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10730 SW 130TH AVENUE-9 i , ,. S STRUCTURAL NOTES a GENERAL 11�FS18C�E.LZ�4N�RETE: C�NT)� STRUCTURAL SIEEL`-�QNTINUFQ� 1. THIS BUILD'"IG IS CLASSIFIED AS A TY'f E V, 1 HOUR RATED BUIL-DING. ALL STRUCTl11RAL 17. NON-ST'?UCTUkAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL 17. SHOP PAINT ALL STEEL EXCEPT STEEL TO BE ENCASED IN CONCRETE SURFACES TO BE STELL COLUMNS, BEAM TO BEAM, BEAM TO WALL OR BEAM TO COLUMN CONNECTI�M!5 DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANY REQUIRED ADDITIONAL FRAMING. 14. DETERMINE SIZE AND LOCATION OF ANCHOR BOLT'S, PADS, SLEEVES, ETC,, FOR Uj SHA' L BE WRAPPED WITH GYPSUM BOARD TO CREATE 1 HOUR PROTECTION. ALL LIGHT MECHANICAL EQUIPMENT MANUFACTURER CERTIFIED DRAWINGS. WELDED, CONTACT SURFACES TO BE HIGH-STRENGTH BOLTED, AND STEEL-.WORK WHICH z FRAMED STUDS, JOISTS, ETC. SHALL BE PROTECTED AS SHOWN ON THE ARCHITECTURAL 18. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE WILL BE CONCEALED BY INTERIOR BUILDING FINISH. AFTER THE ERECTION IS COMPLETE, � I 0 DRAWINGS (EXCEPT 'WHERE LOCATED GREATER THAN 25 FT ABOVE THE FLOOR), STRUCTURAL ENGINEER IN THE DESIGN OF THE. STRUCTURE. MECHANICAL EQUIPMENT 15. WHERE APPROVED BY ENGINEER, PIPES MAY PASS THROUGH STRUCTURAL CONCRETE iN TOUCH-UP ALL SHO'' PRIMING COAT DAMAGED DURING TRANSPORTATION OR ERECTION til cf) SHALL THEREFORE BE ISOLATED TO ELIMINATE SLEEVES, BUT SHALL NOT 6E EMBEDDED THEREIN. Arvt7 PRIME ALL FIELD WELDS ALL PRIMER PAINT SHALT_ CONFORM WITH FEDERAL ~ INCLUDING INATE VIBRATIONAL EFF STORAGE AREAS AND OTHER NON-PU9LIC ACCESS SP=ACES. THE GLUED SPECIFICATION TT-P-615D (2), TYPE 1, p G� LAMINATED BEA;,iS OF 6 3/4" OR GREATER WIDTH NEED NOT 3E WRAPPED IN GYP';UM F UN BOARDATI 1N: 16. PROVIDE NO OPENINGS IN FRAMED SLABS, WALLS, AND BEAMS UNLESS SHOWN AND . DETAILED ON STRUCTURAL DRAWINGS OR APPROVED IN WRITING BY THE STRUCTURAL '?RUCTURAL GI UFO-,AI41NATED TITIMBER: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPrRE:.3ENT THE FINISHED STRUCTURE. 1. SOIL DESIGN PRESSURE: 2000 PSF ENGINEER. UNLr SS SPECIFICALLY" NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION 2. FOUNDATION WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL 1. GRADING AND FABRICATION OF GLUED LAMINATED TIMBER SHALL BE IN ACCORDANCE WITH THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECES�,ARY TO REPORT PREPARED BY GEOPACIFIC ENGINEERING, INC , PROJECT NO. 02-7803, DATED 17. FINE GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT, TO WHICH MAY BE ANSI / AITC 190.1. e PROTECT THE STRUCT,,:?C, WORKMEN AND OTHER PERSONS AND PROPERTY DURING MAY 24, 2002. ADDED NOT MORE THAN 1/10 PART OF HYDRATED LIME OR LIME PUTTY, ANC 2-1/4 TO 3 •, 'i H T CONSTRUCTION THE CONTRACTOR SHALL AT HIS EXPENSE ENGAGE PROPERLY QUALIFIED 3 E GEOTECHNICAL ENGINEER SHALL VERIFY THAT CONSTRUCTION AT THE SITE IS IN PARTS OF SAND. MINIMUM COMPRESSIVE STRENGTH SHALL BE 2500 PSl AT 28 DAYS. 2. ALL GLUED LAMINATED TIMBER SHALL EE FABRICATED USING WET USE ADHESIVES �1 ,tp2 r �_ ACCORDANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT. SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW. MEETING ASTM D 2559-66T SPE(_;!FICATIONS. PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES ' SHA,L BE USED AND INSPECT THE SAME IN THE FIELD. OBSERVATION VISITS TO THE SITE 4. FOOTINGS SHALL EXTEND AT LEAST 18" BELOW LOWEST ADJACENT FINAL GRADE, 12" BY SHE ENGINEER, IF SO RETAINED, SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMC BELOW ROUGH PAD RADE, TO FIRM UNDISTURBED BEARING OF DESIGN CAPACITY 18. COARSE GROUT SnALL CONSIST OF ONE PART OF PORTLAND CEMENT, TO WHICH MAY BE 3. STRESS VALUCS: 1'� 1' 11.E � j� THE 'CONTRACTOR IS RESPONSIPI_E FOR THE OBSERVANCE OF ALL FEDERAL, STATE AND OR TO AN ENGINEERED FILL FULLY MONITORED BY THE C,FC IE HMCAL ENGINEER. ADDED NOT MO.2E THAN 1/10 PART OF HYDRATED LIME OR LIME PUTTY, AND 2 TO 3 P. RTS EXTREME FIBERS IN BENDING Fb = 2,400 PSI �``'`✓ ��; LOCAL SAFETY REGULATIONS DURING CONSTRUCTION, INCLUDING THE INSTALLATION OF 5. FINISHED EXCAVATIONS FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE, W111 OF SAND, AND NOT MORE THAN 2 PARTS OF PEO, GRAVEL P,ASED ON DRY LOOSE VOI_w"iCS. HORIZONTAL SHEAR Fv = 190 PSI UNCFRGROUND SERVICES. LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. GROUT SHALL LSE OF FLUID CONSISTENCY. APPROVED ADMIXTURES MAY BE ADDED TO THE COMPRESSION PERPENDICULAR TO GRAIN Fc = 650 PSI 1111;�,��,i,�r IZ zllo3� 6. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED GROUT MIX. GROUT SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STREN -TH OF 2500 MODULUS OF ELASTICITY E = 1,800,GOO PSI 3. THEE PLANS AND SPECIFICATIONS AND THE ENGINEERING AND DESIGN WORK THEY BY THE LOCAL BUILDING OFFICIAL TO INSURE COMPLIANCE WITH THE REQUIREMENTS. PSI AT 28 DAYS, SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL_ ENGINEER FOR REVIEW. PER CAIN TO „RE INTENDED SGI '`LY' FOR THE PROJECT SPECIFIED HEREIN. BRADFORD 7. ALL FILL MATERIAL IS TO BE APPROVED BY A GEOTECHNICAL ENGINEER AND IS TO BE 4. MANUFACTURER OF GLUED LAMINATED TIMBER SHALL STAMP MEMBERS WITH AN AITC CONPAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND COMPACTED TO THAT ENGINEER'S SPECIFICATIONS. SPECIAL INSPECTION IS REQUIRED 19. DRYPACK SHALT_ CONSIST OF ONE PART PORTLAND CEMENT, 4 PARTS SAND BASED ON DRY STAMP AND A CERTIFICATE OF CONFORMANCE SHALL BE SUBMITTED TO THE BUILDING -+-� SPE- IFICATIONS OR THE DESIGN, AD-VICE, AND INSTRUCTIONS PERTAINING THERETO ARE DURING FILL AND COMPACTION, LOOSE VOLUMES AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART LIME PUTTY OR INSPECTION DEPARTMENT AND ENGINEER PRIOR TO INSTALLATION. C� USE' ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND l_v;,ATIONS 8. NOTIFY THE STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN DRY HYDRATED LIME, DRYPACK SHALL OBTAIN A MINIMUM UE TIMATE COMPRESSIVE SPE IFIED HEREIN. VARIANCE WITH THE DATA HEREIN CITED. STRENGTH OF 2500 PSI AT 28 DAYS. SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL 5. APPEARANCE SHALL BE "INDUSTRIAL" UNLESS OTHERWISE NOTED. _ 9. FOOTING ELEVATIONS SHOWN ON THE DRAWINGS ARE TO THE TOP OF FOOTING. ENGINEER FOR REVIEW. 4. i:ONIRACTOR SHAL HECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB 10. STEP FOOTINGS, WHERE REQUIRED, AT A RATIO OF 1 VERTICAL TO 2 HORIZONTAL WITH A 6. MANUFACTURER SHALL PROVIDE ONE COAT END-SEALER AND PROTECT IN TRANSIT. SITE AND REPORT ANY ERRORS, OMISSIONS, OR POSSIBLE DISCREPANCIES BETWEEN MAXIMUM VERTICAL STEP OF 2'-0". 20. PROPER CURING OF ALL CONCRETE IS THE SOLE RESI"'ONSIBILITY OF THE CONTRACTOR L� EIEC, CONDITIONS AND DRAWINGS TO THE ENGINEER PRIOR TO PROCEEDING WITH THE 11, WALLS, SUCH AS BASEMENT WALLS, WHICH DEPEND ON SURROUNDING STRUCTURE FOR AND SHOULD BE DONE IN A MANNER RECOMMENDED BY THE LATEST EDITION OF THE ACI STRUCTURAL SAWN LUMBER; WOP�:. SPECIAL CARE SHALL BE GIVEN TO SITE AND BUILDING LAYOUT THEREON, LATERAL SUPPORT, SHALL BE BRACED DURING BACK-FILLING OPERATIONS AND SHALL CODE. REMAIN BRACED UNTIL THE SURROUNDING STRUCTURE HAS BEEN COMPLETED AND IN 1. STRUCTURAL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR 'D.F.) LARCH PER 5, NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL PLACE A MINIMUM OF 28 DAYS. REINFORCING STE;Lm STANDARD GRADING AND DRESSING RULES #16 OF WEST COAST LUMBER INSPECTION N071'S. 12. SLABS ON GRADE SHALL BE PLACED ON FIRM, MOISTENED, COMPACT GRAVEL AND SHALL BUREAU. HAVE CONSTRUCTION JOINTS SPACED NO FURTHER APART THAN 20 FEET IN EACH 1, ALL REINFORCING STEEL UNLESS OTHERWISE NOTED IN DRAWINGS SHALL. CONFORM TO ' - 6. ALL 11ATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE STATE DIRECTION UNLESS OTHERWISE NOTED ON THE DRAWINGS. ASTM A-615 WITH THE FOLLOWING GRADES: 2. WOOD GRADES UNLESS OTHERWISE N1_ ED IN PLANS: OF OREGON 1998 EDITION STRUCTURAL SPECIALTY CODE (BASEDGN THE 1997 UNIFORM 13. ALL WOOD BEARING WALL, SHEAR WALL AND EXTERIOR WALL FOUNDATION PLATES OR #3 AND SMALLER 40 JOISTS, PURLINS (2" TO 4" WIDE, 6" AND DEEPER) GRADE #2 C _ C'J BUILDING CODE) AND THE LOCAL BUILDING OFFICIAL, SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS #4 AND LARGER 60 BEAMS, PURLINS (4" WIDE & OVER) GRADE #1 �',i ild I /L�� U P1 NIL.TCP] AAI/�11/\o B0 TC r\lbrnncn AT I C"CT 7" IAITn r`nKIPDCTC no SI1R-PURI LJS (2" TO 4" WIDE. 4" DEEP) GRADE #1 Cj Inr,ly IJL I,.JI I',IVIL ILL\ ntv UIIVIVVLIJ W REINFORCED MASONRY AND SPACED NOT MORE THAN 6'-0" APART UNLESS OTHERWISE LEDGERS GRADE #2 �� 7 NO FIDES, DUCTS, SLEEVES, CHASES, ETC., SHALL LL PLACED IN SLABS, BEAMS, OR WALLS r 2. ALL WELDED WIRE FABRIC TO BE 60000 PSI YIELD STRENGTH CONFORMING T O ASTM T XA! X4 CONSTRUCTION GRADE Q� UNL;.SS SPECIFICALLY' SHOWN OR NOTED, NUR SHALL ANY STRUCTURAL MEMBER BE CUT NOTED. