ON ()' CRUSHED ROCK AND OTHER FLOOR DEPRESSIONS NOT SHOWN. 0 WITH #4 0 20" O.C. E.W. DESIGN: 11-30-04 • t F.C.M. FACE OF MASONRY DEVELOPMENT REVIEW SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVAi,ONS, AND MARK WIDTH LENGTH DEPTH REINFORCING NOTE 2� EXISTING SLAB TO REMAIN 17.-06-04 WALLS NOT SHOWN. CJ CONTROL./CONSTRUTION JOINT A ' SEC SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT 7'-6" 7"-6" 1'-6" (8) �j5 EA WAY_ 3 SHELL BUILDING PERMIT:COLUMN BLOCKOUT -- SEE DETAIL 3/ 4.1 12-29-04 REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND f D CONCRETE FOOTING­ 10'-0" 30"-0" 2'-0" (10) #6 LONG BOTT. (10) #5 LONG TOP FILL PLACEMENT REQUIREMENTS. LTJ SEE SCHEDULE THIS SHEET #4 TIES AT 12" O.C. CONTROL/CONSTRUCTION JOINTS 0 25'--0" MAX. 0 RATIO`:-) T.I. PFRMIT:01-18--2005 ` • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH -- - -- _ 1 FND. REV.: 02-04-2005 ARCHITECTURAL DRAWINGSCMU WALL D 4'-0" CONT. 1'-6" O N.T.E. 2'1 AND nL5 SQ.FT,--SEE DETAILS 154.1 AND 2S4 1 / /(5) M6 LONG BOTT. (5) N5 LONG TOP C5� . �Tm-r- NEW 12"xl'-4" MASONRY PIER --SEE DETAIL 11/53.1 #4 AT 12" O.0 TRANS TOP AND BOTT 6 r] - 7'-0" CONT. 1'-6" (1) /6 LONG BOTT. (7) NS LONG TOP NEW 8" MASONRY WALL. --SEE DETAIL 8/S3.1 npAwlrac tlt,e` #5 AT 12" O.C. TRANS TOP AND 807FOl1IXt10N Ply ! NEW STUD WALL 2x6 AT 24" O.C. W/ 1/2" PLYWOOD !� LLD 3'-6" CONT. 1'-4" (6) N6 LONG BOTT. (6) N4 LONG TOP �7�� SHEATHING W/ 10d AT 6" O.C. #4 AT 12" O.C. TRANS TOP ANG BOTT (, 8 � EDGE OF NEW SLAB F� 2'-6" CONT. 1'-4" (5) #5 LONG - \-J I y _ `� © 2'--0" CONT. 1'-2" (3) 05 LCNG sl '01 H 5'-0" 5'-D" 1'-4" — (6) N5 EA WAY I __j Main tit 111+U 1) RUN WALL- FOOTING REINF. CONTINUOUS THROUGH FOOTING 13111'2005-00001 13 ol'25 JOEL rao 040103.01 C . rt. 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OR MATERIAL SAMPLING AND TESTING REQUIREMENTS, ®n GRADING, EXCAVATION k FILL _ 8Y GEOTECHNICAL ENGINEER REFER TO THE MATERIAL SAMPLING AND T�STINC SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL (4 FINAL FOUNDATION PREPARATION NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION Il r m 1" 8Y GEOTECHNICAL ENGINEER 7 M N 0 - - REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH TENSION BARS COMP. BARS In - FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. < 0 0 CONCRETE SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS, f'C - 3,000 PSI f'e a 4.006 PSI f'c - 5,000 PSI f'c M NN 1 INSPECTION OF REINFORCING STEEL, INCLUDING - X AC' 318: 3.5, 7.1-7.7 (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER REGULAR TOP REGIu, RTOP REGULARTOP '1 N a o 0 PRESTRESSING TENDONS, AND PLACEMENT. ' _ _Y _- 2004 OSSC 1704.2.2 BAR SIZE CLASS CLASS CL:SS CLASS CLASS CLASS ENCLOSED �"' in In 2) REINFORCING WELDING--SEE STRUCTURAL STEEL - - SECTION BELOW (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING GR 8 8 8 8 8 8 OPEN WITH TIES d IT IT w Q THE WORK REQUIRING SPECIAL INSPECTION (2004 OSSC 1704). PERIODIC SPECIAL INSPECTION MEANS THAT THE - 6. 3) INSPECT BOLTS TO BE INSTALLED IN CONCRETE x - SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING /3 1 0 22" 1 28" 19" I 24" r _ PRIOR TO AND DURING PLACEMENT OF CONCRETE SPECIAL INSPECTION IS IN COMPLIANCE. WHERE ALLOWABLE LOADS HAVE BEEN INCREASED _ /4 60 29" 37" 33" 4) VERIFYING USE OF REQUIRED DESIGN MIX - X AC 318: CH, a, 5 2-5.4 _ �- (4.) ALL 'MELDS SHALL BE VISUALLY INSPECTED. 2` 2'' 29" 5) AT THE TIME FRESH CONCRETE IS SlMPLED TO x - ASTM C172 (5,) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. #5 60 31 " 47" "1" 40" 28" 36" FABRICATE.. SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 .6" SLUMP AND AIR CONTENT TESTS, AND DETERMINE I ACI 318: 5.6, 5.8 (6.) PERIODIC SPECIAL INSPECTION 15 ONLY REQUIRED FOR WELDING OF AS1M A 706 REINFORCING STEEL NOT GREATER /6 60 43" 56" 37" 48" 34" 43" }9" THE TEMPERATURE OF THE CONCRETE THAN NO.5 USED FOR EMBEUMENTS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS - ARE VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS: AND A VISUAL r7 6C b3' 81' " a9" 63" 27" 22" FOR PROPER APPLICATION_TECHNIQUES 6) INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT x - ACI 318: 5.9, 5.10 INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDING. 7) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X ACI 318: 5.11-5.13 i- - " (7.) TURN OF THE NUT METHOD #8 60 71" 93 62" I 81' 56" 72" 30" 25" TEMPERATURE AND TECHNIQUES_ 8) INSPECTION OF PRECAST C'INCRETE: #9 60 81" 105" 70" 91" 63" 81" 34" 29'• A. APPLICATION OF PRF`j RESSING FORCES x - ACI 318: 18,20 B GROUTING OF BONDED PRESTRESSING TENDONS ! x - ACI 318: 18.18.4 /10 60 91" 118" 79" 102" 71" 92" 39" 32" N THE SEISMIC-FORCE-RESISTING SYSTEM' X ACI 318: CH. 16 _ X11 60 101" 131" 87" 113" 78" 1C2" 43" 1 ERECTION OF PRECAST CONCRETE MEMBERS - '=w 10)VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED - X ACI 318: 6.2 NOTES: 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE AND PRIOR TO REMOVAL OF SHORES AND CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT FORMS FROM BEAM AND STRUCTURAL SLABS _ _ 2. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS 11 EPDXY ANCHOR PLACEMENT x SHALL BE CLASS "B" TENSION LAP SPLICES AND LAP SPLICES IN CONCRETE COLUMNS 12 EXPANSION ANCHOR PLACEMENT _ - X SHALL BE COMPRESSION LAP SPLICES 3. ALL REINFORCiNG SHALL BE UNCOATED, RE IFORCE0 STRUCTURAL MASMRY REFERENCE FOR CRITERIA 4. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND 1A AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING ACI 530.1 ACI 530/ ASCE 5 CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING SHALL BE VERIFIED TO_ENSURE_COMPLIANCE _ ASCE 6 TMS 602 TMS 402 LESS THAN THIS INCREASE LAP LENGTH BY 50 X. -- 5. N NO BUNDLED BARS, A. PROPORTIONS OF SITE-PREPARED MORTAR - X ART, 2.6A 6. ALL CONCRETE SHALL ESE NORMAL WEIGHT AGGREGATE. B CONSTRUCTION OF MORTER JOINTS - x ART. 3.3B C. LOCATION OF REINFORCEMENT AND CONNECTORS - X ART, 3.4, 3,6A STRUCTURAL ABBREVIATIONS D PRESTRESSING TECHNIQUE - X ART, 3.68 E. GRADE AND SIZE OF PRESTRESSING TENDONS - X ART, 2.4B, 2AH ABOVE ABS. LATERAL LAT AND ANCHORAGES ALTERNATE ALT. LOCATIONS LOC. AMERICAN CONCRETE A.C !. 