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT , � _ � I� FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR LOCATED WITHIN 12" OF EACH END OF EACH PIECE. A497-86, A496- 85 AND A185-85. ALL FABRIC SHALL BE IN FLAT SHEETS OF SIZE NOTED ON ) STUDS (2' 6 AAND3LARGER) GRADE #2 APP�?OVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. REFER TO THE PLANS. POST (ALL SIZES) GRADE #1 <::c ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LC'---ATIONS. PERM ANENT INSULATING CONCRETE FORMING SY"T M CONSTRUCTION GRADE ' 3. REINFORCING DETAILING, BENDING AND PLACING SHALL BE R' ACCORDANCE WITH SILLS, PLATES AND BLOCKING 8 ALL 'DETAIL C=ALL OUTS AS SHOWN ON THE DRAW;NGS, SECTIONS AND ELEVATIONS SHALL 1. MANUFACTURER: ECO-BLOCK, LLC. CUNCRFTF REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST 3 CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS 1'0 BE PERMITTED ONLY AS CLD � _ APF _Y TO ALI SIMILAR CONDITIONS WHETHER REFERENCED OR NOT, TYPICAL DETAILS EDITION. DETAILED OR APPROVED BY THE ENGINEER. ANC NOTES SHALL APPLY UNLESS SHOWN OTHERWISE IN DRAWINGS. 2. PROVIDE A COMPLETE PERMANENT INSULATING CONCRETE FORMING SYS•IEM, MANUFACTURED, FABRICATED AND INSTALLED ACCORDING TO THE FOLLOWING 4. ALL WELDIN^ OF REINFORCING BARS SHALL BE DONE BY THE SHIELDED METAL ,ARC 9 GESTIN LIVE LOADS: STANDARDS: WELDING PF?OCESS. IN ACCORDANCE WITH AWS D12.� (LATEST EDi'TION) AND BE 4. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 23-1-0 (UBC CODE C7 21 3 C`J WIND ZONE 80 MPH (EXP. B) A. EVALUA'-ION REPORT ER-5498 PERFORMED BY CERTIFIED WELDERS AND CONTINUOUSLY INSPECTED BY A LICENSED LATEST EDITION). SEISMIC ZONE 3 B. UBC 26-3: ROOM FIRE TEST STANDARD FOR INTERIOR FOAM PLJ STIC SYSTEMS. INSPECTOR APPROVED BY THE LOCAL GOVERNING AUTHORITY. ALL REINFORCING WHICH ROOF LIVE LOAD: FLAT 25 PSF IS TO BE WELDED SHALL MEET ASTM A706 GRADE 60. 5. SILLS OR PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FLOOR LIVE LOAD: OFFICES AND CLASSROOMS 50 PSF 3. PRODUCTS; WOOD PER AMERICAN WOOD PRESERVERS ASSOCIATIGN STANDARD C2. (AWPA C2) LIBRARY 125 PSF A. ECO-BLOCK RESIDF,NTIAL BLOCK 5. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED, SPLICES AT OTHER STORAGE ROOMS 125 PSF 1) MATERIAL: EXPANDED POLYSTYRENE (EPS) LOCATIONS MAY BE ALLOWED ONLY IF APPROVED BY THE STRUCTURAL EN: INEER. 6. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. CORRIDORS 1n0 PSF 2) DIMENSIONS: 48" X 16" X 2 1h" ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/16" DIA. LARGER THAN THE NORMAL BOLT YOUTH ROOMS 100 PSF 3) APPARENT THERMAL CONDUCTIVITY (ASTM C518): 0.248 BTU IN/HR SQ FT DEG F. 6. STANDARD LAP SPLICES FOR WELDED WIRE FABRIC SHALL BE 12" OR 1WO WIRE SPACES, DIAMETER. PLATFORM 100 PSF 4) FLAME SPREAD INDEX (ASTM E4.8): 12 WHICHEVER IS GREATER. I 7. PROVIDE DOUBLE JOISTS LINGER ALL PARALLEL PARTITIONS. E 10 NO CHANGES SHALL BE MADE TO THESE DRAWINGS WITHOUT THE EXPRESSED WRITTEN5) SMOKE DEVELOPMENT INDEX (ASTM E84): 217 7. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL, CONSENT OF THE STRUCTURAL ENGINEER. BAILS AND SHALL BE TIED IN POSITION AT TOP AND 8. PROVIDE BLOCKING OR BRIDGING PER SEC 2306.7 OF THE UBC CODE. C. ECO-BLOCK POLYPROPYLENE CONNECTORS, SPLICES, 90 DEGREE PANEL CONNECTORS BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 11 WORM. THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL AND OTHER MISCELLANEOUS CONNECTORS FOR A COMPLETE SYSTEM. 9. TOP PLATES OF ALL WOOD STUD WALLS TO BE DOUBLE 2X (SAME WIDTH AS STUDS), DPAWINGS, IF SUCH ARE PROVIDED. 4. EXECUTION: 8. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4'-0" UNLESS OTHERWISE NOTED, LAP 48" (MIN.) WITH NOT LESS THAN 9-16D NAILS AT EACH LAP A. COMPLY WITH INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER. MINIMUM UNLESS OTHERWISE NOTED. AND NOT MORE THAN 12" BETWEEN NAILS, 12, WHERE REFERENCE IS MACE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH B. THE CONTRACTOR IS RESPONSIBLE FOR THE FORMING SYSTEM INSTALLATION 0 STANDARDS SHALL BE THE LATEST EDITION, AND/OR ADDENDUM. 9.. BARS NOTED "CONT" AND TYPICAL WALL REINFORCING SHALL HAVE A MINIMUM SPLICE 10. FIRE BLOCKING 2" THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS _ / INCLUDING DESIGN OF ALL SUPPLEMENTAL FORMING SYSTEMS SUCH AS FOR PILASTERS AND LINTELS, BLOCK OUTS, E1"C. EQUAL TO THE STANDARD LAP SPLICES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. AT EACH 10 FEET HEIGHT OF STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS. 13. THE: FOLLOWING SHOP DRAWINGS ::'TALL BE SUBMITTED TO THE ENGINEER AND THE C. 'INHERE INDICATED ON THE DRAWINGS, INCREASE WALL WIDTH AND ADD SPECIFIED � BUILDING DEPARTMENT: SPECIAL REINFORCING. 10, ALL REINFORCIN" STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE SECURED IN 11, LAG BOLTS AND SCREWS SHALL BE PRE-DRILLED TO SHANK DIAMETER AND FULL DEPTH A. GLUED LAMINATED STRUCTURAL TIMBERS AND ASSEMBLIES D. BLOCK OR ROUTE OUT FOAM SHELLS AS REQUIRED FOR LEDGERS AND BEAM POSITION PRIOR FO PLACING CONCRETE OR GROUT. AND SCREWED (NOT DRIVEN) INTO PLACE. B. STRUCTI '=AL AND MISCELLANEOUS SCONNECTIONS TEEL . C. MANUFAC'IURED TRUSSES AND JOISTS E. ERECT WALL FORMS PLUMB, SQUARE AND LEVEL. 11. PROVIDE DOWELS IN rOOTINGS AND/OR GRADE BEAKIS THE SAME GRADE, SIZE AND 12. PREFABRICATED STRUCTURAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY �- N ENGINEERED CALCULATIONS STAMPED BY A REGISTERED ENGINEER IN THE STATE OF THE F. PLUMB, SQUARE, DIAGONALLY BRACE AGAINST RACKING AND SECURELY ATTACH TO NUMBER AS VERTICAL WALL OR COLUMN REINFORCING DOWELS SHALL HAVE A MINIMUM SIMPSON COMPANY WITH EVALUATION SERVICE REPORTS AND ICBO APPROVAL_. Q-) PROJECT SHALL ACCOMPANY ALL SHOP DRA`V' NGS WHICH REQUIRE DESIGN BY THE FORMS, WOOD BUCKS FOR DOORS, WINDOWS AND OTHER OPENINGS PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. PRODUCTS FROM DIFFERENT MANUFACTURERS, OR MODELS DIFFERENT THAN THOSE SUPPLIER OR AS REQUIRED ELSEWHERE IN 'HESE SPECIFICATIONS. G. PROPERLY REINFORCE ALL CUTS AND WEAK SPOTS IN FORMING BLOCKS, SPECIFIED ON THE PLANS, MAY NOT BE SUBSTITUTED EXCEPT KITH ENGINEER'S ALL SHOP DRAWING SUBMITTALS RErE:;VLD ARE UIIDERSTOOD TO REPRESENT THE H. INSTALL SLEEVES FOR PENETRATIONS AND ANCHORS FOR INTERICG^ WALLS INTO 12. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE UNLESS EXPRESSED WRITTEN APPROVAL. ALL CONNECTORS TO BE FULLY NAILED UNLESS PRODUCT THAT THE GENERAL CGvTRACTOR INTENDS Tu 1=1.2VIDE FOR THE PROJECT. FORMWORK BEFORE PLACING CONCRETE. OTHERWISE NOTED: OTHERWISE INDICATED ON THE DRAWINGS. WITH THAT UNDERSTANDING, THE CONTRACTOR IS EXPECTED TO CHECK THE SHOP I. INSTALL AND SECURELY TIE REINFORCING BARS SO THAT CONCRETE, WHEN PLACED, � � DRAWINGS PRIOR TO SUBMITTING TN'=M TO THE ENGINEER. SUBMITTALS SHALL INCLUDE WILL FULLY SURROUND ALL BARS. BELOW GRADE OR EXPOSED TO WEATHER: STRUCTURAL MANUFACTURED WOOD JOISTS: 0 0 EVIDENCE THAT THIS CHECK HAS BEEN PERFORMED. J. MAKE LINTELS OVER DOOR AND WINDOW OPENINGS INTEGRAL WITH WALL BY UNFORMED CAST IN PLACE .3" CLEAR U SHOP DRAWINGS, WHICH ARE SUBMITTED, WILL BE REVIEWED BY THE ENGNEER FOR INS LALLING REQUIRED REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. FOR'vIED CAST IN PLACE 2" CLEAR 1. JOIST SHALL BE WILLAMETTE INDUSTRIES, INC. "STRUCJOIST" I-JOIST PRODUCTS OF THE cn L_ GENERAL CONFORM^N-E WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL K. PLACE HORIZONTAL REINFORCING BARS IN NOTCHES IN PANEL„ CNNECTCRS, PRECAST WALL PANELS 1" CLEAR SIZE AND TYPE INDICATED ON THE DRAWINGS. Q COAn''LIANCE WITH THE INFORMATION GIVEN IN THESE CONTRACT DOCUME"N TS. THE: STAGGERING BARS SIDE TO SIDE. CONT?ACTOR IS RESPONSIBLE FOR: DIMENSIONS, WHICH SHALL BE CONFIRMED AND L. 1NSTA.L1 VERTICAL BARS AT CENTER OF WALL FORMS. ,.00VE GRADE AND NOT EXPOSED TO WEATHER: 2, CONTRACTOR SHALL SUBMIT ICBG REPORTS AND CALCULATIONS PREPARED BY A CIVIL OR CORRE'_ATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF M. PLACE ANCHOR BOLTS AND STRAPS AS SHOWN ON DRAWINGS. "' r 'G T � "^' " ' � B'J'LCI"JC L`EPARTNIEI n - CONSTRUCTION INCLUDING TEMPORARY BRACING AND SHORING; COORDINATION OF HIS I T WALLS 3/4" CLEAR STRUCTURAL ENv INEER TO IHL E�vvINEER AND TO THE I v 'T FOR � - r`. CONSOLIDATE CONCRETE DURING PLACE-I,1ENT WITH NOT GREATER TF;ON 3/4" COLUMNS 1 1/2" CLEAR REVIEW AND APPROVAL_ PRIOR -TO FABRICATION. (-�_� U-) WORK: WITH THAT OF ALL OTHER TRADES; AND THE SATISFACTORY PERFORMANCE OF HIS DIAMETER VIBRATOR OR EXTERNAL EQ!IIVAt_CiJT. WORK, 0. '.:IT CHASES FOR ELECTRICAL CABLE AND PLUMBING INTO THE BLOCKS USING A BEAMS AND GIP,DERS 1 1/2" CLEAR InT JOISTS 3/4" CLEAR 3/4' CLEAR 3. PERMANENT AND TEMPORARY BRACING OF PRErABnICATED WOOD 'TRUSSES AND r� �7 F<OUTER OR I-!OT KNIFE AFTER CONCRETE HAS BEEN PLACED AND CURED INDIVIDUAL TRUSS ELEMENTS IS THE SOLE RESPONSIBILITY OF THE TRUSS la INSPECTIONS: ALL CONSTRUCTION SHALL BE SUB.ECT TO IPSP[ CTION BY THE BUILDING STRUCTURAL SLABS 3/4" CLEAR MANUFACTURER AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. OFFICIAL IN ACCuRI)ANJCE WITH UBC SEC 108. IN ADDITION, THE FOLLOWING SPECIAL PRECAST WALL PANELS 3/4" CLEAR - !NSF ECTiCNS SHALL BE PROVIDED. 'N ACCORDANCE WITH UBC SEC. 1701: REINFORCED CONCRETE; 4. WEB STIFFENERS, AND SQUASH BLOCKS SHALL BE PROVIDED WHERE INDICATED ON THE N A TIL!_. A QUALIFIED GEOTf :HNICAL ENGINEER SHALL MONITOR 'LACING AND NOTE: AT W,AI_L ^,NFLS WITH 2 LAYERS OF STEEL, PROVIDE SAME COVER EACH SIDE OF DRAWINGS AND WHERE REQUIRED BY TETE MANUFACTURER OR JOIST ENGINEER. -�--' -_ COM7ACTION OF ALL -ILL MATERIAL. I. CEMENT FOR CONCRETE CR GROUT SHALL CONFORM TO ASTM C-150, TYPE I. MINIMUM WALL. 6. CONCRETE: DURI'4G THE TAKING OF TEST SPECIMENS AND PLACING OF REIIN ORCE D CEMENT CONTENT 500 LBS/CU YD . 5, ALL BOTTOM BEARING JOISTS SHALL HAVE WEB STIFFENERS TO SERVE AS FIRE BLOCKING, Q� CONCRETE. �TRUCTURAL�j�EL;_ WHETHER OR NOT THEY ARE REQOIPED STRUCTURALLY. C. BOLTS IN CONCRETE PRIOR TO AND DURING THE PLACEMENT OF CONCRETE ARO IND 2. AGGREGATES S'. .41 CONFORM TO ASTM C-33 FOR NORMAL-WEIGHT CONCRETE AND ASTI,! BOLTS. C-330 FOR LIGHTWEIGHT CONCRETE. 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED. 6, ALL GAPS OR SPACES CREATED AT JOIST ENDS / HANGERS, ETC. SHALL BE FIRE BLOCKED D. ADHESIVE OR EXPANSION ANCHORS. DURING HOLE PREPARATION AND INSTALLATION. AT 10 FT MAXIMUM. " E. REINFORCING STEEL: PRIOR TO PLACING, CONCRETE AND AT TIMES REQUIREO TO 3. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 2. WIDE FLANGE SHAPES SHALL BE ASTM A992 GRADE 50 (FY=50 KSI). ENABLE INSPECTION OF AI__L REINFORCING THAT MIGHT BE DIFFICULT TC IEE IN TIE 7. ADDITIONAL FLOOR JOISTS SHALL BE PROVIDED AT ALL PARALLEL WALLS ABOVE. COMPLETED FORMS. 4. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THC LATFS" ACI CODE 3. STEEL PIPE SHALT_ CONFORM 'TO ASTM A53-84A, GRADE "B", TYPE E OR S, (FY=35 KSI). F. STRUCTURAL WELDING: ALL STRUCTURAL WELDING, INCLUDING SHOP WELDING ANU (ACI 318) AND DETAILING MANUAL (ACI 315), UNLESS OTHERWISE DETAILED OR NOTED IN 8. JOIST FLANGES SHALL NOT 3E CUT OR NOTCHED UNLESS SPECIFICALLY INDICATED ON THE WELDING OF REINFORCING STEEL, SHALL BE CONTINUOUSLY INSPECTED. THE SPECIAL DRAWINGS. 4. STEEL TUBE SHALL CONFORM TO ASTM A50n-84, GRADE B, (FY=46 KSI). DRAWING OR APPROVED BY THE JOIST ENGINEER. INSPECTOR NEED NO N:O1 BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING 5. CONCRETE SHALL HAJE A MINIMUM ULTIMATE STRFNIr_.TH AT 28 DAYS TABULATED BELOW. 5. ALL MAIN MEMDERS SHALL. HAVE BOLTS CONFORMINGTO ASTM A325. S. WEB OPENINGS ARE NOT PERMITTED UNLESS SPECIFICALLY INDICATED ON THE PLANS, PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC EXCEPTIONS SHALL BE NOTED HEREIN OR ON DRAWINGS. SUBMIT CONCRETE MIX DESIGNS APPROVED BY THE JOIST ENGINEER AND FIRE BLOCKING ISSUES HAVE BEEN ,ADDRESSED. INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL TO THE STRUCTURAL ENGINEER FOP REVIEW AND APPROVAL. WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WF!_DINc : LOCATION F'C 6. MACHINE BOLTS AND ANCHOR BOLTS SHALL_ CONFORM TO ASTM A307-82A, GRADE "A" 1) SINGLE PASS FILLET WELDS NOT EXCEEDING 5j16" IN SIZE. UNLESS OTHERWISE NOTED. BOLTS SHALL BE FULL DIAMETER WITH CUT THREADS. UPSET PLYWOOD DIAPHRAGMS: SLABS ON GRADE AND FC;OTINGS 3000 PSI THREADS ARE N(,T ACCEPTABLE. COST 2) WELDING OF STAIRS AND RAILING SYSTEM`. WALLS 3000 PSI 1. ALL STRUCTURAL PLYWOOD SHALL 13E APA RATED, GRADE CD, WTH EXTERIOR GLUE P.S. COST OF SPECIAL INSPECTIONS SHALL BE BORNE BY THE OWNER. 7. ALL WELDING SHALL BE BY THE ELE('TRIC SHIELDED ARC PROCESS, USING E7U-XX 1-74, UNLESS OTHERWISE NOTED. THE SPECIAL INSPECTOR SHALL L3E A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS 6. ADMIXTURES MAY @E USED WITH APPROVAL OF THE ENGINEER. ADMIXTURES USED TO ELECTF'ODES AND SHALL COMPLY WITH AWS D1.1-81 SPECIFICATIONS FOR WELDING AND COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE INCREASE THE WORKABII.ITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE FABRICATION. 2. APA-RATED ORIENTED STRAND BOARD SHEATHING, WITH AN EQUIVALENT SPAN RATING, PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIFIED MINIMUM CEMENT CONTENT. MAY GSE USED AS AN EQU VALENT SUBSTITUTE FOR ROOF PLYWOOD SHEATHING. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTORS: THE SPECIAL INSPECTOR 8, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED PLANS 7. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR T ': 3. FLOOR PLYWOOD SHALL BE 7 8" 48 24 T&G STURD-I-FLOOR. ANC' SPECIFICATIONS, AND SHALL FURNISH INSPECTION REPORTS TO THE BUILDING TEXTURES REQUIRED 10 BE CAST INTO CONCRETE .AND FOR EXTENT OF DEPRESSIONS, STEEL FOR SPECIFICATION THE DESIGN, ABRICATION AND ERECTION OF STRUCTURAL � / / PERMIT SET OFFICI,'.L, BRADFORD ^ONRAD CROW ENGINEERING CO., AND TO THE CONTRACTOR. ALL CURBS, AND RAMPS. 4. PLYWOOD NAILING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SEE DISCREPANCI'E'S SHAL' BE BROUGHT TO THF IMM;DIATE ATTENTION OF CONTRACTOR FOR DIAPHRAGM NAILING PLANS FOR MAIN ROOF AND FLOOR DIAPHRAGMS. CORRECTION', THEN I',- UNCORRECTED, TO THE BUILDING OFFICIAL AND 10 BRADFORD 8, PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH 9. GIRDERS OF STEEL DESIGN SHALL SE SUPPORTED AT ALL TIMES UNTIL E CONNECTIONS AFit PLYWOOD BOUNDARY AND JUN � ' 2002 CC'NRAD CROW ENGINEERING CO. THE INSPECTOR SHALL SUBMIT O, FINAL_ SIGNED REPORT FULLY WELDED AT DESIGNATED FIELD SPLICES 'TO PREVENT EXCESSIVE BENDING FROM A ,/4" CHAMFER UNLESS OTHERWISE NOTED. THEIR OWN WEIGHT. THICKNE 3- EDGE AILING FIELD NAILING ��.T. �� n��-�-��'�'�p� t STATING WHETHER THE WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE 1/2'' 8D ® 6" O.C. 8D ® 12" O.C. WITii THE APPROVED PLANS AND SPECIFICATIONS. 9. CONCRETE FORM TOLERANCES SHALL BE WITHIN TF'E STANDARDS SET BY THE AMERICAN 10. NO WELDING SHALL BE DONE UNTIL AS MUCH OF THE STRUCTURE THAT WILL, ESE STIFFENED 5/8" 10D ® 6" O.C. 10D ® lO" O.C. ' "��' T CONCRETE INSTITUTE. UN4%,. '••3'S A BELOVED BY 5 OPTIONS, IF PROVIDED HEREIN, ARE FOR THE CONTRACTOR'S CONVENIENCE. HE SHALL BE THEREBY HAS BEEN PROPERLY ALIGNED. 3/4" OR 7/8" 10D 10 6" O.C. IOD ® 10" O.C. -� ALL PLYWOOD SHALL BE INSPECTFD PRIOR TO COVERING. -r�� OFFICIA " RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, SHALL 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE 11. SEQUENCE OF PLACING WELDS SHALL BE SUCH AS TO AVOID DISTORTION OF MEMBERS. • tD8T^;N ALL REQUIRED APPROVALS, AND PAY ALL COSTS INCIDENT THERETO. SECURED IN POSITION PRIOR, TO POURING OF CONCRETE. 10730 SW 130T" 5. THE NAIL EDGE DISTANCE FOR 3" NOMINAL (2-1/2" NET) WIDE MEMBERS ON WHICH SHEET WESTGATE BAP'ris'r ' REJECTION OF MATERIALS AND/OR WORKMANSHIP: ANY MATERIAL FOUND NOT TO MEET 11. MINIMUM EM��DMENT OF ALL ANCHOR BOLTS (A.B.), UNLESS OTHERWISE NOTED ON FLANS, 12, ONE-SIDED CONNECTIONS WILL NOT BE PERMITTED UNLESS DETAILED ON THE DRAWINGS ARE SPLICED SHALL 9E 3/4" MINIMUM. THF SPECIFICATIONS SHA LL BE REMOVED FROM THE SITE IMMEDIATELY. IMPROPER 7" IN FOOTINGS OP TOP OF CONCRETE AND 4-1/2" INTO VERTICAL CONCRETE SURFACES 13. ALL BUTT WELDS SHALL RE FULL PFNETRATION UNLESS OTHERWISE DETAILED ON THE SI'1'?Q(I?-OOQ15.Pf.31?OU2-Il0y1-t li►f 211)6. THE NAIL EDGE DISTANCE FOR 2" NOMINAL (1- 1/2" NET) WIDE MEMBERS ON WHICH M< TERIAI_ ALREADY INSTALLED OR MATERIALS IMPROPERLY INSTALLED SHALL BE ALL BOLTS SHALL HAVE A STANDARD BOLT HEAD AT THE EMBEDED END, PLANS. REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. IF THE CONTRACTOR SO ANCHOR BOLTS SHALL BE SPACED A MINIMUM 12 DIAMETERS. I SHEETS ARE SPLICED SHALL BE 3/8" MINIMUM, CARE SHALT_ BE MADE NOT TO SPLIT BRADFORD ELECTS, INDIVIDUAL, SITUATIONS WILL BE EVALUATED FOR POSSIBLE ACCEPTANCE IF 14. ALL SHOP WELDING SHALL BE PERFORMED BY WELDERS HAVING A CURRENT AWS THE FRAMING MEMBERS. NRAD COCROW ENGINEERING CO. CERTAIN MC)DIFICATIONS AS DETERMINED OR APPRCVED BY THE ENGINEER OF RECORD 12. LOCATION OF CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED IJP DRAWINGS SHALL CERTIFICATE FOR THE TYPE OF WELDING BEING PERFORMED AND IN A SHOP LICENSED BY ARE MADE. THE CONTRACTOR WILL BE BILLED BY THE ENGINEER AT THF ENGINEER'S BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. THE LOCAL. AUTHORITY. 7 THE NAIL EDGE DISTANCE FOR PLYWOOD SHEETS SHALL BE NOT LESS THAN 3/8". ALG Cent, • STII ung • WICHAWC& ENORIEERS Simi NOPMAL HOURLY RATES FOR ANY TIME SPENT EVALUATIN", AND/OR REr)ESIGNING FOR 10180 SW NIMBUS, SUITE J3 ALL 15 AFIELD WELDING SHALL BE DONF BY CERTIFIED WELDERS AND CONTINUOUSLY 8 NAILS MAY BE SLANT DRIVEN TO MAINTAIN MINIMUM EDGE DISTANCE IN FRAMINI' SUCH OCCURRENCES 13. CONCRETE SLABS AND WALLS VARIATION FROM LEVEL TO BE 1/8" IN TEN FEET MAXIMUM, MEMBERS. TIGARD, OR 97223 UNLESS OTHERWISE NOTED ON DRAWINGS. INSPECTED BY A LICENSED INSPECTOR APPROVED BY 1HE LOCAL AUTHORITY. PH. (503) 839-6601 FAX (303) 0139-6231 16. ALL STEEL MEMBERS AND HARDWARE WHERE NOTED ON THE PLANS TO BE GALVANIZEDECCE JOB NUMBER: 013", L)K A PROJECT 0: SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION WITH A 6 MIL MINIMUM COATING. 