2 THE INSPECTION PRUGRAM SHALL VERIFY: I I _ INSTITUTE MASONRY MAS. A. SIZE AND LOCATIONS OF STRUCTURAL ELEMENTS - X ART. 3.3C I AMERICAN INSTITUTE OF A.1,S C MAXIMUM MAX B. TYPE, SIZE, AND LOCATION OF ANCHORS, X SEC. 1.2,2(E), STEEL CONSTRUCTION METAL MTL. INCLUDING OTHER DETAILS OF ANCHORAGE OF 2.1.4, 3.1.6 AMERICAN SOCIETY OF A.S.T.M. MANUFACTURER MFG MASONRY TO STRUCTURAL MEMBERS, FRAMES TESTING AND MATERIAL MINIMUM MIN. OR OTHER CONSTRUCTION �- ARCHITECTURAL ARCH. MOMENT OF INERTIA I _ ARCHITECTURALLY EXPOSED HESS. V- 1 C. SPECIFIED SIZE, GRADE do TYPE OF REINFORCEMENT - i X ART. 2.4, 3.4 SEC. 1.12 STRUCTURAL STEEL NUMBER NO. D WELDING OF REINFORCING BARS x - SEC. 2.1.10.6.2, 3.2.3.4(B) E. PROTECTION OF MASONRY DURING COLD WEATHER - X ART, 1.8C, 1.81D SEAM BM ON CENTER 0 BELOW BTW. OPENING OP TEMP < 40'F) OR HOT WEATHER (TEMP > 90'F BETWEEN BTWN, OPPOSITE DFP.P. F. APPLICATION AND MEASUREMENT OF - X ART, 3,68 PRESTRESSING FORCE BOTTOM BOT. OUTSIDE DIAMETER O.D. � BUILDING BLDG, OPEN wEB JOIST O.W.J. 3) PRIOR TO CROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE' _ _ CENTER LINE i PANELS PNLS < L 7 Z A. GROUT SPACE IS CLEAN - - X ART, 3,2D CLEAR CLR. PENETi ATIONS PEN. B. PLACEMENT OF REINF. AND CONNECTORS AND - X ART. 3.4 SEC. 1.12 COLUMN COL. PLATE It - ' CONCRETECONC. POUNDS PER CUBIC FOOT P.C,F. O PRESTRESSING TENDONS AND ANCHORAGES CONNECTION CONN. POUNDS PER SQUARE FOOT P.S.F. U C PROPORTIONS OF SITE-PREPARED GROUT AND - X ART. 2.68 CONSTRUCTION CONSTR, POUNDS PER SQUARE INCH P S.I. PRESTRESSING GROUT FOR BONDED TENDONS _ CONTINUOUS CONT. POWDER DRIVEN FASTENERS P.D.F D. CONSTRUCTION OF MORTAR JOINTS - X ART, 3.3B 4) GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE X - ART, 3.5 DEFLECTION DEFL. RADIUS R. COMPLIANCE WITH CODE AND CONSTRUCTION DIAGONAL DIAL. RECTANGULAR REZ O DIAMETER DIA. REINFORCING REINF I^ ,•: DOCUMENT PROVISIONS _ _ DIMENSION DIAA REQUIRED READ. V l 3) PREPARATION OF REQUIRED GROUT SPECIMENS, MORTAR X _ ART. 1,4 DISCONTINUOUS DISC. ROOF RF SPECIMENS AND/OR PRISMS SHALL BE OBSERVED DOUBLE DBL. HOUND DIA v 6) COMPLIANCE WITH REQUIRED INSF 110N PROVISIONS - X ART. 1.5 DRAWING DRWG. O SCHEDULE SCHED. 0 OF THE CONSTRUCTION DOCU..4ENTS SHALL BE VERIFIED EACH EA. SECTION SECT. M STRUCTUPAL STEEL EACH WAY E.W. SECTION MODULUS S Q ENGINEER ENGR. SEISMIC SETS N 1 MATERIAL VERIFICATION OF HIGH-STRENGTH EQUAL EQ. SHEET SHT. ^1 BOLTS, NUTS AND WASHERS EQUIPMENT EQUIP. SPACING SPCG. A, IDENTIF'CATION MARKINGS CONFORM TO ASTM - X APPLICABLE ASTM WATERIAL SPECIFICATIONS; EXISTING EXIST. SPECIFICATION SPEC. r- STANDARDS SPECIFIED IN 1HE APPROVED AISC 335 SECTION A3.4; EXPANSION EXP, STAGGER STGR. CONSTRUCTION DOCUMENTS AISC LRFD, SECTION A3.3 EXTERIOR EXT'. STANDARD STD. B. MANUFA_CTURER'S CERTIFICATE OF COMPLIANCE - X STEEL STL. 2 �I INSPECTION OF HI" STRENTH BOLTING FACE OF F.0. STIFFENER STIFF. �•--�-• _ FINISH FIN, STIRRUP STIRR DRAWN BY: SMR/JMB A. BEARING-TYPE CONNECTIONS _ - X AISC LRFD, SECTION M2.5 FLOOR FLR, STRUCTURAL STRUCT, CHECKED 0 -B. SUP-CRITICAL CONNECTIONS _ _ X _ - AISCLRFD, SECTION M2.5 REF. NOTE 7 FOOT Fl. STRUCTURAL STEEL TUBE T.S. 3 MATERIAL VERIFICATION_OF STRUCTURAL STEEL - FOOTING FTG. SQUARE s0. ��p PROF A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - FOUNDATION FDI. SYMMETRICAL SYM.FRAMING FRMG. STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 568 THREADED THD'D ♦'P` CONSTRUCTION DOCUMENTS GAUGE GA. THROUGH THRU. B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - W� - ASfM A 6 OR ASTM A 568 GRADE GR. TYPICAL TYP 4 MATERWL VERIFICATION OF WELD FILLER MATERIAL GRADE BEAM GB. N GROUT GRT UNIFORM BUILDING CODE U.B.C. A IDENTIFICATION MARKINGS CONFORM TO ASTM - - GYPSUM GYP UNLESS NOTED OTHERWISE U.N 0F h 1 J� STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.6; IFN A. CONSTRUCTION DOCUMENTS _ AISC LRFD, SECTION A3.5 HEIGHT HT. VERTICAL VERT �---�� B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - - HOOK HK, EXPIRES: 6 30/Oq 5) INSPEC11ON OF WELDING - - HORIZONTAL HORIZ. WEIGHT WT = 1/ WELDED WIRE FABRIC W W F DESIGN 1 1 30-u4 A. STRUCTURAL STEEL INCH IN. WIDE FLANGE W F. 1) PARTI�LZC MPLETE PENETRATION GROOVE WELDS X - AWS D1.1 REF. NOTE (2 k 5) INCLUDED INCL WITH W/ DEVELOPMENT REVIFA 2 MULTIPASS FILLET WELDS x - INFORMATION INFO. WORK POINT W P 12-06-04 3 SINGLE PASS FILLET WELDS > 5/16" � x _ - AWS D1 1 REF. NOTE (2 do 4) INSIDE DIAMETER 1.D. 4 SINGLE PASS FILLET WELDS < 5/16v---- _ - - X INTERIOR INT. SHELL BUILDING PERM V, 5 FLOOR AND DECK WELDS - x_ AWS D1.3 - 12-29-04 -_ B. REINFORCING STEEL - JOINT JIT. JOIST JST. 1) VERIFICATION OF WELDABILITY OF REINFORCING - X KIPS PER SQUARE INCH K.S.1. _ STEEL OTHER THAN ASTM A 706 F. 2) REINFORCING STEEL,-RESISTING FLEXURAL AND _ X - AXIAL FORCES IN INTERMEDIATE AND SPECIAL AWS D1.4 -- >, MOMENT FRAMES, BOUNDARY E EMENTS OF ACI 318: 3.5.2 -'AWING T,TLE SPECIAL REINFORCED C JNCRETE SHEAR WALLS STRUCTURAL NOTES AND SHEAR REINFORUMENT 3 SHEAR_ RFS ,,-ORCINU_ X 4) CTHLR REINFORCING STEEL ^_ - - X _ 1 6) INSPECTION OF STEEL FRAME JOINT DETAILS FOR - X SO ,02 COMPLIANCE Wj APPROVED CONSTRUCTION DOCUMENTS A. DETAILS SUCH AS BRACING AND STIFFENING - Main tit 12230 - B MEMBER LOCATIONS - - a C. APPLICATION OF JOINT DETAILS AT EA. 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KEYNOTES ^" " EXPIRES 330�0� • SEE ARCHITECTURAL/ MECHANICAL DRAWINGS FOR DRAINS, SLOPES, O 5" CONCRETE SLAB ON 6" CRUSHED ROCK IssuE_r, r_,ArF 1 AND OTHER FLOOR DEPRESSIONS NOT SHOWN. FOOTING SCHEDULE WITH Na ® 20" O.C. E.W DESIGN 11-30-04 • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND F.O.M. FACE OF MASONRY DEVELOPMENT REVIEW WALLS NOT SHOWN. MARK IMIpTH LEN(`TFI DEPTH REINFORCING NOTE � EXISTING SLAB TO REMAIN t2-06-04 CJ CONTROL/CONSTRUTION JOINT A 10'-0" 10"-O" 1'-6" (12) �5 EA WAY SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT - —._____-.___ -___--. 3 COLUMN BLOCKOUT -- SEE DETAIL 3/S4.1 SHELL BUILDING PERMIT REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND CONCRETE FOOTING-- �7 SEE SCHEDULE THIS SHEET DB 10'-0" 32"-0" 2'-0" (10) #6 LONG BOTT. (10) N5 LONG TOP 4 CONTROL/CGNSTP,UCTION JOINTS ® 25'-0" MAX. ® RATIOS 12--24 C�4 FILL PLACEMENT REQUIREMENTS. - #4 TIES AT 12" Q.C. --_ N.T.E. 2:1 AND 625 SO.FT.--SEE DETAILS 1/54.1 AND 2/54.1 • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH © 9'-0" CONT 2'-0" (10) #6 LONG BOTT. (10) #5 LONG TOP ARCHITECTURAL DRAWINGS. CMU WALL 1 �5 NEW 12"x1'-4" MASONRY PIER --SEE DETAIL ll/S3.1 #4 AT 12" O.C. TRANS TOP AND NTT U 13'-0" CONT. 1'-8" (12) #6 LONG BOTT. (12) N5 LONG TOP NEW 8" MASONRY WALL --SEE DETAIL B/S3.1 DRAWING TITLE: #5 AT 12" O.C. TRANS TOP AND BUTT `- - _ - 0y\ NEIN STUD WALL 2x6 AT 24" O.C. W/ 1/2" PLYWOOD � ® 3'-6" CONT. 1' 4" (6) #6 LONG BOTT. (6) #4 LONG TOP �'J SHEATHING W/ 1 O AT 6" O C #4 AT 12" O.C. TRANS TOP AND BOTT -- O EDGE OF NEW SLAB F 2''-6" CONT. 1'-4" (5) K5 LONG _ []G 2'--0 CONT. 1'-2" (3) #5 LONG 7'- 1sl . 1 F1� 0" 7'-O" 1'-4" (9) 15 EA, WAY Main �t I.!1�u 1) RUN WALL FOOTING REINF. CONTINUOUS THROUGH FOOTING BIT2005-00001 15 of 25 ane rao 04010 • ,n::r.-... .:<a;,+r.,aai.+9+yhklR.::.t...a,....r-...-...,...:, ,.,,•...isa.a-. ..t,,„4. .._ ,.:s. .;:, r I II11 1111 1111 i'l III111111111W, { 1 I i 1111 1111 illl 1111 Iill Iill II11 11x1 IIIc Ilil IIH! i 1 c 11 I Cm 1 I { ! I i I1 11 Irll�illi 1 11!{ IIII Illiil fill 11 I iill ! IHilll rtl 1811 1111 r 11 1 II I H II I If ltlill!II 1111 1 ,, IUl'tt 1111 II i !ill 111111'. 1 kill 11 L .�STP ! 1 ' I IIle, ,n s I n ! I 1 2 13 14 I I'7 I�f9 2�0 21 2�2 23 I 24 2�s 2�6 e IOmm.l CI I 8 29 30 k��Ik 1 fid ry / I ' 1111 ( 0I ' 1 HON1 61g1C n . I r Z I I Rr e fi i .. .. - ,. ........... R 0 i 0 �`_ 24'-Os24 -u' I 24'-G' 2a'-u' 2a'-O' 14'-G" J42 E BUILDING 12 7 10 � AP. . �S4 2 5S4.2 m n T M N S4.2 ORP- S4.2 S4.2 TYP. IL n� r aD �----'�� I HSS6x6x 1/4 HSS6x6x 1/4 HS56x6x 1/4 HSS6x6x 1/4 I H 156x6x 1/4 H556x6x 1/4 I HSS6x6x 1/a I HSS X 1/4 I HSS6x6x 1/4 i HSS6x6x 1/4 I HSS6x6x 1/a I HSS6x6x t/a HSS6x6.1 H a a r SS6x6x1/4 HSS6x6x1/4 I H556x6x1/4 I I I I I t2 I 1 I ��, NSS640/4"54.2 1 54.2 54.14 nP -- OPP - 1 I _ Q pQ pQ QQ QQ QQ .-.-._ - . a'►1 n l .-•. .1 I ^.1 � •"�1 N I Q O 1 g I p I G 1 � I N N 1 N ' N !V I rr 1 � 1 I i. -- _ 5111 � ! Ni N NIIII NiI .. I 00 y 1 1 1 I 1 I I 3 I 1 1 1 I I 1 = 1 r TYP. 4 0-0 _y I I -- I 1/ 4 _ 4If. 3 I 1 1 I 2 I 3 S4 1� E4.)s4., I i I 84 , I I I I ! I I 54.1 W18x40 W18x40 W18x40 W18x40 W18x40 W18x40 W18x40 I I W18x40 I ca 1 „� 84 2 � I I � I I � I I I I I I i I • I I i i I I I i I I I - _ •• 54.2 I ► I I I { I I I I - NI N I 81 "s QI C7 I sl O O G I sl g CQI 1 Q t I 1 1 1 I !V !V N N I ccrr N N N N N N N fV CV N N I N N N tV N N N Q 1 to a i° I h M " h t v I ) .W) `:I .�. u �I .i I v l T Y 2 I 2I = 2 � = I S S I I I ,J J J IV J J J J J .J J J --- --— ---- N I N I N N ! N i N N I N I CJ N I N N N N N N N N N N N N N W — -- ---- -- --- 4 W W 1 1 I 1 1 I 1 1 I I I 3 1 1 1 I f I - 2 Z Z --- ( 10 S4.1 Z 3► S4,1 Ed 0 0 Q c� ROOF FRAM�VG PLAN /8 -U N _ DRAWN BY: SMR/7 " .���iEO PROFfS' �c..� ♦4 1 N�♦ J/� oulneN 1 , I fN A. �nJ [EXPIRES: 6J30/E] ROOF FRAMING NOTES: LEGEND KEYNOTES ISSU C UTATF "— — DESIGN. 11-30-04 ' COORDINATE ALI_ ROOF SUPPORTED EQUIPMENT WITH CONTRACTOR PRIOR F.O.M FACE Cc' MASONRY O 5/8" THICK 4' x 8' SHEATHING-- DEVELOPMENT REVIEW: TO FAERICATION OF JOISTS AND GIRDERS. PROVIDE ADDITIONAL FRAMING CMU WALL SEE SHEET 51.3 FOR NAILING AND STRAPPING 12-06-04 AS NECESSARY, PROVIDE SHOP DRAWINGS SHOWING EQUIPMENT SIZE, O 2x6 NO. 2 DFL SUBPURLINS B 2'-0" O.C. W/ SIMPSON SHELL BUILDING PERMIT: WEIGHT AND LOCATION. - INDICATES ADDITIONAL 2 F26N HANGERS EACH END, TYPICAL U.N.O. 23 PS'� SNOW DRIFT 12-29-04 ' BRIDGING AT JOISTS NOT SHOWN FOR CLARITY. PROVIDE BRIDGING AS O LH STEEL JOISTS 0 8'-0" O.C. SPECIFIED BY JOIST MANUFACTURER. 6_04 'r 4O L3x3x1/4" KICKERS AT BEAM 1/4 POINTS--SEE DETAIL 3/S4.2 • DESIGN ALL STEEL JOISTS FOR A TENSION AND COMPRESSION FORCE OF W18x35 C=5 8' 5,600/ DUE TO WIND ANC SEISMIC LOADING,, < 5 ) EXISTING TJI ROOF FRAMING TO REMAIN • XX LH(XX/XX) INDICATES DEPTH Or "LFT" TYPE JOIST W/ �J DROWIr�G tlt�E, -- CAMBER ROOF fRA1MlIlli PLAM { (TOTAL LOAD/LIVE LOAD) IN PLF. WF BEAM SIZE f 2 S1 * 2 q Main 'it ' R;-1p2'0V-0000 l i 6 of 25 4 € JCS No: 040103.01 }',x' LEGIBILITY STRIP O 1 2 3 A � g -7 0 9 U I 12 13 14 18 117 II8 19 20 21 22 23 24 25 26 27 28 29 30 I( rrn"I cm k k ' t�4 ffii PI l•�.�1 ' r II I 1 xM +4k�t 1 I , I ' I oe _.. 5 1i i r :.,..,:., .t' .. a a . -.- ', hna'� N Iti x t £F:'t en ;r;. , � - :. ., .. '. � •. u, U C g b) I� 8 9 10 11 188'-8" 23'-8" 24'- 0" 24'-0" 24'-0" _— 24'—U" 24'-0" :4'-0" 21 —C (E) aUILDING I 0 ¢n TO, RE"N -- - �_ _ -- ---- -- ---- — -'- --- -- - -- --- - --- - - -_- _, (L n n al joko 4 NN \ IA A \ \ \ C5>7 TYP .\ \ti 4 \ \ O O _ 1, \ \�N \ . & TYP. 0.0 --- - \ a1, \ 4 'S o , qp\ CL �- . \ C14 z z TYP.0 TYP.(D-\ a 30'-0" 0O0 � M � ROOF NAILING AND STRAPPING PLAN N Q 81.3 1/e" • ,'-o' ----p A,t—N— N _ RECON A. EXPIRES: 6L30 06 KEYNOTES SUVC: DATE DESIGN 11-30-04 -- i 1 NAIL PLYWOOU TO GIRDER W/ (2) ROWS OF 10d'S 0 3.. C I- DEVELOPMENT REVIEW ROOF NAILING SCHEDULEi 0 FIRS 30' FROM ENDS, PROVIDE 4x BLOCKING PER OE'AJL 4/S4.1. 