1501 q ' .': »trw ie ..m,........ a u,.JS,ie+..4�• :aii: rl;ts.,+r?�7{91J�9Aa=+,v..e.. ._. � r ., „„.. T� �.Ya. w,w....,.............. _ -.._.... -.:.:tai,,,:.,,::•._.,.. .:..•,..,...:ro-G:N;&...;.I,,:,,r-- -,A"4nMA6Bsr,+11t"�.7,�PR .,lisp.. NOTICE: IF THE PRINT OR TYPE ON ANY - 1 1 1 1 I I��I I I I I I I I I I l I l I l l 1 I I I I I I I III I ► ! III 111 I I I"1 I T 1'1" l l l l l l l ! T i l l LI I I ! i l l� l l l III III III III I I Ill III 111 III III Ill III I I III III 1,11111 III III 1111111 Ill Ill ! Illi I ..._.�._, '' .. Ih1AGE IS NOT AS CLEAR AS THIS NOTICE, -5, .._----- - 7�--- - - 8 9 10 11 1z t _ __ - _ _ _ _ - 1 _ __ ____� _ ___� IT IS DUE TO THE QUALITY OF THE No JE ,• ORIGINAL. DOCUMENT ��v e z N1111 �11 T9I[ 41 T 16>< h>< t t J111 sa� VIIII �1ll III 11II iI �il lllll�lllll►ILIII 11 �l II I III�IIIIIIIuil�illllil�IIIIIIIII�IIIIIIIIIIIIIIIIII►�Illllllll�llllllll,� II I �� IIII�II�II�IIlII III�IWllll�llll�ll ��►� II IIII1�►1 } MIN 10 .t I A UE9 4o 0DT FOOTING N -- - - - - - - - - -- -- EL. 98=8 z u j -- - _ - --- -- - -- - -- - - -- - --- - - - - - -- -- - -- - .-- -_ - __ - -_ -_ _- - - ___ -_ n --- - -- -- - -- + --- -- - -- ---- i - - --- -- -- -- -- -- __ - - _- > 54.1 I I I I I I I I S4.1 I I I I - • ! 4SCJFri- E7 � 20------1-- ----1.. _ -- -----------�-- - - ---- --------I -- ----- --- ---------- ------ - --------------- ---_ - -- ------- ----------------- ----- --------------------- - ---- ----- --- -------�- ---------------- -- )11"" I I12F O v!YNV) Y U0Y NI yA' 3, t0 II S4.1 8 ©RPS` ' I 1 8 I I 1 1 I 1 RF'dFWAL DATE: 1 II I I I S4.1 S4.1 ; I I I I I I I _ sci ----' I I I l i i 1 TYPICAL 2 1 2'-0" S4.2 S4.1 i i 2' I � I I I eV I I � I !NG� GS�+62'-6"x2'-6"x12" FTG; i EL.F 98T' 2 2 2 I I 11 I I I I I L (3) #4 EW, BOT I I I_ 1 '� S4.3 54.3 S4.1 i U N i 1 -- - I T FOOTI 'Wti' I I I 00 II I I I - r- - - - - - - 1 � + II I I � i i I ti� i EL. 97 -4 lul I I � ' 1 R I I I 7 f I I I I L.1 I I 1 I Ix I ;I I I I l r I t' 7 I ( I I I I I I I I N II ® 0 1 8 8 ' 2x6 �� S4.1 Nrl I I II 1 �� 2 2x61 Uil ' --- SCJ__--I-- ---- ------- r �� , -� S4 , I 2 T i I � NI I I I I ------- - i----SCJ ------ O p N I Inl I _ I I I II II I I 2 I' I v' 13 I II II I 8 I 54.1 54.1 II I \ 2x6T II I S4.1 it 11; 1 I\ I N I I I I I II I I II I �J I z I I S4.1 I II oo N a I II 2 5 ;I I 2 2x6T i i - 'I I 5 1 I S4.1 ;I I I I I X I 'moo I I co S4.1 54.1 I 54.1 eo it I I p 00 { 7 I II I I VII I I 1 II 1 N I I I I NII I \ 1 _ _ S4.1 I 1N ; I 1 I - ;I i 4" CONCRETE SLAB WITH C SCJ_ i ' - - - I DJ t------ ---- ------ W - ------it ---i---SCJ s 5 Id/yd3 OF STRUX 90/40 O CO Ln I -'- I I (- - I - ,IC' I I FIBER REINFORCEMENT • CN I 'L � I / 16'-10"00'-0"08" FTG I I 1 'I I I MFGR'D BY GRACE I I III I I I I I I I CONSTRUCTION PRODUCTS) 62 - I J 11 7 EW BOTTO I „ ,. I I 2 I I l ) I 10 -0 x10'-0 x18" FTG I I - 34.2 I I II 1 S4.- (11) #5 FW TOP I #7 EW BOT10M � 1" T FTG EL. 98`-8" i �11� 11 5 EW TOP 99" 23'-•0 3/8,23,-0 3/8 9 # - S4.1 I I i T/FTG EL. 98 -8" I S4.2 i I l S4.1 i I ; i tl Set #1 I 1 I I I 1 I SCJ I ________-- 1 - _ --.-L-___-__-T--------------------------1 ____-__-___ ----------- 2" F IS I I r _J II _L- 9 1 t - MIN. SAND 1 1 I I I 1PILASTER 1 ll'C?, )fi �-1 .: I S4.2 1 0- � o.>-�_. �_� � _ I PILASTER IND I 1 PIL STER AND i I I I v}{ ` 'oQ�o �� O(��1w �_ StruCtLlral ' FOOTING I I I FO)TING I I 1 SCJ __ I I I o�� y . -�y�!^ � o� o . � o- 10 MIL POLYETHELENE ---- -- I I -� - ---- ---- �_- VAPOR BARRIER. � - 2-8 �� o �< SheII - - I ------ 1 ----- 4 'n R O VU . e G - SCJ �, .' ,-�pr,(� �PIC� ..1,- .� I II e-C�a� 6" MIN. LAYER' OF COMPACTED 3/4"(-) 1 I 1 J 1 CRUSHED ROCK WITH NO MORr THAN Ni i I;U I i i i ; I NII I NI I 1 80% PASSING THE #4 SIEVE AND LESS I I i I FF EL. = 10,0,-0,. (REF) i ; I II i TFIAN 5% PASSING THE #200 SIEVE. I 4" CONC SLABS - SEE 1 ; i 1 U i IA CO�APACT TO 959 MAX DRY DENSITY TYPICAL 4 I U 1 I1 2 i ; i ^' i i 2 I� i IN,o i I 1 AS DETERMINED BY ASTM D1557. Q I I I I I I S4.2 1 ; FOR SLAB JOINTS, SEE "� 1 ; I X41 ° TYPICAL FLOOR SLAB SECTION S4.� 1 SCJ_ S_ ------SCJ--- '-- ---� ------- --- -- -- -----------r------------ -- ------- ---- ------------ -- ----_SC,l--;------------- ----- -- ---- ----------- ---- ---- � ------- ----;---- ---- N --J----- -- -- --- ------- cn 1 ticII SCALE: 1 1/2"=1'-0" L� N 2'-O" I I I V; 0 Uj 0 U� U� I II N t I II NI NI (/1� NI NI I �I ; N i I I I 1 I I I i 8 I i 4" MIN. LAYER OF COMPACTED 3/4 8 i i 1 DJ i 1 S41 II I ; I 1 CRUSHED ROCK ' 1TH NO MORE THAN CONCRETE SLAB WITH TYPICAL 15 I i I ;i S4.1 I I 1 �- I I ;I I i 809a PASSING THE 4 SIEVE AND LESS 5 Id/yd OF STRUX 90/40 c ' I " 4 TYPICAL cn THAN 5% PASSING THE #200 SIEVE. FIBER REINFORCEMENT + 1 I I i I ' COMPACT TO 959 MAX DRY DENSITY (MFGR'D BY GRACE U - I I 11 I S4.2 I I I I I I I I I SCJi._ __ i SCJ I AS DETERMINED BY ASTM D1557. CONSTRUCTION PRODUCTS) I i 11 i 7'-0"x7'-0"x16" FTGS (>; 6 EW, TOP do BOT � U QJ 5 i T/FTG EL.. 98'-8" I 4„ SLAB C J I -- - ------SCJ - ------------- ------------ �--------- I I I 1 a l i I S4.1 I i I I I 1 ..,r...�.., A e „ > I I Ya'Y -PcY 6)1: � I 3-C I I I I T FOOTING 4tu p oho nQ�"1t, o�`ho �oP�ot I i 1 8 8 I 7 I I( I I EL. 97 -4 _g * f� g }._, g i- I I I I 2 _ ,,,.�-�..o ,.,��.."� ,!- �9-� �•��- 4" CRUSHED 1 2 I i 5 I 1 I I I I ; ( 1 S4.3 _�,.c! f �g;..- rw ROCK C� S4.2 S4.2 I 54.2 I 1 S4.3 ( I I 2'-0" I 4 ; 54.2 I 1 I „ I I I T FOOTING �:. S .1 0o I S4.1 I 2 -0 I I ',.1.. 2 SAND Q 1 - -- - - - 2" SAND Ifit 11'.. tP `;I r r - i - 12 - ; ; i i i 12 10 MIL POLYETHELENE �--- ` 2 I - 1 „ I I " � I � 6TEP FOOTING ■ VAPOR BARRIER BETWEEN i' I S4.2 ' 20'-0" 1 - ; 20'-0" 7.0-0 _ 20-0 -L_ 20 -0 S4.2 i ` SAND LAYERS Q + I I S4.1 I - 3 I N 1 ' I I I rn 1 I !2X6 STUDS 0 16" 0/C N1 �I v; I ALIGN W FLUOR JOIST /�/ ,` COL FTG .o N I I r 6 / 1 ° / N1 1 S4.2 " " I I 2 ALTERNATE FLOOR SECTION N 54.2 i i i rye° rye° 5'-0" I N ; ; ` , 11 -0 10'- CIA i S4.2 __ I "r SCALE: 1 1/2"=1'-0" - I KJ I -__ i a BEAM & WALL BEAM A P BEAM �BM � BEAM do WALL I 1'-5 12" JOIST 0 24" 0 C » 1'-7" 1'-5" /1'-7" N „ -6 1/2" ° NOTES: / / 2 -0 I 1 -6 t/2 JOIST 0 12 0/C ( JOIST 0 12' 0/C JOIST 0 12 �;C 1 » „ - -- -- _ I 5 / SHEET S FOR LEDGER ANCHOR BOLTS _ `_ __ 1 1 9 0 Sr 0 24' 0/C 2 - 1 2 SEE- 2 ° C' c 1 N fififi'�� _ 21 -3 9'�B" _ 12" , 1 12" 81'-4" 12" � �` '�`C�12" - - - - - _ ,12N�' I � 27'-9" -- - - t2 - --- �` � - - -- t- - -- 2 -_ ------ __.-_ 2. SEE SHEET S2.5 FOR DIAPHRAGMA NAILING AND m i ' - -- ___TT -l---ADD'L JOIST 0 PA4TI110NS AAOVE - - -- PLYWOOD BLOCKING REQUIREMENTS. I - --- _ _ �3 _ ! 3. SEE SHEET S2.5 FOR BEAM AND JOIST SCHEDULES, wSFJ6 1 FJ3 I 3 TYP. ��+-PA05 0 4'-0" I � � 1 j .L, F r Ca (K I S5.2 c t 4 T T � - SEE SHEET X2.5 D JUBLE JOIST HANGER SCHEDULE --- - II S4,4 I E�4 FOR HANGERS AT DOUBLE JOIST 1 � I .4 II I II I III I III III I II I I y� I _ BRc WALL .10 II _ - ___ 5. ALL FLOOR PLYWOOD TO BE GLUED TO ALL 0�i ;; FJ4 FJ4 FJ4 JOIST, BLOCKING, LEDGERS AND BEAMS. ♦ { w B_RG WALL `- 13 FJ3 1 6. NAIL TIE STRAPS ON TOP OF PLYWOOD. �� x \ N _ 11 _ 2 7 8„ PW II S5.4>, a 2.0 A. y / D DBL JOIST FJ41 _ „ �f 1 \`� I STRAPS ON 2)(4 N S5.4 I� _ I� I - 20SJ--350 7, SPRINKLER PIPES TO BE SUPPORTED FROM JOIST v ✓0 (.6N � N I I m II I II m N N 14 FOR BLOCKING IN ACCORDANCE WITH JOIST MANUFACTURER'S '1 BLOCKING li I I I III 11 IIS IIm I I I RECOMMENDATIONS, Oy !y Q O� I 11 S F BR Pq� x I I 55.4 8. SPRINKLER AND MECHANICAL SYSTEMS TO BE , . 1<7 `s. MSTI60 04'-C" O/C DBL JOIST DBL JOIST DBL J01 ( I BRACED LATERALLY BOTH TRANSVERSE AN Rt.WrALDATE: 12T3) 03 N LH 4 H -_ _. --- I DBL JOIST S EU C' WITH E D DBL JOIST , LONGITUDINAL, IN ACCORDANCE WITH THE SMACNA ' I II 2 BRG WALL ___ _ -- -� :__-______.__-_-__._______ "SEISMIC RESTRAINT MANUAL", MOST RECENT 7 III III III III --� I II 1 I 7 I I I EDITION, FOR SEISMIC HAZARD LEVEL (,SHL) A. -+-� • i I ANCHORAGE OF BRACES TO JOIST TO BE PER IE FJ1 \S4� �MST172 THRU WALL 1 I MST172 THRU WALL 3 I S4.4 S4.4 F JOIST MANUFACTURERS RECOMMENDATIONS. CENTER BERM � ® 4'-0" 0/C S4.4 ® 4'-0" 0/C 55.4 .- Q� T -- - - - - PA135 ® 4'-0' CENTER BEAM , C''J WALL -I 9. CONTRACTOR TO SUBMIT HANGER/BRACING --- - -- - ---- BRG ALL FB3 . LL DETAILS OR RENEW. • - _ - � BRG _ F 3 a �' 14 1 1 J - - - -- -- 3 - - - l = 11 � ro S4, I I S5.2 = I � a 1 II I I 1 3 I I S5.3 c~it z �i i o o g I - 20 GA. x 3" STRAPS zo I I I U C 0 5 o I I II ON 2x4 BLOCKING. 1 I I \ F 311 a I I I )S5.4 1 I NAIL TO BLOCKING W/ 11 0 J rr cel 1 `� m - _, 1 - 10d COM 0 4" 0/C, _ _ ` I-- - I.. I I - I 55.2 m U N d I N c`J J _ II O Q1 I �` O y ® c a m!! 11 1`� I I i I w// STAGGERED I I C�_ I ` �I 1 I I `�. 