12-06-04 I ZOITE EDGE FIELD DAPHRAGM NOTE 0 JOIST TO JOIST STRAPPING, SIMPSON MSTI48 SHELL BUILDING PERM1" t l Cid 0 4" O.0 10d 0 12" OC BLOCKED NAIL PLYWOOD TO LEDGER/TOP PLATE W (1) ROWS Of 16d 0 3" u.t 12-29-04 2 10d U 6" OC IOd 0 12" O C UNBLOCKED \-/ NAiL. PLYWOOD TO DRAG ELE1r+EN'i W (1) ROWS OF 16d 0 3" O.C. SUBPURLIN TO SUBPURLIN STRAPPING, 5IMP50N MSTA36 O SPACE 0 4'-0" O.C. 0 FIRST AND SECOND PURLIN dt _ _ 8'-0" O.C. 0 THIRD PURLIN--LOCATE STRAPPING OVER FRAMING. ROOF NNLING AND STRAPPING PLAN e i _ S1193 Main �1 Hl IP2005-00001 '7425 040 i�_,... N+MouMYnO,Yriuil4.W,rM#E4-;,.. II - %F.WTI .. , '.,.. ., „ .:.,.,.;: .A•�.:,.,,... �^' o f +fIIlI�I1;1�i1n�11n illliilil nll�lill�� IIIuII�III1�i I'��tr i 2 L 4 1 t I i r i 11 I i i n 1 1111 i LEGIBILITY STRIP � d,} mom, m 17 18 18 20 21 22 23 24 25 26 27 2e 29 30 ZI 1 I OI ` 1 �eII 9 I III ! •'' HOW a 70 0� ' 1 1.i_. ire ,,N. „A::1. 7. r ,.. .I. .� _.r..: ............. :... . ., an- 4.. .'. , .... ♦ �4: �. , I .....:.,- .... '..:... ,.. .. ,.,: ..',.. .. .. Vii.. ON f: h " r •e�,: r,; I ta: 25 kdytI i:51v _nr.a { 0 0 h W , r_ D � a A J01 C12NOS #4 t?, OK -- ----------- ----- ----- - ------- - ---^ T_== - - -- -- -- -- L m IN Z� ..p1w POO it NFn� 2 v� jx -- I __J� 4 ir i -L TYP. TYP t SOUTH WALL EXTERIOR ELEVATION 2 KMRIOR WALL ELEVATION GRA 3 S2 KEYNOTES 3 r'i` 5 6 7 9 t 0 !! t 3 TIES 0 !6' O C HQR _ 17AL--SEE DETAIL IO/S31 Q '� O IXTEND 2'-0' ABOVE ANL., BELOW WALL OPENING I ' T /3 TIES 0 !6' OC HOR12� ITAL--SEE DETAIL 3A/S3.2 I tt tj tt ,3 tt �3 r(�") t3 tt 13 tt !3 '2 f t ! —� O (2) /5 VERTICAL EA. FACE All . 111 O (3) 05 VERTICAL EA. FACE f O EPDXY DOWELS TO MATCH AND LAP VERTCk REINFORCING--SEE B/S3.I 1111 t c � 7 2 A5 vrR'TICAL AT 24' Q.0 CENTERLINE �. 12 j 7 D6 (4) /5 HOiZONTAL. (2) EA. FACE W DOWELS TO MATCH AND LAP VERTICAL REIN`ORCING-- I . I W I TERMINATE w NOOK--TYP W -- _ _ _ � E / STANDARD f}0 99 3) /6 VERTICAL EN. FACE CENTER UNDER GIRDER t V) 03 TIES 0 B" O.0 HORIZONTAL ENCLOSING BARS UNDER GIRDER-- i t U t_ `. i G i t 0! �--� i 53 t S a t t t SJg2 !0 3.t 53 O SEE DETAIL 38/S3.2 53 2 t t 53 t ! ��. S `i f i t t l4 STIRRUPS 0 !6" 0 C VERT►C�►L--SEE DETAIL 4/S3.2 � Z Z ITI - - -- - - -- - - -- - - FUTURE OPENING OVQ0 . 2) rYPICAL REtNF --SEE SHEET SO I w ELEVATION NOTES 3y 0 ry TYP TYP TYP. TYP TYP '�� t) ELEVATIONS SHOWN DEPICT ADDITIONAL REINFORCING, SEE SHEET v ' SO,t UNDER MASONRY FOR TYPICAL WALL REINFORCING. 2; SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS o Q 31 ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL AT LIKE CONDITI(1N5. 0 I " 3 EAST WALL EXTERIOR ELEVATION s2 4. N _ N LEGEND U O GRID LINE NUMBER r t � CRAW*. G y �! KMOTE c►-r: - 3 4 5 PROF,/, I EXPIRES: /30/06 1 DESIGN 11-30-04 - DE`v�LOPMENT RUEw. I 12-06-04 SHELL BUILDING PERM' 12-29-04 4 — — — — — — — — -- — — -- — — — — _ — a..ti.� DMAwrNG T1-,_E w�so�lty WALL ELEVi%TIONS ` TYP. S2 . 1 t I e WEST WA.L. KMRIOR ELEVATION st i z2 11(ll !♦µ��1a'In �t 111.111 I BI PIL 18 of 25 - e roe tio: 04,. Al r . ..tu- t � } � � � � t1 � 1�9il1'9i II!)t,9i 91{ttl.!!,)t 9��ts 9�+i14)4tl#I�9:.t#- tMl4f1ai19Yi9fi91ti91i !}t�,,# 13.9}}!,t1; 1•t t +3.t ,tt.6.f:+ � t+! irstR cs,:tttl< „tt .! t,•,,.!f. tt}{Irll`t4f' 111Y1,•r}':°i . "I,lilYi t .ITY STRIP 2 ? a � E3 � , - - 5Y'f 474{T '){.f N✓ Fv "$r. .tAVt, ry ! - ' 2e P7 2e 29 30, .:.'��t ;.�,h ,A iI �i•�,1"�� J�' ' ,°,, .,tl b 9.er., ai��•, e � r�, .,. ;': �' r,.: �,; a,,4"' ,: ,fl K ( L e*9 ,2I OH sit"o n t �.f �ddla � +�� tA�t !. of Y ' 1; J. Ix _'.. ,.. . .;...:... ,'.•',{ � irt.,ii 00, • j� & _e?.'�:',5: •h,r.3M4 61"ri^hkk_4 ,os,,i� N1� , 119=11 e _. , i I.lr 1 1/2- TYP. �BLOCK OUT AS REQ'D Y- -_-- -. -�-- G STEEL TUBE--SEE FOUNDATION Pt1W 0 _ N �R3/4"X12"X12" W/ (4) 3/4"v "J" BOLTS W/ 6" EMBED N 1/4 0 i— 8" MASONRY WALL W/ SPECIAL REINF-. Ptn MN NEW 5' SLAB W/ I / ELEVATION AND MIN REINF PER SHEET 50.1 # r')0 J #4 AT 24" OC. EA. WAY--CHAIR I �'N tQ UP TO 1 1/2" CLR F OM TOP OF SLAB �I� STEEL TUBE--SEE FOUNDATION PLAN DOWELS TO MATCH AND LAP VERTICAL REINF r "Ir CONCRETE SUB--SEE PLAN _ BLOCK OUT AS REQ'D 4„ m O N N • FOR REINFORCING STEEL BASE PLATE--PROVIDE - N z 0 0 (E) SLAB--SEE 1/S3.1 ISHIMS AS REQUIRED �� �--- N4 0 24" O.C. 24 FOR EPDXY DOWELS _ + O w e . NEW SLAB AT SIM. CONC 1 1/2" NON-SHRINK GROUT 1/8" WIDE SAW CUT OR TOOLED EXTEND REBAR CONT. THROUGH FTG (2) #5 CONT, IN SOL,D GROUTED BOND BEAM v 4 JOINT W/ 1 1/4" DEPTH / CONCRETE SLAB NEW S" SLAB / �- --- - _�.. __i—����_ (f.) SLAB f li it V) J _I 1/2" LLR 1'rPa. FIN. C DE d a. { R�0%'di•� o �- N4 x 30" LONG 0 24" O.C. fob' Qo�, �' I+• --DRILL do EPDXY INTO EXISTING SLAB W 4" EMBED -III—III -,,--UNDER CONCRETE CONCORETIEGSTEMEWALRL ` --LOCATE AT � OF SLAB iIII—I i 1 J t 1` NEW SLAB 2 CONTROL JOINT--REINFORCED SLAB 3 INTERIOR COLUMN TO FOOTING CONN. a MASONRY WALL AT PERIMETER 83. 3/4" - 1'-0" S3. 3/4" = 1'-0" 03300-02 S3. 3/4" = 1'-0" 03300-10A S3. 3j4" = 1'-0" 03300-21 - A v WOOD STUD WALL PER PLAN I NEw 8" MASONRY wALL w SPECIAL RE NF. PER 8" MASONRY WALL W/ SPECIAL REINF. PER ELEVATION AND MIN. REINF. PER SHEET S0.1 ELEVATION AND MIN, REINF. PER SHEET S0.1 DOWELS TO MATCH SIZE do LOCATION (E) SLAB--SAWCUT AND REMOVE OF VERT. CMU WALL REINFORCING---LAP FIN. GRA \ td GRADE. , AS REO'D TO INSTALL FOOTING W/ VERTICAL CMU WALL REINFORCING a _ NEW LA LAN 4 N4x 11 EPDXY DOWEL.. AT 24" 0 C. — WALL BEYOND ' I I VERTICAL W 5" MIN. EMBED INTO �14 0 24' 0 C. x 24 EACH SIDE / / �4xRE4'0 AT ?'-0" O.C. (E) PERIMETER WALL (E) WALL w/ HILTI HY-150 EPDXY / LAP W/ BENT BARS IN WALL � r I --HOOK AROUND VERTICAL REINF. #4 TOP AND BOTTOM --EPDXY DOWEL INTO I l'(2) #5 CONT /— (E) SLAB PER 1/S31 F" CONCRETE SLAB �— i H 8 REINFORCING- EDFEDGI�G--BEND DOWN INTO - FOOTING WIDTH -- -^--� A - FOOTING WIDTH W 3/4" RADIUS CONCRETE SLAB--SEE PLANS FOR o REINFORCING Li EPDXY DOWELS TO MATCH AND LAP EPDXY DOWELS TO MATCH AND LAP VERTICAL - _ _ CONCRETE fOOTING---CENTER r FINISH GRADE n0. UNDER WALL FOOTING REINFORCING W/ 5" MIN. REINFORCING W/ 8" MIN. EMBED INTO (E) -'qm� - — -- EMBED W/ HILIT HY-150 EPDXY FOOTING W/ HILTI HY-150 EPDXY n/ • (.L� z PER ARCH — s • • • • • • • • � I 4•�•e• �•�•o --------- 0 00 l'-O" MIN. 1'-0" MIN. •d d'�•�,4 THICKEN SLAB TO t'-0"- FIELD VERIFY FIELD VERIFY TOP OF FTG AT -1 I E ! 1-11 I WOOD STUD WALL.-/ w MIN. '-8" MIN, 1'-8" MIN. TRANSVERSE REINFORCING PER Z d�n o SCHEDULE__USE (2) CLOSED EPDXY DOWELS TO MATCH AN LAP V I _ g LOOPS OVERLAPING AT CENTER T' FOOTING REINFORCING W% 6" MIN. 1p EMBED W/ HILIT HY-150 EPDXY n V 6 TURNDOWN SLAB @ STOREFRONT s FOOTING AT INTERIOR MASONRY SHEAR WALL r FOOTING AMENDMENT AT (F) PERIMETER WALL a STEM WALL AT PERIMETER MASONRY WALL Q M 3/4" 1'-0" s3. 3/4" = 1'-0" 03300-21 3/4" - 1'-0" - S3. .3/4" 1'-0" c3300-21 I (v 0 � N FOOTINC TOP REINFORCING-- EPDXY DOWELS BETWEEN (E) TYP. REINFORCING PER S0,1 EXTEND TO EDGE OF (E) SLAB -SLAB AND NEW SLAB/FOOTING 1'-0" 3'-8' PER DETAIL 1/S3.1 ---,� --- -- —* /-FOOTING PER PLAN (E) SLAB DRAWN 9ti: ':)Mk " C"ECKED 9, (E) MASONRY WALL _: -, -s-- 0 Dc 0 ---� j ,�� ,0 PROFFS' I I I H Q I I ��� �a 1 N*`1�`P L 12"x72" MASONRY PILASTER W/ (2) N6 EA. CELL I,_U„ 1-(2) #6 EA. CELL FOOTING WIDTH (��� (22) #5 VERTICAL - — O ___.__.�__ C� OB]<GON ' �03 TIES 0 16" O.C. �.._ -- - - -- 1 �lF' ��h 15• — ---EXTERIOR SLAB WHERE OCCURS "� #6 VERTICAL--EPDXY 10 /^ DOWELS TO MATCH SIZE do LOCATION -H _,_-I v DOWEL INTO TOP OF '; FOOTING AT (E.) SLAB - S3 1 OF' VERT. CMU WALL REINFORCING-.-LA, -- (E) WALL W/ HILTI EXPIRES: 6 3�os k)LD L)AIL W VERTICAL CMU WALL REINFORCING I I HY-150 EPDXY _ VERTICAL HOOK 0 FOOTING) N - ___�__,� AND 6" EMBED- -- ._.-- FOOTING TOP REINFORCING-- EXTEND TO EDGE. OF (E) SLAB NEW SLAB.--LAP DESIGN. 1 1 -30-I,. (_� I O #4 TIF_S AT 16" O C. REINFORCING W/ FOOTING DEVELOPMENT REv' CONCRETE SLAB--TYP. --� FOOTING PER PLAN TOP BARS 12-06--04 i � _ �4 EPDXY DOWELS VERTICAL REINF. ;HELL BUILDING /�-- (2) W4 x 24 ( ) AT 16" O.G. VERTICAL 0PER ELEVATION —_/ _ _ W/ HILTI NY-150 ------�------�-_--------r-- 12-29-U4 -!i +1 �_ • • o EPDXY AND 5" EMBED - NI N � ' ;$I' .� °�• FOOTING WIDTH PIASTER AT (E1_WALL PILASTER A A AWA ' - - -- _._._.- 1 a - --- — DRAWING T!1, , FOUNDATION DETAILS a I I TYPICAL PILIH� PILASTER AT ENTRY CONCRETE FOOTING PER PLAN 3" CLR S3 ,ol { a FOOTING AT MASONRY WALL 10 MASONRY PILASTER r MASONRY PILASTER AT (E) WALL 12 _P_ERIMETER_FOOTING AT SLAB .Main Nt IL1,t11 4 f ,1 3/4' = l'-0. 3/4" - 1'-0" 53. 3/4" = 1'-0" S3. 3/a1 -0 13(II'�ilO5-(1 i 0oo I `r ,w. 19 of 25 i�3g No 04U i u�•� .. ., .. ....._..,......._....,...,..ate .,......,..........,....,..... __....--,.,.. ..,..........,�.,,._-.,...,...........,..........m.....,...-._.-...�._.._._.....r.--..._....�...._. .. ....- .-... . ...... _ _._. -. .. . ;caslrAlub'9h+AdA�o- urr..,,dirswiN%a,p�nv,JU .. ..,....,. .0 v,} ,.;:,-as..aiptrrP. a, «..,.-,--.__. a}a..,.- .,......- -:cs.+^a� ne«r�'•"""r -tl±ti-A^,.11w.i,n, ..,w.rrh. ,rtar�u „ ...' :,._.,::.. -. ,. _...,. ,.. .... ,,.;:a�'e..W:Y4'f4+sam,ruuart; •JMYtNyMcn:,wx;raro,.,r.0 M.:nyu.... .:d�ewe ,.,, ..::. !1 f'Iiil! NN ILII TIN IIII IIII IIII ILII IDI lill'IIIi IIII IIII III 1111 IIII III! IIII IIII IIII IIII NII Illi IIII Nil IIII I{N Nfl I iF I „ `� Omm"I m I I I I ' ® >1 10 11 12 ( 13 I 14 I I 6 ? 18 19 20 21 22 23 24 2 ale 97 s 2 TP - 3 v ' I I x 5 oda I HaNI BV 7, ttf e ti✓ �;- ,.1�I r;,,''^-, _ . . - - I ( I ! I III 0 2 „ r ZI 1 OI 10 Q b �r � 1 � 1 I �lel ,'P5 -'�r, :: ' - ! _ 1.1.,. ��• '•.ori•re!.www,w...+ns.,...rw^"r^"^'.�.�,.+n*.»....,. , I all I'l I I I I I +.til y • '1 s , . . . 1y i-8" MASONRY WALL-- SEE SHEET S2.1 FOR RE!NF"ORCING 12"x40" MASONRY PILASTER W/ (10) N5 VERTICAL • / /-#3 TIES 0 16" O.C. L) El 1> *4 C4 • • rt Q %. REINF. UNDER GIRDER rr HORIZONTAL REINF. PER 52.1 Q D� + 2, B,: PER ELEVATION --EXTIND 3'-0" MIN. PAST OPENING -- WALL AND SHEATHING PER PLAN 03 TIES PER DETAIL B TIES AT BARS UNDER GIRDER _ '� N Z Pi 2x BOTTOM R--ATTACH W/ 5/6" DIA. ELEVATION-- . L) EXP, BOLT AT 32' O.C. ALTERNATE HOOKS NEW SLAB DETAIL'� �(8)xN5"VERTICAMASONRY PILASTER W/ i — X13 TIES PER MASONRY LINTEL UNIT--,--, �'- N4 STIRRUPS PER SHEET $2.1 �p3 TIES O 16" U.C. ELEVATION--ALTERNATE ,� 3 3/8',"- ;} HOOKS UPTURNED LINTEL UNIT oo REINF. O EACH END PER HORIZONTAL REINF PER S2.1 /-8" MASONRY WALL-- / SEE SHEET S2.1 FOR REINFORCING ELEVATION --EXTEND 3'-O" MIN. PAST OPENING 2 1/2' , CLR ( L R - • • • 2 1/2- �� +� -SHORE LINTEL UNTIL GROUT (E) SLAB CLR REACHES DESIGN STRENGTH WIDTH PER PLAN �! , EPDXY DOWEL PER 1/53.1 EA. DETAIL A TYPICAL WALL TIES • SIDE OF FOOTING AT 24" O.C. t F DOTING PER PLAN DETAIL 6 1 INTERIOR STUD WALL AT FOOTING 2 REINF. AT MASONRY PILASTER 3 WALL PIER a MASONRY LINTEL 3/4" = 1'-0" 3 3/4" 1'—O" r W � � 1 Z Z Q0 o ° � � d N � �'Q PROFFS' =�1j,� ORSGON J fN A. EXPIRES 6 30 06 ISSUED GATE. DESIGN. 11-30-04 DEVELOPMENT RE, : 12-06-04 SHELL BUILDING �a 12--29-04 I t� DPA FOUNDATION DE a,. h 4tv. i V' tu+ fi S3 * 2 1 M11111 ,t I t 11I 13 J1'2005-(100(01 10 of'25 13NQ oc�� �0 4o u � wm� _ : . _ un , ..w.aw,,.. . ' -m IIUI ttil Ilii illi 1_1I Ilii flil(Illi Ili! lift illi Ilft lilt illi till Illl'lII{ till Ali( Iii) f111 1111 11H til I t � w � � " LE(;IBIL(iY STRIP ` ( i 1 �li li�llll� lIi�11t4, �.F�Itl1�f11g1t11�t 11�1111�iIli ►1l�tii-jiJ11�11111tttllftil�ti1t�11N�t1 IItill(11hI1 ti l!!! ft I�IP11f l 1110 !�.i i� 1 i lit 1 II ilii 4 t0 11 12 13 i4 t6 17 1S '9 2C 21 22. 23 24 25 28 27 29 29 310 l , 0 L 110"1 s 1074 . • I PROW, Jim= !10'oll mt, .i, r i oil W III 1 1(i,I 1� nt 1+ i S V �4. i;f 't i-- FACE OF STEEL c 0 N i STEEL JOTS' TO BE It 2 1/2" (2 3/4" AT SLOTTED HOLES) R 3j8" COLUMN CAP w/ DESIGNED FOR TOP J ROOF DECK PER PLAN 1 t/2" (1 3/4" AT SLOTTED HOLES} ALL AROUND BUTT WELD CHORD COMPRESSION OR o �42 TENSION FORCE DUE TO TYPWIND AND SEISMIC--SEE �--1 ROW 167 03" OC > / ROOF FRAMING NOTES. SHEAR PLATE PER WELD SHEAR PLATE-- 1/2"--TYP -STEEL BEAM--SEE PLAN \ _ / ��p --- ,_ S�HEDULF� W ' + 'S;E PLAN FOR BEAMS _ c S 0+O 5 ttii 4x WOOD BLOCKING BETWEEN n R 3 8 xREQUIRED ..TEFL J0. TS n� U A.,2 -N is_ ♦ IIW DESIGNATION --SEE"DETAIL. 1/54.1 FOR BOLDED _ _ � r V2 EE TABLE FOR SIZE l.