7 i 1 fY i t I I i-- a I I I� I I I Jli 1 I Z ADDITIONAL JOIST AT - - W N r Ou 3 I I Z I I I f `--- 1i I ;, I I 9 1 I � Xi I I of ; _. l I I w N a l l 55.2 z o i-_ - - _ - I I I m I I I I . PARTITION WALL ABOVE s �� _j I C) ml l 3 s N I C I I �i�� 'C-4 •I �i' I I f- • I t Z I •� I t o I I m w I `', N N II Ii Im1; I I � N X s m - -- -- --� - _ - _ d o Oo - - F 4 PA135 48' 0/Cwm 0-117 C14 ,, ----- - -- - -- - - (3 � N \ N I I T \ 13 1 ►- 01 0 3 TYP. 1 1 a 1 N 1 N i SF 2 3 < I 13 N 54.2 I a 1 SIM cW 33 I -(&s - S4.2 �. S4.4 NOTE - AT PLUMBING PENETRATIONS:L'i Set 1o I 1) CUT ROUND HOLES iN PLYWOOD FOR EACH # 1 z 1-- - _ : = - - - - -• INDIVIDUAL PIPE. c.l F_ i --- --.- - ` • � II I _ -- - - - Structural ^EX TR A J S - + ,a U Q1 41 \z 1 2) DO NOT CUT OR NOTCH BEAM OR JOIST. II � , -XIBA JOIST L„ ' ) DO NOT ANG PIPES THROUGH A COMMON Shell ` 2.0" SJ-350 FORZ--- ' - 3 HOLE ORGBLOCKOUT. R J + HEADERS IN -'' _ \ _ Z_�__ 20" SJ-350 FOR h e l I k' HEADERS IN 1 MIT3520 HGRS II II MIT3520 HGRS 6 II PA135 0 j PA135 0 4'-0" 0/C 4'-0" O/C C. _ \ ! . PA135 ® 1 \ / / PA135 0 0 4'-0" 0/C .5 _ 3 OPEN II �-� 4,_0„ O/C N 0 r 5 3 U. N S5.4 I j: \ �i i 55.4 t � II S5.2 1 \ l l /j S 5� 3 U 0 m DO p (.� (Z i I I d -' I II r cn O t I I � m O II jJ m1I 1 pz I a I I I ao no , N 00 ® 311 II ® Qa QF olI ii Ua t I �- ((D X;; I I F d J F CJ 1 1 I I (n Y 0 Q Q � II / 11 // II 0 0 18 /� If BEAM & WALL BEAM WALL 18 LI �� Q� �,S4.2 I \ S4.2 l I I 5 ( ��` I I Q I 55.2 - --- - --�- - I = S5.3 N - - - BRG WALL_ - - - - _. FP3 __ BRG WALL - - -- :�. -------------- .. . .. ------- - ---------- ---- _ _ _ _ _ __ _DRG WALL-- BRG -t --------r---i---------- -_ _-----r- --- -- --r---------- - -- FB3 L------------- - -------- -- -I --------- -------- AT t �-- -- - ----�� ___- � - �- - - ------------ ------ ---� y •( ---- --- - - - - - - - - - --- ----a1 ~ 14 _ N N ( T \ I N I I 1 � 14 \ �J, N S4.2 ,�` T a, S 5.4 L , C� N �- -- - FJ1 FJ5 FJ5 ( FJ5 _ LL FJ5 - FJ1 `�' -- _- - - --- - - " --�I 7/8" PLYWOOD �. JOIST 0 24" 0/C 2'-0 f-2 -0" JOIST 0 24" O/C 1 -1" I 1'-5 1/2" JOIST 0 24" 0/C 1 -01,1 I 11'-0„ JOIST 0 24° 0/C 1'-5 (/2"_I 11'-1" JOIST 0 24" U/C 2'-'0"I -0 JOIST 0 24 O/C COLUMN BELOW ___ ----- -- -_-- OI - ------ 'r COLUMN BELOW H1 _ H1 �RC� WAS_-__ H1 F88 --- - r_ .�----------- - H1 BRG WALL__ H3 ------ F65 3 " G42 -- - 7 r -- 7 7 ( 1 -COLUMN BELOW 17 S5.2 SIM. y I TYP, 6 5 S4.2 55.4 / �-� 6 55;.2 OF BUILDING - - S5.2 - I �o I S5.2 PA135 ® I I I I _ /.! l I I� I S5.2 / I 8 1 \\` I 4'-Olt O/C I 10730 SW 130TH - - -- - ._._. - - I S4.4 I OPEN I _ 1 WESTGATE BAP�1ST --- - 1 6 FJ2 FJ2 SIT2002-O�JOI S,PLN120U2-UO2 f-f Sof�y l FJ2 -- -- _--_ F-J 2 I S 5.2 __.---- -- --- ------- -- __ - SE"""I 1 SIM. uull - i _Uu - - -- - --- -- -- - PA135 ® I ". - (S-44 (�--_- - - �� _ _ - IFIF-__ ---_--r NOT FOR CON STT LI C'MN ' 3 - 20 GA x 3"x24'-0" I I II II I � 1 11 , S5.? UNLESS APPROVED RY STRAPS 0 4'--0" O/C I I I 3 I I II II I I I I 3 I BUILDING OFFICIAL ON 2x4 9LOCKING S5.2 --L It �- tl I I S`i.2 1 N + „ 11 1'-411. -i'-A" 1'-9 1/2" ',I •F ! d 1 -9 1/2 JOIST 0 16 O/C 1'-4 1 -4 JOIST 0 16" 0/C I I JOIST 0 16' 0/C JOIST 0 16 0/C BEAM & WALL 44 A B BEAM & WALL BF.4DFORD d C%s"4RAD U ( ) CROW ENGINEI_RING CO. CML • STRUCTURAL " MICi W_4L INCINIIRS S262 10190 SW NIMBUS, SUITE J3 A 2ND FLOOR FRAMING FLAN TIGARD, OR 97-23 NORTH PH. (503) 639-6601 FAX (503) 639--6251 ECCE JOB NUMBER: 01371 DKA F='ROJECT A: ^ S�ALE: ' '�...�` ��•--"` 1501 ___ -r m:n"i„ ' `ti > :..R'P4.Y1MlR:.-.;aHtalwsNlulV.nFIPnW' ,, ,.�iAi"'., ,Ar ' NOTICE: IF THE PRINT OR TYPE ON ANY frlr`��r>IIrII�ii Illlllllirll 1 IITIIIIIIIIIIff 1�T�r��fTpTjT fllli�lfrlrlr1t rJ1IlIl rillllr�rllll?I Ilrll 11111111 IIIII�I ! ' IIIr1!illlll I II1I111' I�11111 1111111 1111111 1111111 11111 I c IMAGE IS NOT AS CLEAR AS THIS NOTICE, L� 11 . l I II � II 5.1 -- _6 I 9 10 I 11 I J IT IS DUE TO THE QUALITY OF THE E 8Z BZ GZ I 9Z 4z I ib1Z BZ �Z [Z OZ ei 14i- - Gt 9i 4t- �lI-IE�T- �Z>- ----[ ---- - -- - _ - ---- - ---- No 36 ORIGINAL DOCUMENT (( I '+I► ' I I I T �T 8 g L 9 19 I �1b I E Z �l�rurt I IIII ilil�llil Iilillllllll III I I I I ! III 11 ,IIfli �llll�l Il�llllflllllllli�llll�l�ll�lllllllll�(IIIIIIII( IIIII II I II III I�I(II i I�IIIIIIIII�IIII 11111111111 II�III 11111111111111I�IIIIIIIII�III.�I►Il�(Illlllil�ll►IIII �II �Illa 11 I�l ►1 11. 1 � � � r I II ��ll�lllll �lll l�tllllllJlll�ll� � ll�,lll. 11�11 Y f l NO TES: N 1. SEE SHEET S2.5 FOR LEDGER ANCHOR BOLTS. 0 0 2. SEE SHEET S2.5 FOR DIAPHRAGM NAILING AND `y ( (r_) G PLYWOOD BLOCKING REOUIREMENTS. 9 _0 BEAM 18' 3. SEE SHEET S2.5 FOR BEAM AND JOIST 5 1/2" BEAM 4 -5 1/2" SCHEDULES. > I (]S5.3) U (Y- 4. SEE SHEET S2.5 DOUBLE JOIST HANGER SCHEDULE ; - _ - - --__ ----- -- FOR HANGERS AT DOUBLE JOIST. I 5. SPRINKLER PIPES TO BE SUPPORTED FROM JOIST WITH JOIST MANUFAC''URER'S PAI35 0 2 1 - 8 RECOMMENDATIONS I 6'-0" O/C S4 4, �11 v~i I S5. -- 55.3 o� I I 6. SPRINKLER AND MECHANICAL SYSTEMS TO BE �,�•I I--- - -- I I I I I I I ° I ---- -v --I f� PA13 ® 4'-0" C/C o11 JII 1 BRACED LATERALLY, BOTH TRANSVERSE AND G o _ ' NAIL THROUGH =p 2 m ,,� LONGITUDINAL, C (RESTRAIN fCMANDUALCE MOST RECENMACNA ; F 1 POY J, 20 GA STRAPS o / 00 ` o m -- - r - EDITION, FOR SEISMIC HAZARD LEVEL (SHL) A BR -- - -- r m \55.4 er v�ni -- PAI35 0 4'-0" O/C' ANCHORAGE OF BRA-,ES TO JOIST TO BE PER oo 0 NAIL THROUGH JOIST MANUFACTUREF;S RECOMMENDA f10NS. RENFWALDATL:+fZ S� 03 12 TYP, ---- Q _ 20 GA STRAPS „ I I „ I I „ s5.4 " I „ I J'-6 112"-,\' ; 2'-0" W w 2'-5 1/2" 2 -0-� I -0 -6 1/2' 12 12' 12 12 12 12' 12- 12 -- _ 7. CONTRACTOR TO SUBMIT HANGER/BRACING JOIST RJ3 JOIST RJ3 JOIST RJ3 JOIST RJ3 JOIST RJ3 JOIST RJ3 JOIST RJ3 ' W - -- - DETAILS FOR REVIEW. �- -- o , -- 4� 8,-0„ a, 0„ I . - I----- SIMPSON MSTI72 I SIMPSON STI72 I SIMPSON MSTI72 I SIMPSON MSTI72 NOTE: 6 - - -- ---- BEAMS ON 1 S4.4 -- -- ----- - -< ` a OF WALL < < S5.3 BEARING WA L - - - I I -- - RB7 I - m m RE 7 I _ - - - - } -- - -- -- -- - - u - - _V-81/2" NOTE: N ^ ,•� I I BEAM ON C 1 1 -8 1/2" 1 -4 I I OF WALL S5.4 2Ln I I 1 1 j + -�r�,/,�•�- r� 54.4 � � � 0) c~i k I JOIST RJ5 JOIST RJ4 JOIST RJ4 11 I II I JOIST RJ4 JOIST RJ5 00 I O b II x Do 4x8 x 16' 4x8 x 16' 4x8 x 16' 4x8 x 16' S5.3 U DRAG STRUT DRAG STRUT( I ® R I I DRAG STRUT I I DRAG STRUT i NOTE: I I NOTE: O O --0 Ln c BEAM ON C - 2) SIMPSON MSTI%2 ( -(2) SIMPSON MSTI72 (2) SIMPSON MSTI72 (2) SIMPSON MSTI72 BEAM ON C o N Q OF WALL--\ i I OF WALL - - � w - - BEARING WALL I I S5.1 BEARING I WALL I RB10 m RB10 �I - - R83 _ - • Set #1 i NOTE: N NOTE: I I 3 N 2 o ' r. BEAM ON C BEAM AT 11 SIM.-i- I I (9S44OF WALL. 7 C OF WALL 9 S5.3 I I S4.4 'oS5.4 8 55.1 S4.4 II Structural -H S4.4 j1lell II I BL J R iU1 - o I 00 - - I cc RTU7 RTU2 BLJ f all 00 0 `II �- m I I m m r_ -�L �OIc. m `� DBL Iu I I ego (� m ,� I 00 o \ 0 1 1 - - I RTU10 0 M Y'i I ��F3L 101 '* RTU9 cr SISI 1 a C� c~n _�. i o O o I I = Ln PAI35 ® 6-0" 0/C I\ I I o � o I I I I N S (n - �_ O O R fU6 ul 1 - I I ocn S5.3 1 I - S5.3 1 1 I 4 -� (4) SIMPSON (4) SIMPSC`N (4) SIMPS N (4) SIMPSON I I O - / MST160 / MST160 MST160 MST160 I 5 I 1 C77 S5.4 I 54.4 I / / N - \ Q m RBa I R85 RD6 RB6 R86 RB5 II RB4 - i 2 1 II II I 5 -NO Tt: S 4 NOTE: - ' I I 4x8 x 6' 4• Ln ------- -- BEAM ON TYPICAL I I I DRAG STRUT I I I 55.1 I I BEAM C -I E I OF HALL I C OF COLUMNS 4x8 x 16' TYPICAL, II -4x8 x 16' 4x8 x 16' DRAG FTPIIT I I NAIL- PWD TO DRAG STRUT DRAG STRUT IIT DRAG STRUT --------�. ---- W/ (4) ROWS Ind NAILS AT - o TYPICAL: 4" 0/C FACH ROW 19/32" CDX PWD TYPICAL o NAIL PWD TO JOIST EA I SEE SCHED,ILE FOR BLOCKING - -- � _ SIDE OF DRAG STRUT 8,-0„ �,-L„ AND NAILING REOUIREMENIS I -- a cn a v> - 1 W/ (2) ROW�' 10d NAILS ---- -- -- -- I 0 AT 4" 0/0. / r i 2 I Q (9S53 IH j - e t� --- m I I I I I d I I c 4 - 10730 SW 130 --I---- � Q � I I I I � I I � N W m 4, WESTGATE BAPTIST i I I ---- o-�- 'IT2002-0001�,PLM2002-00214 4o1'29 cn , I I � o; - 2 5 1/2 S 12" 12"i I 12"• 12" 12" ' 12" I '0 2" I 12" 0'-6 1/2", 2 -0 v 2'-5 1/1 - v JOIST RJ2 ,,01ST RJ2 ' JOIST RJ2.. - JOIST RJ2 1 _JOIST RJ2 I I JOIST RJ2 -_ -- JOIST RJ2 PERMIT ,QET SIMPSON - - PAI35 & 4'-0" O/C I I til oll I I HGUS6.88/14 I NAIL THROUGH J U N 2 11UUl PAI35 ® 4'-0" 0/C I I i I I I I HANGER -._-- 20 GA STRAPS NAIL THROUGH -- -- - -- I I I i 20 GA. STRAPS I I I , i I I I I 4 I � /--PAI35 0 I NOT FOR C, 0NSTRUCTION I I I 4 1 6'--0" 0/C qA� rs�± o* _ PAI35 ® 40' 0/C - -�---- -- S4.4 � 2 LVED By - ------ I ' dflV�.. 7 �� {��'. , I ' R811 I ----- -- ---- _-- _--- -- -------- - - - - I R B 11 BUILDING OFFICIAL �� ------- - ---- - -- -_ ._-- -- _ I I I I - -- -_- 5"EIFT 0: 4 05 5 1/2'' � � � IMP N I�A53 ® �' 1 5 1/2" 4 BEAM I I I I 4' 0" O' BRADFOFD ALCONRAD OF BUILDING BEAM 18' CROW E=NGINEERING CO. �n ✓��-��-•.