� --------- 0 ♦ `�' cv ♦ CONNECTION (SHORT SLOTTED HOLES) < - PLYWOOD SHEATHING A O ry QUANTITY REO'ULl air CENTER ON BEAM) ♦ ♦ ri , -� ,r- / N N 2 1/2• L i \/RETURN TOP I ♦ \ — o Oa" 5/16 \& BOITOM ♦ 4 a�t i2' CLP . ..-..-» - LOT HSS CCLUMN f R R PASS THROUGH ?MAX. OVERSIZE 1/6 4 \ irk TYP. \ SUPPORTED BEAM SIZE THICKNESS WELD SIZE NO. OF DOLTS i 5/16 W 8 1/4" 1/4" (2)--3/ DIA i • -- --3/E1" DIA. LAG SCREW W/ 3" EMBED W 10 OR C10 1/4" 1/4" (2)--3/4" DIA. v M WF GIRDER AND R 3/16"x4`x4" ,PACE AT l'-0" O.C. STAGGER EACH SIDE W 12 OR C12 1/4" 1/4" _(3)--3/4" DIA. i \ OF GIRDER W 14 OR W16 3/8" 5/16• (4)--7/8" DLA. 1 W 18 3/8" 5/16" (5)--•7/8" DIA. \ - W 21 3/8- 5/16' '6)--7 J8• DIA. ? �-- HSS COLUMN PER PLAN �- WF GIRDER PER PLAN W 24 _ 3/8" 5/15" (7)--7/8" DIA. ? SEE LOC FOR EXTENT W 2 OR wj0- 1/2" 3/8` (8)- 7/8" OLA. OF BLOCKING . i I 1 1 NOTES t ) ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED i "f 2.) ALL WELDS EACH SLOE WITH E70XX ELECTRODES. DO NOT RETURN WELDS. 3.) HORIZONTAL SHORT SLOTTED HOLES ARE PERMITTED. 4.) BEAMS DESIGNATED WITH • ARE TO BE WELDED AS SHOWN ABOVE STEEL BEAM CONNECTION ? STEEL ROOF BEAMS AT HSS COLUMN 3 JOISTS AT WF GIRDER 4 TYPICAL BLOCKING ATTACHMENT r 05240-09 S4. t' 1'-0" t" - 1'-0' .54. - - . 05230-01 ' TOP PU.TE PER ARCHITECTURAL BOND BEAM W/ (2) #5 AT TOP OF WALL 10. 10" - STRAPPING PER PLAT 4 0 • BEAM — ROOF DECK PER PLAN ' PIAN VIEW c i/- —BOUNDARY NAILING PER ROOF `� STEEL BEAM--SEE PLAN , PLAN DIAGRAM ,,, t jZ7 SIMPSON HTT22 W/ 5/8" DIA. A706 ROOF SHEAT HING THREADED RODS W/ 5" MIN. EMBED. AND r o -* ' �flOUNDARY NAILING-1 HILTI HY-150 EPDXY. SPACE V 4 -0" SUBPURLIN SUBPURLIN W/ SIMPSON "F" / _ f O.C. AND ATTACH 3X FRAMING TO SUBPURLIN JOIST HANGER-.-TYP. ST AP STRAPPING AS STRAP I I-- REQ'D PER PLAN > LLJ . . N N C� W 3/4 DIA. x H S FILL BLOCKOUT W/ NON-SHRINK GROUT t- Ar�ER BEAM HAS BEEN PLACED - SIMPSON F36N AT (3x) - b HF26N AT (2x; �- LEDGER PER 9/S4.1 \ II II 1"3 NON-SHRINK GR UT - II III II t l I I i I `._.._.�_ II It I1 Z �; �� �� - 3x SUBPURLIN AT HTT 22 Q � 1 3/4" LVL OR I.SL W000 NAILER 7 1/2" ! 71/2" O AT 44 f.--4* O.C. EACH WOOD SIDE SCREWS RED (#14•x 1 1/2" WOOD SCREWS AT BOND BEAM W/ (21 #5 x 6'-0" CENTERED W 1 0 O.C. EACH �IDE STAGGERED ON BEAM DELQOW B A BLOCKOUT AT SIM. CONDITION MASONRY WALL--SEE PLAN �-- TEEL JOIST i O �wF AT SIM. COND.) i V) Ll 0 SUBPURLINS AT JOIST a STEEL BEAM AT MASONRY WALL STEEL BE=AM AT MASONRY WALL 8 SUBPURLIN CONN. TO WALL AT PARAPET C� to � `, N Q ,• _ ,'-�" 05210-34 34. 1" = 1'-0" S4. 1" = 1'-O` S4. _ -G" - cj. N i 1 0 I (2) 3/4"m THREADED STUDS AT 10" O.C. cl D..C1 CI E-i DQ . � . 1 DRAG PIAL F PER 12/S4 1 c- o4Aw1. By SMR/ MB / \ — — — -- — i it - _ -- — — -- — CHFC+*EO 8, )AAy TYP. I � i / ,r/4 2" - — -- — ��o PRO�Fs �— ROOF SHEATHING STEEL. BEARING PLATE 1/2" X 5• X 9" STEEL BEARING PLATE 1/2" X 6" X 1'-3" -(1 ROWS OF t 6d WITH (2) 3/4•x8" LONG ANCHORS ON WITH (2) 3/4"xe" LONG ANCHORS ON _ g" HS56x6x 1/a" BETWEEN JOISTS--TYp NAJI_S O 3" O.0 - _ 6" GAGE. SEE PLAN BELOW 8" GAGE. SEE PIAN BELOW k 1/2"x7"x2'-2" w/ r- 2 1/2" LONG SLOTTED HOLES OREGON ..-�' --' s-��—• MASONRY WALL - --�- / V; i • I • 4.r qy,N �`�� A. II V II EXPIRES: 6/30/0.-6 IT/ 1•t NON-SHRINK GROUT 1`t NON-SHRINK GROUT - - - - - - - SSUED DATE P.T a x 6 WOOD / -J ' Rx 6 W W i (2)#5 X 4'-0" LONG IN SOUR j TIES PER 11/53.1 -4x NADIR---ATTACH DEIGN: 11- LE..GE __ _ _ 3/4"e EPDXY ANCHORS , CROWED BOND BEAM CENTERED /12 _ -- - - - - - - - AT 4'-0' QC W HILT! HY-150 UNDER JOIST BEARING. S4 1 -� - �r_ 0 W/ 3/4"� THREADED STUDS DEVELOPMENT RE. / AT 0" O.C. COUNTERSUNK E'OXY AND 4 3/4" MIN. EMBED. / I�� c. 12-06-04 -- =-- SHELL BUILUIN �j '/Z / - - '� I 12-29-04 TYP. 80 /4 4" s 3/16 0 3 1/2" / — / , ""` ��---T- — NOTE: CONTRACTOR TO VERIFY /01ST SEAT DETAILS LY 'T- WIDTH PRIOR TO - SEARMlG PLRTE PUN 1 1/2 EMBED FABRICATION BEARING PLATE PLAN �- S4ol e WOOD PLATE/LEDGER BETWEEN JOISTS to STEEL JOIST AT MASONRY WALL » STEEL JOIST AT MASONRY PILASTER 12 DRAG CONNECTION AT MASONRY PILASTER 05210-30 S4. 1` 1'-0" S4. 1" = 1'-0" - S4. -° Main N-1 I 13UP2005-�touul -- -21 cif 25 _. .•.: ,.-...... .. ... ..........+:T.c'mo"n...�.M.n..,,.' -.,.... . . ....:., ,. ._.._..__._.,....._ .-.,_............».._........-.....--...M-....�.........,..rr..- _...-..--.. _.. ._ .. .. _ _. .. .. .. ..,., ,..w,.........,-.w."+.wr-.:..,.,»..- .....:.. .....-......-„.,r,..r..w�..",_.... ,..:,.-.-,..... - -.^ea'.NIMIM�rm! . ::,..:+xsw�ara+aWNNwwuuxas..a.:uW..,.,»:n..o�.wr,...�,» ..- . ...,.,.�t'1 - - ,.; -. .. :. .. • ,. ,.. _.. ;" .,, .. r„r i,y "• ., ..., n.>�.+.kes+.a d�1>adYMro�ut�� ., 1 � �. Ild! 1!II 111! 1111 IHI Ilii-illi i U 1111 l ! I � I r � �_ C(p ' i ( i Ijlltl ttilhtl till 1111 Iwill.1 ILII lilt 1111 1.l) Ilii INt N11 till ItH MllIII) , ~11 i it t •1 I ilT f it Lill 1111 tIt - ., . •,, , ��•'1'"III� � � � � � � � � � # � � � � � 1 � i ' �j�i i�� I� ! � I ► !, t r� ! ,1 Ii ( III I hull!! l�.l-!i::.!�In1�1111! ,!!,,::II _ . tOTm•I�m ' d 8 IO I I 12 13 4 tE 17 19 19 20 21 22 23 24 26 26 27 26 2'9 310 ffi I 1 I 01 "0”, a HOZ 1�A µ L �l �:1► �lal'�.t' i .l � �lI. 1J l� la .t I ,II � llli t lel' i oz ;rn 'i. w....e w. .. .. ... - /-WF BEAM PER PLAN W/ (2) ROW'S OF 10d AT 3" O.C. //"4x NAILER W/ 3/4"o ANCHOR BOLTS W/ 8 EMBED AT 16"/ O.C.--CO 'NTERSINK 0 NAILER PFR 4/54.1 / DOUBLE 2x TOP PLATE W 1 SHEATHING PER PIAN SHEATHING PER PLAN / J I ) DOUBLE 2x TOP PLATE ! 