� r �� I I I I I ! ` 1 (rl� � S2m3 10180 SW MN MBUScc►UTE CAL �3NccM TIGARD, OR 97223 A ROOF FLAMING I'L��N CANOPY ROOF - SEE C PH. (503) 039-6601 FAX (503) 639-6251 s2,4 NORTH }- f-�k_;� rDr�oJtcr M� .� \ ' BCCE JOB NUMBER: 01371 15 1 SCALE: 1/8"=1'-0" ...,,1,,inne,�r.id@y1w;:aa1n94+erM:d� �4i.1..�;�l.r�i�,�,.,,ade> i� �Y;�«�i':�lA��•;S. r4�?.�L -m„ �:� �� NOTICE' IF THE PRINT OR TYPE ON ANY I 1 1�1 III III 1 I 1 III III I I III III III I I III III I I iii III III III 1 I III I I I I I 'I I I I�I I I III III I I III III III III I' I Ill III I i III III III IIIIIII ' III IIIIIII IIIIIII IIIA I IMAGE IS NOT AS CLEAR AS THIS N ^E I 11 I I I }� I I I I I 1 4 I I I �I I I I I I I I I I 181 Al __1___ , IT IS E'UE TO THE (QUALITY OF THE No 38 ORIGINAL DOCUMENT s uZ 8Z I cZ $ZtyZ 8Z 6 t1G OZ et I Bt Gt 9t 4t ibt St Zt it I i 8 t I G 9 I 9 1P £ L ta��iih 9 Ilil,llll IIIIIIIIIIIIII All IIII IIIIIIIII IIII IIII IIILIIIIIIIIIIIIIII ull IIII IIIIIIIII IIIIIIIII�IIIIIIIII IIIIIIIII IIII IIII I �11IIIIIIIIIII IIIIIIIII ILIILIIII Illl�llll IIIIIII lillillUlll �lll lfllfN!I ,�� s t I f f w car Q i I Z 0 I `� I Q w - BRG WALL BRG WALL- 3 i I C1 UI U W I es5. US�ti1I p Ssr CID 00 U � I II II U rj�1 J Q JI I �` JI I u- O �I I "i I t 3 1 �i1 Q QI I f— s QI I O a � v = 31 I � i0 31 I Ln (D 31 I = �� --- — 00 — � ' 3 ® � c0 I I II I I clr a O �r r ca m ffRl.' 1 x y;� ® mi i mi i ® mi i ® I— c• ✓L 1� n ~ III I I III �00 O 3 �\ 'Y F DRP�C N III h �'� 2 III i o 3 h o c~n i 4x12 S5 1 ,' 5.1 m N Ia I I . C/1 (D III m m NOTE: ---�— SEE CRAWING S2.2 FOR —� I FLOOR JOIST SCHEDULE B PLATFORM FRAMING PLAN � ^+ SCALE: 18__1'-0" E CSO <C � rL x o 00 y 6 5 6 � - m S5.3 S5.3 S5.3 O O Ln -- --- ------ - -- 7Fr=-- __ 6" — - -- — I /BEAM M i T BEAM EL 113'-8" Ix EL ill'-2" I o EL 11 -8" _ I8'-0" `° �jj cu I �j T Cf3/ 2 -O (3) RUNS OF 2x4 BOTTOM CHORD BRACING EACH BAY. 12 cc �� 3I pml ANCHOR 'f0 END WALL — SEE --- o ,o-— w, _ _ � S5.3 m ® U a) 0 J m 0 Of 00 01 1010 L) Do I 7 T BEAM10 oX EL 114'-2" N �o x ®I Icy BEAM T BEAM �� <_ �-- N m T L 114' 2" , 114 2" -�- __4 __— W16x40 —C RIGID FRAME I k - I 9 I - - - - I 9 C!) 6 ' O I S5.3 - I 13'-9 1/2" 13'-9 1/2" O I S5.3 U O v BEAM & COL _GEAM & COL (j Q_ 4� 0 N C CANOPY ROOF FRAMING PLAN c �+ SCALE: j, 4t Ir; u 10730 SW 130""' WESTGATE BAPTIST SI'C2002-00015,PLN12002-00214 Sof 29 PERMIT SEI`. J U N 1 171)01 NOT FOR CONSTRUCTION UNI-ESS APPROVED BY BUILDING OFFICIAL SL-JEET k: BRADFORD AL CONRAD CROW ENGINEERING CO. G CML • STRUCTURAL • MECNANWAL E►I URS S2o4 10180 SW NIMBUS, SUITE J3 TIGARD, OR 97223 PH. (5J3) 639.-6601 FAX (503) 639-6251 ECCE JOB NUMBER: 01371 hk"<a 1501E< .t d Rmw NOTICE: IF THE PRINT OR TYPE ON ANY � - --- - 1----I -- lilIfIll-1t-I-117- 1 T- '� T1I1Jill -I-f]1I r1j IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1i 1rI 1I 1-�-1�11. 1-�-1�1I 11l 1J 1l 11I 1�1�11I 1I 11I 1'� i�1I►I1I1I1I 1 ' I 1�1l 1�1l 1l 1l 11I 1�1I 1I 1I 1I 1�1 �,_, I -_7 IT IS DUE TO THE QUALITY OF THFW 3N ORIGINAL DOCUMENT11.11 III11G�,I1I!IlHiiZil ►►I� i�Z- -110 I91Y11N 1 !I R � � �� I!I��I�►�� i►��I�� i��l��I�I��l��!��!►�� ►��►�� I�►l ��1�1�►��I��►IIL.��Il�llllll�lllllll.lJJ.lll�ll►�Illlllll�llllll►��II��►N►�: Nil FLOOR JOIST SCHEDULE * T G.L. FLOOR 'SEAM SCHEDULE 1 1 JOIST HAN;ERS ** 1 o i I MARK SIZE GRADE: CAMBER MARK SIZE LOADING D ArRAM> LEDGER ANCHOR BOLTS (SIMPSON STRONG-TIE) � r Z a FBI 5 1/8 x 19 1/2 24F--V4 NO CAMBER r 100 PSF LL MIT2,06/16 iii O - F,11 16" 'J-250W 0 24" O/C 22 PSF DL 3/4"0x10" 0 16" O/C STAGGER ('102.06/14 AT > FB2 5 1/8 x 19 1/2 L�4F-V8 '1 NO CAMBER - ? RIM BOARD) y i cpFB.'.• 5 1/8 x 15 24F- V4 NO CAMBER 125 PSF LL `� �T FJ? 20" SJ-550 0 16" 0/C 25 PSF DL 3/4"0x10" IN PAIRS 0 8" 0/C MIT420 �1 F64 5 1/8 x 15 24F-V4 NO CAMBER FB5 8 3/4 x 24 24F--V4 C=.3600' R. 50 PSF LL - FJ3 20" SJ-350 0 24" O/C 2Z PSF DL 3/,"0x10" IN PAIRS 0 16" 0/C MIT3520 ;-�FB6 5 1/8 x 15 24F-V8 NO CAMBER _ r (�(Z_ 100 PSF LL f FB7 5 1/8 x 15 24F-V4 NO CAMBER 25 PSF LL 50 PSF LL ''�� ' FJ4 20" SJ-550 0 12" 0 C 25 PSF DL IT Y 13,E O FB8 8 3/4 x 42 24F- V4 =3600' R. / 3/4 2x10 IN PAIRS ® 1� 0/F. MIT420 \ BRP�� 12.5 PSF LL O 22 PSF DL FJ5 16" SJ-250 ® 24'" Il/C 1-----P=100 PLF �4 T + 1p2 PSF GL N/A IUT2.06/14 P=100 PLF=-- OLL v LL2 -' 125 PSF LL FJ6 20" SJ-350 0 24" 0/C 22 PSF DL 3/4"000" 0 16" 0/C STAGGER MIT3520 U \ c1n) FJ7 SOLID NAIL-LAMINATED 2x4 CONSTRUCTION GRADE N/A N/A I \ H1 51/8 x 9 24F-V4 NO CAMBER 3 1/2" 112 5 1/8 x 10 1/2 24F-V4 NO CAK'9ER 100 PSF LL j \ — F,J8 11 7/8 SJ-250W 0 16" 0/C 22 PSF DL N/A N/A C� ITT H3 5 1/8 x 16 1/2 24F-V4 NO CAMBER -_s C U ,--_ I ' � H4 402 DFL N0. 204 = � co � f� 00 c o0 ITT T Co Ln I ALL JOIST (EXCEPT FJ7) ARE WILLAMETTE INDUSTRIES "STRUCJOIST" I-JOIST PRODUCTS n SEE DOUBLE JOIST HANGER SCHEDULE FOR �J HANGER AT DOUBLE JOIST. DIAPHRAGM NAILING SCHEDULE DIAPHRAGM NOTES: DOUBLE JOIST HANGER SCHEDULE ZONE BLOCKED NAILING 1 ALL NAILS TO BE 10d SHORT COMMON NAILS. JOIST HANGER A_ 2ND FLOOR DIAPIIRAM NAILING PLAN BOUNDRY (B.N > 0 CONT. EDGES CSA STAGGERED EDGES WHERE SPACING IS LESS THAN 3" 0/C, STAGGER NAILS IN 2 ROWS — ^ SCALE: 1' = 20' I y 2 112d" O.C. 2 1/2" O.C. 4" O.C. SPACED 1/2" MIN. APART. (2) 11 7/8" SJ-250W LBV4.12/11.88 O - Y 4" O.C. 4" O.0 6" O.C. 3 WHERE BLOCKING IS REQUIRED, PROVIDE 2x4, FLAT, BLOCKING. (2) 16" SJ-250W LBV4.12/16 ]][ y 6" O.C. 6" O.C. 6" O.C. 4. SPACE NAILS cn 10" 0/C AT ALL INTERMEDIATE SUPPORTS. (2) 16" SJ-350 HB3516-2 U N 6" O.C. 6" O.C. 6" O.C. 5. FLOOR PLYWOODTO 9E GLUED TO ALL SUPPORTS AND BLOCKING (2) 20" SJ-350 HB3520-2 r C p WITH CONSTRUCTION ADHESIVE. (2) 16" SJ-550 1-03;416-2 �r 20' 20' — - 6 AT PLYWOOC JOINTS THAT DO NOT REQUIRE BLOCKING FOR (2) 20" SJ-550 HWU7.12/20 ✓ (� DIAPHRAGM STRENGTH, SUPPORT EDGES WITH 2x4 BLOCKING, 1 - 1 PLYCLIPS OR T&G EDGES. rL00R JOIST (2) 20" S,;-550 H81420-2 7 SEE FRAMING PLAN FOR TIE STRAP REQUIREMENTS. UNDER ROOF JOIST �� _ TIE STRAPS, REDUCE NAILING TO 6" 0/C TO PREVENT SPLITTING. O O �J ® T (11) 8. SEE DETAILS FOR NAILING TO BEAMS//DRAG STRUTS. _U CDQ_ (7 ,_ _-_-------__-_=_-= --=- ROOF BEAM SCHEDULE ROOF JOIST SCHEDULE * _ CJ �) �� ® MK SIZE GRADE CAMBER NOTES JOIST HANGERS II �I MK SIZE NOIES LEDGER ANCHOR BOLTS 4_ J I - i (SIMPSON STRONG-TIE) RB1 6 3/4 x 48 240OF-V4 3600' R. �7 RJ1 NOT USED I1 �I RJ2 20" SJ-550 0 24" 0/C SEE LOAD DIAGRAM 3/4"000" 0 16" 0/C STAGGER MIT420 U) I� O R83 8 3/4 x 60 240OF-V4 3600' R. ii ® li � RJ3 16" SJ--550 0 24" O/C SEE LCAD DIAGRAM 3/4"000" 0 16" O/C STAGGER MIT416 R84 6 3/4 x 22 112 1600' R. A � RJ4 16" SJ-350 0 24" O/C 17 PSF DL, 20 PSF MISC, 25 PSF SNOW N/A B3516 —" -- -- R85 6 3/4 x 21 3000' R. i' RJ5 16" SJ--350 0 24" 0/C 17 PSF DL, 25 PSF SNOW N/A 83516 Rl3h h 3/4 x 21 3000' R. RJ6 11 7/8" SJ-250W 0 24" 0/C 20 F'SF DL, 25 PSF SNOW N/P, ITT2.06/11.88 RB7 6 3/4 x 24 1600' H.- RJ7 11 7/8" SJ-250W 0 16" O/C 20 PSF DL, 105 PSF SNOW N,'A ITT2.06/11.88 1101 i RB 3 5 1/8 x 19 1/2 1600' R. RJ8 11 7/8" SJ-250W 0 24" 0/C 20 PSF DL, 60 PSF SNOW N/A ITT2.06/11.88 RB9 5 1 19 112 1600' R. if i RB 10 5 1/8 x 19 1/2 1600' R. RB11 6 3/4 x 19 1/ 2400' R. — �� R812 6 3/4 x 28 1,12 2400' R. - RB13 5 1/8 x 24 2400E-','4 2400' R. 'sem a MIT SET U N 2 l 2001 ALL JOIST SPECIFIED ARE WII LAMETTE ; �+ •*�- 4 --� INDUSTRIES "STRUCJOIST" I-JOLT PRODUCTSC w 1 ON$TRUC T IO 17 PSF UNI ,, APPROVED BY — 25 PSF SNOW 1 ** SEE DOUBi-E JOIST HANGER SCHEDULE FOR M� DL HANGER AT DOUBLE JOIST ✓ti` NC 01 FICIAL 6A NF1 ? (� ! � i _RJ2 _&_RJ3 LOAD DIAGRAM 10730 SW 130,ti WESTGATE BAP'I'IS•I' ( M002-0001 54,KN12002-002 14 11111, 24 9F IEEE �: BRADFORD ALCONRAO 3 ROOF DIAPHRAM NAILING PLAN CROW ENGINEERING CO. ^ ' SCALE: 1" 2(, S2v5 CML • STRUCTUNAL + 11fChwMCAL ENORI[Ef'S - --- -- �- ----- 10180 SW NIMBUS, SUITE J3 TIGARD, OR 97223 PH. (503) 639-6601 FAX (503) 639-6251 BCCE JOB NUMBER: 01371 DKA PFZOJEC 1 k' 1501 NOTICE-: IF THE PRINT OR TYPE ON ANY 711 IIIIIII III III III III III 1 I 1 III I I I I I I 1 1 1 III 111 III III I l f III I I IIIIIII III III I I! III III I I ! 11 III III III 111 1 1 11 1 1 1 I ! III IIIIIII III I I ' III! IIIIIII 1 1 1 IIII ! I I I I I _ III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1 + I ZI I I I �I I I 14 I + I I 6I ( $ IS DUE TO THE QUALITY OF THE No 3e ��•.•�r•-.. 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(45 VERT, I / I Sa.2 (2) #5 ABOVE & / ?� rL �n (4) #5 VERT, i I I ;� II EA FACE I I EA FACE BEAM BEYOND - SEE I ►• : BELOW WINDOWS -</ -(�) #5 ABOVE & t , f ® 8 0/C S4,4 FIN. FLOOR �` ® 8 0 C BELOW WINDOWS FIN. FLOOR I I --(1) #5 0 FOR REINFORCING I FIN. FLOOR \'A EL. 113'-D" �� EL. 113'-0 �� - ^ N CORNERS ® FLOOR LEDGERS 3� -- -- EL. 113'-0" I o I I l i t o SEE BRP I s z 55.2 1 QvNfV A mTF: - TYPICA - I I I I I — (2) #5 VERT ® --- A 16" 0 VERT, TY I - 5 C� 16" - - TYPICAL I 4 ® 16" G G VERT - TYP. EACH JAMB # © 16" 0/ . VER , (1) #5 4 �- VERT I --- � L __� (1) #5 �, --- I - -- - #5 @ 16' o/c HOR7. , I (2) #5 VERT � CORNERS01 I CORNERS EACH JAMB i 0 .�� / I (2) #5 ABOVE & - \ #4 ® 8,. /C ' (2) #5 ABOVE & i / ' ;� A I ih BELOW WINDOWS W/ 90' GOOKS BELOW WINDOWS FIN. FLOOR +-J FIN. F�_00R I I FIN. FLOOR I \ TOP BOT I • - FL. 100'-0 - EL. 100'-0. EL. 100'-0" T FOOTING I I T FOOTING - J (2) #5 ® FLOOR UNE 1 (2) #5 CO) FLOOR UNE- T/ FOOTING (2) #5 @FLOOR LINE -- �\ CANOPY BEAMS - SEE 5 AND 6 �1 BEAM BEYOND - SEE TYPICAL El_. 98'--8 54.4 _FOOTING- S5.3 S5.3 13" (8" CONC.)_ WALL —13" (8 WALL 13" 8" CONC. WALL E m O A WEST EXTERIOR WALL ELEVATION WEST EXTE - — B K1Ul-Z WALL ELEVATIONS C YV��1 r;xt•�K1uK YYALL �Lr.VAl1Vl'V� SCALE: 1/8" = V-0" VIEW FROM OUTSIDE SCALE: 1/8" = 1'-0" VIEW FROM OUTSIDE �+ SCALE: 1/8" = t'_0" A VIEW FROM OUTSIDE 5 4 4 (5 (� x O00 23'-10" 23'-10" �- m T CON Ln 13-' 11" -13" 20'-9" 20'-9" 13" 11" 3" T CONC 0 O EL. 1 28 -0 ----- - ----- , - ----- --- - � ,I EL. 128 -0 Q Q I I 8 I Q i 10 S5.2 I a PILASTER SEE S4 2 X14 19 � 19 I FIN. FLOOR (2) #5 @ TOP FIN. FLOOR FIN. FLOOR (2� #5 ® TOP FIN. FLOOR S4. S4.2 S4.2 EL. 113'-0" 1 OF WALL �� EL. 113'-0" EL. 113'-0"� OF WALL I EL. 113'-0" iL T/PLATE & GL BEA I T PLATE & GL BEAM 0 EL. 112'-10 3/8" I I N 4 I EL. 112'-10 3/8" 0 VERT - " _c c 4 (2) #5© HEAD. - EXTEND M BOT. BEAM 1 7: U VERT I (2) #5 CD END EL. 110 -0 2'-0" BEYOND OPNG IK I � OF WALLS - (2) #5 0 JAMBS \� � FIN. FLOOR I FIN, FLOOR FIN. FLOOR ® FIN. FLOOR N EL. 100'-0" I d I EL. 100'-0" EL. 100'-0" I EL. 100'-0" U N _ - - I_ - J - -- - - - - - -- - - (2) #5 ® FLUOR LTFOOTING . T FOOTING EL. 98'-8" EL. 98'-8" (2) #5 @ FLOOR U 11" (6" CONC.) WALL O o 1 1 " 6" CONC.) WALL _� � U Q) C� i— ll INTERIOR WALL ELEVATION ® LOBBY rE INTERIOR WALL ELEVATION ® LOBBY Q ^+ SCALE: 1/8" = 1'-0" ^• SCALE: 1/8" = l'--0" Q-) � . 5 CI) 164'-0" Q OPENING FOR SCUPFER " FOR REINFORCING AT/ 4 (VERIFY SIZE W/ SUPPLIER) 13 BEAM - OPENING FOR SCUPPER 13" 1 (2) #5 (9 TOP OF MALL ROOF LEDGER, SCE T/GONG SEE (VERIFY SIZE W/ SUPPLIER) S5.3 (2) #4x4'-0" FOP, EL 125'-0 S4.4 (2) #4x4'-O" TOP, I BOTTOM & SIDES BOTTOM &. SIDES T ) I ^- -TYPICAL- REAM j� _ iv I i (2) #5 ABOVE AND � � � SEE o I FIN. FLOOP, BELOW WINDOWS S4.4 / / �. r u I EL.. 113'-0" --- _� _ "'0 10730 SW 130"' -- -1 I WESTGATE�: BAP'l S7' 4' SIT2002-00015,PI,NI2002-00214 7of 29 BEAM SEE `4 4 BEAM SEE 54.4 -RE M SEE S4.4 SEE 1 a I -- FOR REINFORCING AT 3 ' S4,4 I FLOOR LEDGER, SEE �S5 2 G �(2) PERMIT SET -BEAM 1 TYPICAL - #4 VERT AT 16" 0[_C - M # ABO BEAM i LU2 SEE 54.4 (F'ENINGS FU't R'E FIN. FLOOR I DMR I EL. 100'--0" l -------- I NOT FOR CONSTRUCTION UNLESS APPROVED BY -� _.- - .- - _ _ __ _-. - _ - - -- _ = _- _ _ = _ -- _J___ - - - - - - -- - - - - _. _ BUILDING OFFICIAL IN. FLOOR TYPICAL TYPICAL - TYPICAL TYPICAL FINS FLOOR °�I If-FT a EL 97'-4" (2) #5 FULL HEIGHT (2) #5 -1.0 2ND FLOOR (2) #5 81.1 OW (2) #5 BELOW (2) #5 0 FLOOR LINE EI_. 9A'-8" AT DOOR JAMBS WINDOWS INFILL FUTURE DOOR WINDOWS BRADFORD WITH WOOD FRAMING CONRAD AL CROW ENGINEERING CO. - 1319 " CONIC. WALL �• CmL • VMrn,� • MECHANICAL ENOIM " S3v1 10180 SW NIMBUS, SUITE J3 F EAST EXTERIOR WALL ELEVATIONS TIGARD, OR 97223 �.... PH. (503) 639-6601 FAX (503) 639-6251 F� SCALE: 1 8" = 1'-0'� VIEW FROM OUTSIDE [_`k.a �-)t-, -C.1 a --- L — - - BCCE JOB NUMBER: 01371 NOTICE: IF THE PRINT OR TYPE ON ANY f I i- I l [ Ill 111 1111 III l l l ! I III III III I ! III III III III Ili III III i I III ! I I Ill Ill ill ! I I III I I III III III III III III III i I III III I I I I I I I III III I I I I I I I III III VIII I 1 1 �_- 1 4 -- --\ g 1� - i l 1� =rc�,� 5 ,coos IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ - IT I,., DUE "i O THE QUALITY OF THE N°�e 1 ORIGINAL DOCUMENT -_ __ _- --- ----- -- -- ----- I - r OjF 8�Z 8(Z-- G� 9 Z Bf Z 1 iblZ SIZ 7�Z i�Z (1�Z 8�I 8Ii LiT 19 T 191T 6�T £T Z� i�T II (1�i �8 IIIIIIIII IIII IIII IIII IIII IIII III IIII IIII IIIIIIIII IIIIIIIII IfIIIIIIIIIIIiIIIIIIIIII IIII IIII IIII IIII Illllllll IIIIIIIII IIII ;;II�III1111111111 IIII IIII illi lllllllll lllllllll ll111111111111ii11 lllllllll IIIL Illi llllllll llli 1111 llllII111IIIINII r d s � o 0- z C , (2) c5) ..ll 152'-0" cf� t " l 13" BEAM BEAM OPENING FOR SCUPPER --- 2)(2) #5 ® TOP OF WALL 3 0 100 T CONC. SEE Z -- SEE 1 (VERIFY SIZE WITH SUPPLIER) -- (2) #4 x 4'-0' BEAM �— v�ti✓� 11,�q�`�jn/ EL. 128'-0" S4.4 S4.4 / SIDES BOTTOM & S4.� I F ©`� I (1) #5 © CORNER— - 4MIN. r v TYPICAL 4' MIN. 4' MIN. 0 _-- ----.___ — �2) #5 ® JAMBS FOR REINFOf LING AT 4 _ _ _ — - — _ ROOF LEDGER, SEE (2) #5 ABOVE AND 0 z0 .' BELOW OPENINGS - T X11 \ \ I (1) #5 ® CORNERS 'FIN. FLOOR a % L -4- EL. 113'-0" ® " -(4) #5 VFP,T, EA FACE U U I L EXTEND 5'-- ABOVE I �_ I I FLOOR LINE \ I I (4) #5 VERT, ` 2 (4) #5 VERT, 5 2 EA FACE, SEE (-'S' 4' 2 4 MIN, EA FACE. SEE S4.3 S4.2 54.3 SEAM 17 TYPICAL ON BEAM 1 j _� SEE S4.2 --T FOR REINFORCING AT 3 c #4 16" O/C, VER1" I I / SEE S4.4 „ / I FLOOR LEDGER, SEE (2) #5 AE_VE AND i M I S5.2 / V LOW OPENINGS r M I i l N II FIN. FLOOR EL. 100'-0" I / _ I I _ W - - - - - - - - - - -- - - -- - - - - - - - - - - -- - - _ (2) #5 ® FLOOR LINE � Q I T/FOOTING [ -1 x EL. 98'-8" O 00 m L 13" (8" CONC. WALL)_ o o = N a: A NORTH EXTERIOR WALL ELEVATIONS SCALE: 1/8'. = 1'-0" VIEW FROM OUTSIDE O O i T 4 3 2 U O 152'-0" (2) #4 x 4'-0" , CIO -) 131-1BEAM TOP, BOTTOM do OPENING FOR SCUPPER BEAM 1 BEAM 2 13CD T CONC. SEE 2 SIDES. —� (VERIFY SIZE WITH SUPPLIER) SEE SEE EL. 128'-0" S4.4 S4.4 S4.4 (2) #5 ® TOP OF WALL Cy (1) #5 0 CORNER— I -TYPICAL r 1 4' MIN. � 4' MIN. 4' MIN. � - � O v 1 FOR REINFORCING AT 4 —_ (2) #5 ® JAMBS = ROOF LEDGER, SEE � �- 16 _ g (2) #5 ABOVE AND / ` ' zz 0 -�-� N r BELOW OPENINGS X (f) \ (1 ) #5 4_0 CORNERS 1 FIN. FLOUR _ — — — EL. 113'-0" i (4) #5 VERT, EA FACE I EXTEND 5'-0" ABCVE -(EA #FACE. SEE 5 2 1 \ FLOOR LINE -BEAM 54.2 S4.3 �-� r SEE 17 —� 4' MIN. BEAM1 I I ( ) # I 54.2 SEE y ) EA ACE R 5 2 SEE S4.2 S4.3 - FOR REINFORCING AT 3 ■ FLOOR LEDGER, SEE S5.2 (2) #5 ABOVE AND \/ I BELOW OPENINGS-- /// FIN. FLOOR I I \ I I #4P0A16" O/C� VERT I EL 100'-C" i T FOOTING (2) #5 0 FLOOR LINE EL. 97'-4"" 10730 SW 130"' 13"_("_ CONC. WALL WESTGATE BAPTIST SIT2002-00015,P1,M2002-00214 Sof 29 PERNAIT SE`s fl SOUTH EXTERIOR WALL ELEVATIONS JUIN Luul �+ SCALE: 1/8'. = V-0" VIEW FROM OUTSIDE NOT FOR CONSTRUCTION UNLESS APPROVED BY 5PEE r 4 BRADFORD AL CONRAD CROW ENGINEERING CO. S302 /r CrVX • MUCTUM • MECHANICAL ENOINCER3 i-• 10180 SW NIMBUS, SUITE J3 TIGARD, OR 97223 PH. (503) 639-6601 FAX (503) 639-6251 r DKA PROJECT BCCE JOB NUMBER: 01371 :�........ ._.___.-+..—._...—...._w..r..w.r�,,,..PM..MY�+.�.�.+M�w.v�nwu.,ubi�rneW„rtw+ura�•Y��fn�:c.u:t:xNY XPR�w«.,.�,,......,.._-- N OTICE: IF THE PRINT OR TYPE ON ANY IIIIIII IjIIl11 IIIIIII VIII I IIIIIII IIIA I IIIIIII Ilill(r IIIIIII VIII 111 ! 1111 III III III III VIII I IIIiIIi� IIIIIIIIIIIIIII VIII IIIIIII 111 III III IIi Illlili IIIIIII 111111 _T-. _5 I IMAGE IS NOT AS CLEAR AS THIS NOTICF, I. -- 1l -- - -_ 1 --- 1 4� L ---- � -- - - - _... __._ I ---------- L - - --- -� - - ---- ----._ 1 IT IS DUE TO THE QUALITY OF THE _ __ ”°'" � = _ ORIGINAL DOCUMENT 8Z 8Z LZ 9T Z 6Z SZ �Z IZ OZ 8i BI LTI 911 4I 1bi Si Zi III i i8 l8 1L �9 I� 1 I 1 IIliIIIH.- III ►ILII II IIIIIIII IIIIIIII1IIIII IIIIIIIIIIIIIIIuIII< IIIIIII'IIIIIIII�17111 ff � II I IIIIIIII IIILIIII IIIIIIIIfI �IIII IIIIIIII,I IIIIIIIIIIII I. I I I I�I I I ,�II IIII I I III'Itil III ILII II►I I II 111111 II►I II t 'V ') cV 4 � O � CIS O i. 1 2 3 4 5 1. 32'-0" Y1 .1,A�` -- - , 36'-0" �q QO k 13, T PLATE - ---- 4x8 TOP PLATE EL. 2 1/2" ti F 6R 126 '- P�F 4 10 _- 13" T PLATE 3 3;4"0 x 12" B 0 16' 0/C i- 3 RFNEWJAI.DAR: k2 31 03 1 CONC; BEAM EL. 128 -2 S4.4 1 ENC WALL ABOVE ----- EL. 126'--10" S3.3 _ T,/BEAM 54.4 T/GONG. 2nd FLOOR EL. 126 -10" EL. 128'-r•" _TBEAM, GL B AM- (2) #5 ! I EL. 126 -0 13/t6 26- ' 1 6 I `IAI48� I I �- (2) #5 0 HEAD = 5 T/BEAM ;4.4 S4.4t2 1 1, i - 1 \ — U - S4� \- Gl. BEAM EL 126'-0 13/16'o U 1 I I MIN. 0 (2) #5 ® HEAD -- (4) #.5 VETT EA FACE FIN. FLOOR c^ 54.2 (2) #5 x 4'-0'I , TYP. 3 io EL. 113'-0" ,� I a JAMBS S5� ® 8 FIN, FLOOR N � �� _ S4-3 i I _ f EL. 113'-0" T- I ,� T CONC� 13 n (2) #5 FULL HEIG - f } GL BEAM-1 f / I I (2) #5 FALL HEIGHT +- 0 JAMBS - �� I 7 ( MIN. S4.2 I -- 0 JAMBS I (2) #5 0 HEAD I \rl� N1 -- I GL BEAM- ^ ! Q� M 14*4) I TYP 4 0 1 " I[ " -� p p E i. \S� I 2x12 BUCK ® - MIN. �-- 6 0 C VERT 200 BUCK 0 I \`� OCA � 2x6 STU I CASED OPENING I TYP.' � I I 2x6 STUD BEARING 2 CASED OPENIN„ !� 1 5 12 BEARING ^I i FV\\ 54.1 54.2 WALLFIN. FLO R OOElN tOC! 00" WALL 1 EL. 100'-0" x I xim -T FOOTING T FOOTING, EL. 98'-8" (2) #5 TO SECOND - - -- - - T EL. 98'-8" EL, 98'-8" O In FLOOR 0 JAMBS (2) #5 ® FLOOR LINA-- 4 CONC) WALL A NORTH GYMNASIUM WALL ELEVATION ;f ^ SCALE: C� , l J / 6� _cn 4 0 0 36'-0" -+-� c cy 4x8 TOP PLATE -- �- 2 1/2 0 3/4"0 x 12" AB 0 16" O/C T 'PLATE Q_ 7 r;ONC. 3 IZPLATE EL. 126`'10OT EL. 128'--0" 54.4 T16EAM END WALL ABO, S5 3 S4 413% Z } EL. 126'-10" 2na FLOOR �� BEAM „ T CONC (�-� t — (� EL. 126 10 �� EL. 128'-0' 0 { C-) ! T BEAM I I I (2) #5 ® �3 EL. 126'-0 13/16" GL BEAM 5 _ _ (2) #5 0 HEAD-t I JAMBS I �� GL BEAM f BEAM �-) `,' S4.4, — . — V E 1 EL. 126'-0 13/16" J N S 4.4 �- (4) #5 VERT EA FACE #.5 0 HEAD �A' MIN. FIN. FLUOR � 8 Lgj S5 2 TYP. i;2) rr5 z 4'-0" � S4.2 ca 'f EL 113'-0 S4 3 _ JAMBS N \ f� I i FIN. FLOOR qt N EL. 113'-0" #5 FULL HEIGHT a 1 0 JAMBS 2"o' ! 