1/2" PLYWOOD SHEATHING r - - E0. E0. � i I 2x STUD WALL PER PLAN 1/2" PLYWOOD SHEATHING o ,' p 1 1/2" vj 2x STUD WALL PER PLAN `� _ + , 'r JL �'-STEEL BEAM PER PLAN 0 + N a a`� 04x12 LEDGER w/ 3/4"o R 1/4"x4"x4" KICKER PER PLAN—� �� ! r (E) ROOF SHEATHING EPDXY ANCHORS W/ U HILTI HY-150 EPDXY AND A A 0 a 3 Z L 3x3x1/4"--SEE PLAN - - g 5" EMBED AT 24" O.C. o I" FOR LOCATION r �' v _ vtC _jx , _ �. f 0►W-tQi (E) Til ROOF JOIST �/ _ --�'r i - JOIST PER PLAN (E) ROOF SHEATHING JOIST PER PLAN REAM PER PLAN ! -� 8 1" RETURNS 1/4~ ---� o -4,k- 1 (E) TJI ROOF JOIST -— c TYP. 1/+_ __ 5/16 THREE �_ R3/4"x1 1/2"x27" 'W/ (a) -- -MASONRY WALL PER PLAN --</I- RLTURNs SIDES TYP. '` 7/8`0x4'-O- DBAS I. 1/� \/ STEEL JOIST PER PLAN-J 5/16 � AND (2) 7/8"0x6" HWS --{ nP. ��� R 3/8%4 112 x 1 t" -BOND BEAM Wi A325 ERECTION BOLTS 'N-FULL DEPTH SOLID BLOCKING BETWEEN JOISTS (2) #5 HOR12. DETAIL A DETAIL B -- MASONRY WAIL PER PLAN =+ r WEB STIFFE` FRS AT JOISTS � r DOUBLE 2r, TOP PLATE `-1/2" PLONOOD SHEATHING W/ 10d AT 6" O.C. SEQTIQN A-A 2x STUD WALL PER PLAN EDGE NAILING 10a AT 12" O.C. FIELD NAII ING FRAMING AT WALL 2 ROOF AT MASONRY WALL 3 KICKER @ STEEL BEAM 2 FLOOR DRAG BEAM AT MASONRY WALL i . . DO D I LDC] ,. 4x NAILER--ATTACH PER 12/54.1 D-0 SHEATHING PER PLAN _ TYP.}-/4 2" DRAG PLATE PER 8/S4,2 STEEL EMBED PLATE 1/2" X 7" X 6'-8" , ► WITH (10) 3/4"X8" HWS AT 8" O.C. 1/4 L 1 _1" �HSS6 c6x 1/4" BETWEEN JOISTS--TYP t -79L I R1/2 x7"x2'-2" W/ (2) X11 -- 16d NAILS 2 1/2" LONG SLOTTED HOLES AT 3" O C y -2x SUBPURLIN „ ^6x6 NAILER SHIM TOP W/ 1/2" PLYWOOD HSS6x6 �' ATEACH W/ 3/4"0 THREADED STUDS �-- / •i i� AT 2'-0" O.C. COUNTERSUNK SHEATI ING PER PLAN VERTICAL REINFORCING PER ELF' .>TION �i 4" 1'3 NON-SHRINK GROUT - ---- (2)05 X 4'-0" LONG IN SOLID T ° GROUTED BOND BEAM CENTERED UNDER JOIST BEARING. f l �-- EPDXY DOWELS TO MATCH AND LAP VERTICAL REINFORCING W/ C" MIN. EMBED 1Y/ HILI1 HY-150 L .`Y 4x NAILER--ATTACH W/ 3/4"o THREADED STUDS , 4• i i i i i i 1 I, 4" AT , '-0" O.C. COUNTERSUNK lb �b bb �b ��-NEW PILASTER BEYOND cam_ ' (E) MASONRY WALL �- T- -NEW YP 1/4 1/4 I `— Z3o _ DOUBLE WYTH[ WALL v , MASONRY WALL EXTENSION a NOT USED 7 STEEL JOIST AT MASONRY WALL (END CONDITION) 8 DRAG CONNECTION AT MASONRY WALL 00, p � 3/4" - 1'-0~ 4. 1" 1'-0" -- 1" �• 1'-0" 4. 1" - 1'__0" N Q 6x8 NAILER BETWEEN JOISTS--ATTACH I �� W/ 3/a',; ANCHORS AT 2'-0" O.C. I L4x4x 1/a" W/ (t) 3/4"0 E. , ANCHOR w/ --COUNTERSUNK + HILTI HY-150 EPDXY AND 4 3/4" MIN. EMBED. (CONTRACTOR OPTION: 3/4"0 EPDXY ANCHORS ,—'W14 PER PLAN--SEE 2/S4.1 FOR CONNECTION — /. DRAWN f3Y: SMR/JMB np W/ HILTI HY-150 F.PDXY .'IND 6~ EMBED) i 4" C,�� � �F r� �.�. )►At3 / 1/4 2" �—STEEL BEAM--SEE PLAN MAx. - 0 PROF STEEL BEARING PLATE 1/2" X 6" X 1'-3" -- SINGLE SHEAR PLATE CONNECTION PER 1/S4.1 STEEL BEARING PLATE 1/2" X 6" X 1'-3" �� d t Kt �% ' PITH (2) 3/4"X8" LONG ANCHORS ON TYp, WITH (2) .3/4"X8" LONG ANCHORS ON ♦4 Gr " / 8" GAGE.. SF PIAN BELOW SHEATHIN(, PER PLANA j ♦ R 3/8"x7"xSHEAR R LENGTH 1 4 3" �' ; ; FACE PLATE CENTERED ON COLUMN / 8" GAGE SEE PLAN BLOW - /� ♦ '� (7, ' I 1 � ♦ 11 ; '�', ���per. FA. EXPIRES: 6, 30,106' 1 1/2"t NON-SHRINK GROUT i , 1 1/2"1 NON--SHRINK GROUT f 1 � •;� 8" MASONRY WALL PER PIAN TYP „ 2x SUBPURLIN I'I; ` /(1/4)1 DESIGN: 11 N' i E t 12-06-04 At- SHELL BUIL �,. I 3 1/2" 12-29-04 8" �--- HSS COLUMN PER PLAN � i PILASTER BEYOND 3 1/2" / � •'� DRAW r, 4 / DETAILS ' I r 1 RE01NG PLATE PLAN 2 BEARING PLATE PLAN S402 STEEL JOIST A,f MASONRY WALL io ROOF FRAMING AT DOUBLE WYTHE WALL �� STEEL BEAM AT HSS COLUM14 1 N F BEAM AT MASONRY PILASTER � 1" = I'-0" l�iltt P200 OUut I — D 22 of 25 5 ,,oe No .,._...,�.,.. ,...+.-...,....,.,.,-„._..e. .+r.».+:.-.- ,..,....:..._,.,.-.._._.. _. .-....�..........__..._,_._.�.. ..-,..._�._..., _._+.q ..•......,,.,+.,.....-...,..•....-..-,.,,...,-,,..,.�...._,_.,_+ .•-_-«.._................,.--,..—�w»s,n,---._.,,,._._,.-._...___...__...._-.._.____...-__ _ _.... ..... _..—_.. i! r�WWia�t`^a�rM,�111dWr�718 i „drl ..,..--.._....,.�..•.. ............_.,.,..... ....._..... ,(b��py ow, y Jru:w.re,.M«-:c ��M4iMWn 1 Clll I I I I ! 1:11 II111111) Illtlltll IIILji11f ( tlllll IIIIIIIII Ilfil►tll �ttil�il Intl t 111H 11 111 Ilfl Illi 1111 1111 1111 fill 111 it III r ! 11111 LEGIBILITY STRIP d + G y I I f I I I , 10 I I 1 2 13 1 4 its I�'y 18 1�9 210 2�I 2�2 213 ?'4 2 5 216 2 7 �:'a ? 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J016, 54-AZI& OD NALFR ATn -- - REGEIVEL MAR U 1 2005 , 1 LILDI CII 1 � c�t 1 � 1. 11Y � N � r IS10r, ^►r, F 4AL DRAW,NC3 FOR FIELD USE I 41 t I I tZ1 U --Li- r i 23 PSFr- ,:� n U O N fl Q ! I S Y ► ►- -� «- I F I t , rz • c QI F�dl _ L SNOW DC'.'=T CsR'JS I I WI8x4V WI x4® WI8x40 I WI8x4O —___ — . � Z I ! U-11 Il. d I (v 1 .Z!! � _1 � " � � _1 � ('�l � � (—�I ,T• (J� � I �1 {1�i �� ! � f�jl f1 '� , d.: �.._ � � L t' Cv Ul JO18T tA,r, 8 D1.00K�TYFJ BOLT J0!6T TO BEAM AT u . a • �• 4 � � �I•''•_ �4 Z' B' � • j' IN I .__.:.__• w It 'dri• TYP. :7=SIGN L0,4,:�5 TOP C44ORD 47•!AL L GADe (LA1O) s:gzr JUIeTO • 'bK G!�E�l.°! IL / y > r Ir, }- NET LLNhID UPL (!'�) J ADD'L ' Pftrx-4 MLOG ROW DRAWING ND. I JOIST ADLOADS dAT W�,L� JOLT A�' _ �2 ` P. NOTES Jolere • o i [ _ UJPA L Jd 16T AT UJ L LI I. VENOTEe J0161 � 1 Tc oFc eC B�►Na k- 0C r►. ry 1 tilt • t® l I! NT.B. Al '116A.2 �� .fie a z» b ^�Ar�+�ac'vREw -+ 2. 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'tuu5+b '4rr:I'rruL...:_,. ..wr...-._.w.,.2.:-:• "- . -_. - r w M4 S' ' k R ' EXISTING CMU WALL CMU PILASTER-� DOFF D PERNSHELL 8 W FURRING WALL - PERMI F IL PFR T1.1 � 7'-, S� 6'- 1/2` 3'-10• r -- _——t_ _- _ i - t -I m h 4 II TORAGE CABINET BY OWNER-� I! , a�nf • - '. 1 f �GNti 1 7 7 M 8 (:8:/ \3 I OTE ALL ACCESS+ LE Tvll _ Z p - TALLS AND ACCESSORIES J n 0 5 ROOM T04LI:T J 54' MIN `G. HALL COMPLY WI'.m UBC SEC t �' OM NT R.. Z i_ MEN'S T.R. / t 4IAX --* t---- — MIRROR 1 109.10 5 AND AZ)AAG 3C t 0 w 1 1 1 / 1 r 42' MI-------�f -- fLrs. 5 _ 36` MAa `� EE PLAN FOR FIXTURE I / I �\ ACEMENT. PARTITIONS AS - STOK I j! AGMG 29 PAPER TOWEL DISPENSER ' -- —� NOICATED ON PLAN ! SAL FLUSH « 4 i l ' MOP SIfR( ---•— _ + --'Q .� _ _ I�OvONTED J WALL -CIV j 't► r WAINSCOT I PROVIDE SANITARY '` SEE FINISH NAPKIN DISPENSER � � RECEIVED SCHEDULE �--"-�' 1 J+1" TO t 1/2 7 , +N WOMEN'S T R /- - ' s r- FLUSH- 1 1/2* APR L 1UQ5 1� I CLR. F - -- - -.--- - - 'i VALVE - LAvATORY TO CONFORM !I'_Io t/1s �1 -10 1/2* s I � �, rs ���`�-'}-� 10 ADAAG 31,32 CITY OF TIGARG 1 -2 1/2" , !'-f+ ,/2• 1'-iG i/Z" 6'-10. 3'-11' OPEN SIDE �.� ( 1 N I 3UILDINn DovIS14N �, I OF ROOM LAVATORY PIPE ^ " oGRAB " ! + INSULATION cv M .r OR $TAL_ PAPER DISPENSER 1'-3` MIN. NO SCALE SEE PUAN 31QE WAtI 9em_wALL f s ENLARGED TOLET ROOM PLAN 2 FIXTURE MOUNTING HEIGHTS _s GRAB BAR T4. 4. �� T4. 1/8' �- T4. _ 10800-o, 1 t KEYNOTES (THE PORTIONS MODIFIED ON T5.2 HAVE BEEN REPRODUCED HERE FOR PLUMBING DEFERRED SUBMITTAL CLARITY) O ACCESSIBLE *TATER CLOSET -'- SEE DETAIL 2/T4 1 DOOR SCHEDULE ROOM FINISH SCHEDULE 0 MIRROR 24• X 36" HIGH MOUNTED AT 3'-4• A F F TYPE OPENING DOOR FRAME _ ASSEMBLY NO. ROOM NAME FLOOR BASE WALL E WALLS _WALL WAL CLNG HEIGHT REMARKS 3 WALL MOUNTED ,,AVATORY -- SEE DETAIL 2/T4 NO. TYPE wmH HE04T THICK. MArL F11dLS11 NATAL FWM HDWW FIR£ RAT�IG NOTES 4 HM AIN HM PAIN_ �, 4 -- — - "------ - 4 GRAS BARS -- SEE DETAILS 2 & 3/T4 1 �O t _ _ _• - STEEL PAINT STEEL PAIN' --- - �^ 2,4 --- i 4-- l`SICT s -- PAINT 4 __ NOTE 1 PROVIDE P.ASTIC LAMINATE TO 4'-0` A F.F ON ALL T.R WALLS 05 SURFACE MOUNTED PAPER TOWEL DISPENSER TBD HARDWARE TYPES SURFACE MOUNTED TISSUE DISPENSER TBD Q , EA OFFICE LOCK',tT � 1 EA. PASSAGE LATCH (,� 1 EA, STORE ROOM ,.00KSET 1 EA PRIMARY LOCKSE71 Ll 1 EA ENTRANCE �._. 1 SET SILENCERS I S'•:T SILENCERS 1 SET SILENCERS I EA, OCCUP.ED LOCKSET 0SURFACE MOUNTED SEAT COVE.R DISPENSEA1 TSO I EA. WAIL STOP 1 EA. WALL STOP t EA, WALL STOP INDICATOR t SET GASKETS W 8 � T I t I 1 EA- CLOSER 1 SET SILENCERS ' EA. WALL STOP ROOM FINISHES INDEX - 1 EA. CLOSER t EA CLOSER < AQ11 5'-C TURNIN(; RADIUS I 1 EA, WALL STOP `�9 CJAR FLOOR AREA--FOR REFERENCE ONLY I _.. __ __. _—.. FLOOR FIS Cf LUNG FINISH , A CARPET C-' S�JF'ENDED ACOUSTICAL TILE � I .ABBREVIA?IONS SHEET VINYL C-2 PAINTED GYP BOARD cy. AL ALUMINUM rr t VINYL COMPOSITION TILE C-3 EXPOSED STRUCTURE - PA►NTED Z Z GL CLASS F -4 SEALED CONCRETE C-4 EXPOSED STRUCTUkE SC SOLD CORE WOOD F-5 EXPOSED WAIL FSS ( _ O HM HOLLOW METAL OR HOLLOW METi.L KNOCK--DOWN _J � Q 1 NOTE 1; PROVIDE ELECTRONIC OPENER 8- I RUBBER BASE - TYP W-1 PAINTED G"P BOARD C NOTE 2: PROVIDE MANUAL OPENER B-2 S" RUBBER BASE O T R WALLS W-2 PLASTIC LAM'NAtf 4'-0' AF.F ' f NOTE 3: DOUBLE DOORS OA FLUSH f —__ / w SECTFONAL OVERHE/s� LL1 NOTE 41 VERIFY HARDWARE WITH OWNER ` (% '�� ALL FINISHES FINALIZED AND PROVIDED BY OWNED rrenn o VI 00 252'-0" _ _- - -- -__ 252'--0* 189'-0• F3'-O• - . EXISTING KITCLAFN I 70 9E RE40VFD DRAWN 9Y C"ECKED n. +IAq f -- j 2010 I F i 1 2019 - --- -� y lu J EXISTING CFSSIgLE !� I ' � -r s T•R, 1Q RIAtN - NO 1 I ,� C7 i WCW THIS' AREA -�-- • o O - I 1 I • • • II 1 2I EXISTING 4.R. TO s L.._ -- { 0REMAIN NO WORK I e I 1 I I THIS ARE C;ESFGN. 1 , -30-04 SHOWROOM/BULK OM/BULK i Of.V RF.VIEW 1Z-05 OULK, SALES SALES i 1 ! SHELL 8P t 4 2-29-0 I 1 4 t T 1 PERA;T:d1-1 i T 8-200' FND R i E'd 02 G4 -20C i J f REV. EERY; 04-GI.-O' v 1 PHASE 2 SCHEMATIC DESIGN: 04-01-05 J "1T+ Y1 I�eS� NilD z,t� 51°� 4L�1�-1 AWtNCr * G •f zl�dl 'z I I .._:.. .�.1.- Ci.._ PSCti iT NSG, - fi5, + r _ ,irk MID E L ELEY ,T. Dµ5 (c) f T� - � Faamyr ATpA"5 Mt '5 o EXIST�IG QST FLOOR PLAN 10 EXISTING SECOND FLOOR PLAN T4o 1 .................. 1 , - ,' T4. �; ` - 1' -0 Main ..M M �, 91 IP200t-t11)rlll)I J08 MC _...:v. .mrou...,;1Y�"•^N'!'�'t$: 'saM e:., .,..��n' .,+.....nr.,...-, ...,.. ,.., n .kms ranx'kl+�' ,Ijr[t 4111 rl 1 ( 4 1, - i 'Willa ,i '.. crn I 11P, s1,1 f lIII,Is 1.l1111f(Itl,..111r so111� ,. 16,,I1+ , sItlll!11 11;.r1iFuli} •It4t4 f i! :tt i'I+ E E�.m' STS C1 i s 1 { t r0on.l cw f(S t 1 2 1 id Id ,� tr9 1'p iO 2I 22 23 24 25 25 27 :8 25� 30 1 It1)N, 5ij im {4 h. n . i.'.y m trrw � ,+rw+r�r r f.^ �4 8�4 -N«I 4 C� /r rr UN IVED T — 24'._0' a MAY 1 200S to CITY rt=TK;ARf:i o ITh' VIC w � N `� Mj 3 3 ELM ®BEAK IN T.R. TAE 21 •� 211 � 8 _0 . ` $ � loll IF t O O I _ 8 -0 I 1-1 15-8 1_0 I II I I j (- I Lu 2 ANA t o _-- ---__-_------------,_.�_-- 1.aMlOtlt 11M1 t�11 t PAIS AMW M�C.t,l !4M o Jr14)] - 4E ; 1 2 - -- --_�•_ - .-__- L rM/ALL It/�tM/1'OltllMl�i Qa=tE N01 A O)Vi M F'MIACf Il/ 1rtf. v 11 40 r4W- z l M cmam ma ma A a Do,( S1IONIN a Xw/9 MD r" wLL I �2$ 8 1��►g�'�, I1II M�W1 f3ri=��i x N'�� i� t81NA/f M o01Qll A./ � w sm NIE1f11W a tie M Ate A%A omm UL 5 5-7 1 i A-2 HANGERS USED FITTING TEE — 90' BEND 45" BEND (D HGR3 SIZE F -- -- � '� - --- --- ) (SO. FT.) - -- -- _ — - E HGR4v (IN.) (SO FT.) (50. FT. r - H 1S — R HGR12 _ F1 _ IN - _ 4- A 2.0 D 2.0 G 2.0+ F - U HGR 15 r! B 4.0 E 5.0 N 3.0 9 0■ S. c &0 F e.0 a 5.0 REVISIONS t D__- -I- THRUST-BLOCK DETAI THRUSTBLOCKDETAIL - 1 9 H_ } i�0-2 - DATE R2 — __- �:_ -- - SCALE: M.T.S. ---_ 1 I DATE3 R3 � a a - r T-R�it tia o x ST TI A THMMT PNII- _J - 19 � �Y.J. Wi q 111f1; I � TNT -- .:,• L B NEW e•_D.1. 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C f ------_— WATER FLOW DATA N.T.S. � --- 1 u' Z W W , LJJ O L� W x o =MOWN F_ _ NR r'41 �J .� W & x ►?3J� _.._.- we rw OCOA y a z C7 HtsNxuµ - (IM r t cwrmX3 t.ten AME3 CMI C300o X MKt1Il�AAIH7N I'1i(MA PA1HK)1 Iflt 1'IiUIECItl1N o CROWN CARPET 1 ST FLOOR SPRINKLER PLAN W11NL RRkU Flr ('IIr C)r IN3AiI1)IKFNFk91R) ® N N N 1 N N VAULT DETAIL SCAU 1/8* RELIABLE MDL. G VELD TYPICAL O ROOF V _ -- - _ !._.__.r-_.__ _.. - ._—_._.-_�..-.- ��/�-�•— .— ._— �...._,.-_r, r 41 Y 0 �z __ J n i Y p 0611 � pipSJ][p � 1Z- � f K ON P LAJ 5"1 W l a� I L--- N r r'f CITY OF y,GAOD W W o RACKS LIP TO AND App►Uv� (� RACKS UP TO AND RACKS UP TO AND MID INCLUDING 20' o" C„MM;(Atery A;4 nt)eI ,,, Q! � MJD NICLUDING 20' 0' I AND MCLUDMG 20'-0� V) For cmhl w se Q UOQ PERMIT NO•!� {� Z Z o See 011W to. 0 LLj k , [raved �1AriS l- w�, SPP Date _-- ---" ,�; 1 fay _. o 3 r t,w Ll BUILDING SECTION t ' 1NI(l IM] SCALE 1/4" - V-0" F P I 90 AM OFF10E copy �•luta �I t����r :.� '�.a:;..r', r,..+...rotYWUlb".yw �+i.Whr.,...,... ..: w'N4JtFe2l9Y�.�. .:kYdA?ed�Y. 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