13 tT/C NC. (2) #5 FULL HEIGHT GL BEAM (2) #5 0 HEAD ® JAMBS �S ?, I .�7BF AM MIN S42 ' J TYP. 4 0 16" 0 G VERT I \S4.4� � 2x6 STUD I �' — 2x12 BUCK 0 / A MIN. 2 I l l x12 BUCK 12 I CASED OPENING ^ CASED OPENING I 2x6 STUD BEARING * TYP. I 54.4, FIN. FLOOR, I WALL S4.2, S\ 4 1 ; 5 I I BEARING EL. 100'-0" Q WALL FIN. FLOOR S4.1 I I EL. it)0'-0" T FOOTING` T FOOTIN I _ _- -- -- - - [- - r - - - - - - - _ _ l l — A, � ,� EL. 98'--8' -�^T/FOOTING EL. 9E3'-8' 10730 S 30t� (2) #5 TO SECOND EL. 98'-8" WESTG `I'E BAPTIST 11 ( ) #5 4 FLCIC�fr LINE FLOOR 0 JAMBS SIT2002-00015,PLN12002-00214 Sof 29 ' -- "' 11_"�" CONC�WALL PERMIT SET z ; B SOUTH G-I' MNASIUM WALL ELEVATION JUN IUU). SCALE. _ ,�"_, NOT FOR CONSTRUCTION UNLESS APPROVED BY BUILDING OFFICIAL ARADFORD CONRAD CROW ENGINEERING CO. S3v3 /a CML • STMJCT'!:UL • MECHANICAL ENOINEERS Y 10190 SW NIMBUS, SUITE J3 TIGARD, OR 97223 PH. (503) 639-6601 FAX (503) 639-6251 BCCE JOB NUMBER: 01371 ` PIRO,JECI It [ 1501 :P ,Nrt+.mAM�• ,mwvrtrx++ f' d!1! !+H�@,Ngb�� '!y<s .. 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I T/GONG EL. 126'-6 1/2" - I - S 4.4 \ ~ PO EL. 126'-6 1/2" >� BR �2 GL BEAM — GL CREAM - GL BEAM - GL BEAM GL BEAM -- GL BEAM GL BEAM cl S4.4 U � GL. P E A M GL BEAM- I GL BEAM I GL BEAM , � t2 18 I 1 c3 T1PLATE TS COLUMN TS COLUMN --TS COLUMN TS COLUMN f`�8 T PLATE EL 112'-10 3/8" S4.2/ 7 _ 2 EL. 112'-10 3/R" \ • - FIN. FLOOR_ T BEAM _ I T PLATE _ I I 4 I 3 F IN. FLOOR -� EL 113'-0 ,2) #5 ® TOP 4.3 , T T BEAM (2) #5 ?� TOP -- EL 112'-10-3/8" EL. 111'-5 3/8" & BOT'COM S4.3 S ,� (2) #5 ® TCP EL. 1"13'-0' U EL. 112'-10 3/8" VfRT16r_TYP GL BEAM U -GL LEAM _ �4 A 16' 0/C a ICD E. I VERT - TYP -� o i -1 a I N4 0 16" 0/C .D I I , 14 i v o (2) #5 0 END i S4 2 / - �, 3" #4 W/ 90' HOOKS 3" 7 #4 0 16" 0/C ' I S4.2 (2) N5 ® END ti `a OF WALL i ''/ IE VER - TYP ® 0 4' MIt.. TOP & BOT j VER - TYP ® Y OF WA ,., N FIN. FLOOR FOOTING 160 I _ - 8 (FIRST BAR 2" FROM x S4.2 = cr �, ,T a i - ® T/FOOTING FIN. FLOOR_ -� rr, ,n��I r nru r.,n� o I �. « �� -� f, I - , y + I S\ 4 . � i EL. 98'-8" EL. 100'-0" . L _ C W � � 1 � I - - - - - - -- - - - - _ G _ 1 �O - - - - -- - - - - - - - - - - - - - k TFOOTIN - � I � . - - - - - -- - - - - - -- - -- - -- --- - - _- -- -- - -- - - - ,- Q � EL. 98'—a" (2) #5 Q FLOOR LINE (2) #5 0 FLUOR LINE #4 W/ 90' HOOKS T FOOTING _ (� x TOP & BOT (2) #5 0 FLOOR LINE (2.) #5 4 FLOOR LINE p 00 p (FIRST BAR 2" FROM EL. 97'-4" � c- 1 I COLUMN EACH E,4D) r � O O L-n 1 1 " 8" CONC) vvALL, E 1 1 8" CO'C) WALL _ � 11 " 8" co WALL n Q A WEST GYMNATORIUM WALL ELEVATION { ^+ SCALE: 1/8"=V-0" a O A —O 100'-0" U Z7 � � N 13" T BEAM.. T BEAM = T PLATE 1 4x8 PLATE W/ T PLATE 11° T BEAM = T/PLATE T/BEAM EL. 126 -10" EL. 126'-10" i 1 3/4'0x12 A(3 0 L4' 0/C T CONC 6 S5.3 EL. 126'-10" 6 EL. 126'-10" EL. 125'-1U" T CONC - L: EL. 128'-0" T CONC �_ /" \S4.4 T CONC EL. 128'-0' EL. 126'-6 1/2' (2) #5 ® TOP OF WALL 54.4 EL. 126'-6 1/2" �- � O O GL BEAM - ---TYPICAL \� F_� - cT o #5 VERT ® JAMBS 4'-0" GL BEAM • - U Q, TYP. I 2 A (� L- - — -� 54.4 � (� 7 I I I Q_ TPLATE Z io.. S4.4 \\ / -(.2) #` ABOVE (2) #5 ABOVE \ / 11; -� T/PLATE .� C_. i12 -1 �� j OPENINGS N OPENINGS I �/ tL. 111'-1U 3 $ FIN. FLOUR / T BEAM )C o / EL. .13'-0" % = I �� T BEAM FIN. FLOOR (� (2) #5 4 TOP EL. 112'-10 3/8' I / \ T EL. 112'-10 3/8" (2) #5 ® TOP EL. 113'-0" o — — — O ® � — (2) #5 ® FLOOR LINE �� 0/C c TYP 4 �•� a - - - I `GL REAM #4 0 16' 0/C I 4 Ca 1` GL BEAM I # 0 16 OL VERT - E T - VEPT - Tyr i I CENTER OPENING FOR <�_ ® ^ � �• - � DUCT U14DER DOOR. (2) #5 ABOVE I VER, TYP +--� , I SIZE BY HVAC OPENINGS --� I 14 i ` �� (2) #5 0 END S4.2 I CONTRACTOR, SUBMIT N - a I 54.2 i (2) #5 0 END i N ,.i �° OF WALL SIZE TO ENGINEER " > (2.) #5 TOP. BOTTOM & SIDES � �� ; OF WALL `2 FIN. FLOOR T/FOOTING ® 5 IN JAMBS - OF OPENINGS. EXTEND (�) # i PRIOR TO FORMING. ' ® o � FIN. FLOOR ' EL. 100'-0" ' I EL. 98'-8" = :. I I 2'-0" EACH SIDE. = EL. 1010'-0' T FOOTING T FOOTING (2) #5 0 FLOOR LINE -' �2 5 ® FLOOR LINE EL 97'-4" ) # EL 98'-8" 1 1 " (3"_GONGWAL 11 09 (8„ CONC�ALL -_-- 1 1�"_ CONC WALL-� B 10730 SW 1 WALL ELEVATION GRID (2) WESTGATE BAPTIST SCALE' SIT2002-00015,PLM2002-00214 I Oof 29 ,.+ ---1 8 �1—�— - PERMIT SET uuN z i z11uz NOT FOR CONSTRUCTION UNLESS APPROVED BY BUILDING OFFICIAL S�tEE'r a: BRADFORD : AL CONRAD CROW ENGINEERING CO. CML • STRUCTURAL • MECHANICAL 1NO+NEFR3 S3v4 /+ 10180 SW NIMBUS, SUIT' J3 TIGARD, OR 97223 PH. (503) 639-66,11 FAX (303) 639-6231 BCCE JOB NUMBER: 01371 DKA PROJECT t 15C i ; --.•;,'{,14ydp. '1•`"+- NIM-.r.t'., ... .,. . . .. .0 t,Jnw.., ., 11..ab ,.A, . .. .. I-I-I _I I-II_I_-I_A 11 1 1_1_11 _II-I-_I_(I'i_l i l IC_�T-_Tr_TI l _11 l l l l l 11111111pilill IIIIII IIIIINOTICE: IF THE PRINT OR TYPE ON ANY6IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 $1 _ _ I0II t IT I 111 II_I_I II_I1II1II 1I_I_II_IIII _I !_I IS DUE TO SHE QUALITY OF THE N1.3e ORIGINAL DOCUMENT r 1�II B 8Z 8Z LZ 9Z I Z 6Z £Z Z IL 0Z 8t 8t LIt 9i 4t 6t E11 ZI I iIT i 8 j8 L �9 I T9 EiT, �t�Yile� IIIIIIII�IIIIIIIIIIII:iillillllllll�Ill! IIIIIIIIIII!I�IIIII!!IIIIIIII!lilll II!L�IIII illl�llll 111111!,llllllllll !iIIIIIIIIIII !IIIIIIII�IIII�IIIIIIII�IIII�IIIIIIIII�llllll,!111!!11{liilll�lIIIIII III �II IIII jj 11111 ' ulll II I !Till I ' IIII I I I �1�111W.11 .11ll l llll lllllll�l IU � I I I O 0 d) r � r A (E1) (cLw 100'--0" 32'-0" 4x8 PT PLATE W/ 4x8 PT PLATE W/ , /4"0x12 AB ® 3/4"0x12" AB ® L, .- 48" 0/C 48" 0/C - ,p T BEAM=T _PLATE 03 13" 11 --(2) #5 4 TOP OF WAIL -GL BEAM /9 --2x8 PL ATE ON 1C1F' (2) #5 �9 TOP OF WALL---- fl (S 128 -2 � 13' SEE DETAIL 5 OF GL BEAM Gl_ BEAM 9``' T CONC S4.4 S5.1 SEE DETAIL ABEAM �p ��tr. 3 ig1q QQ E 2L 11 8'-0" -, r S4.4 EL. 26'-5 3/8" �titi� BRP�F� GL BEAM GL BEAM — I RF.IYKW A4 DATV: I 31 GL BEAM �— (2) #5 (2) #5 \ GL BEAM ® HEAD - - 0 HEADo AND SILL AND SILLI - GL BEAM BEAM ;2 (1) #5 ® CORNER S4.4 '^ - 8 EL. 124'-0 1/2" (1) #5 0 CORNER,,-�" �� -� FIN. FLOOR S4.4 1 EL. 113 -0' � __ / � '�- (EA #A��RT 6� _ 13 S�i FIN. 1F FLOOR ,\ -(4) #5 VERT 6 SEE S4.2� S4.2 EA FACE, SEE (2) #5 GL BEAM ® JAMB (2) 15 0 END OF WALL (2) #5 ® END OF WALL (2) #5 (2) #5 (2) #5 © JAM GL BEAM 0 2x6 BEARING WALL ® HEAD 9 ® HEAD -- 2x6 BEARING WALL o i 1--NON-BEARING >' I S4.2 S4.2 / I 1NON-BEARING n STUD WALL I I J --- / �� I S1NnpW R ALL IRFAM—� FIN FI nnR (-7) �, v G� R FI":. FL00`; !�":DEF' BE^,!: -__-- � — � 1 '- L .— EL. 100'-0" I -- I / �4=F==M \ EL. 00 0 . _ � Co T FOOTING -- - - - - - - - -�- - - -"I- -- J \_�O TING T FOOTING -- - --TYPICAL -1FOO TYPICAL - � r� EL. 98'-8' " EL. 98'-8" EL 98 -8' f FOOTING (� x #4 016" 0/C 0/C VE:RT 4 -3 #4 ® 16" O/C VERT 00 #5 C� FLOOR #5 ® 16" O/C HORZ #5 @ SLAB #5 ® 16" 0/C HORZ EL. 97 -4 O r � O O N r 4� 13" 8" CONC WALL E 13'° 8( " CONC) WALL A WALL ELEVATION @ GRID LINE 3 ^+ SCALE: 1/8"=1'-0" Ir L- N Cn O O � U O Q_ i PERMITSET ,SUP! 21 0 NOT FOR CONSTRUCTION UNLESS APPROVED BY BUI'O L DING OFFICIAL 10730 SW 130TH WESTGATE BAPTIST SIT2002-00015,PI,M2002-0021 1 I I of 29 5NEE7 3: ALBRADFORD CONRAD CROW ENGINEERING CO. S3v5 I CML • STRUCTURAL " MECHANICAL EN01NEERS bie 10180 SW NIMBU., SUITE J3 CIGARD, OR 97223 PH. (503) 639-6601 FAX (503) 639-6251 ECCE JOB NUMBER: 01,371 DKA PROJEC:t A' 1501 NOTICE: IF THE PRINT OR TYPE ON ANY TTI ! Irllil it III lilllll !� tll lililll Ilfllil 'Illili 1 Ili IIIII�1-IpI IIIIIII I� III IIIIIII I(i III IIIII�IIIgI�Ili�lll�l0 III 1�IIII111 lil I � III �I � , . r . -� I I ( 11I, I I I I I I � � , _ IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ . ._^ �?l.. 1 _�- L_ �_ No.36 IT IS DUE TO THE (QUALITY OF THE ORIGINAL DOCUMENT ►� � 1 � � � � � i (i � i I I Il�llll�il�liliilil�iili �u�«l►liiii�iiui��iii !ilf� js 69aewr III I�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII.IIII�II�I�IIII�II (IIIIIL�IIII�IIII�IIIIIIIIIIIIIIIII I�IIIII.III�IIIIIIIIi�il illlll�llll�I 1111111 II , II I� ►VIII II►IIIIII II � I 7 1 GRID1 REINFORCING SCHEDULE GRID (GRID B LONGIT TRANSV 2'-0" (3) #5 NONE ' 2'-8" (3) #5 #3 18" 11" OR 13" �`\ #5 BAR - EXTEND 2' i z SEE PLAN \ �- ---- BEYOND OPENING O 3'-0" (4) 5 #4 ® 18" x DOOR SILL - SEE ARCHITECTURAL uj T SEE ARCH FOR 3'-6 (4) #5 #4 c� 18" 3/4 x 12 x 12" BASE PL I , EXTERIOR FINISH - - - - � - - — - • • ' Lu 1e( (a) 3/40x 12" as 3'_0., n tY �• SIDEWALK SLAB = #4 x SEE ARCITECTURAL4 \ 3'-0" 1 SEE ARCH FOR SEE ARCH FOR W CEO PN4f INTERIOR FINISH � INTERIOR FINISH SEE DETAIL_ 'I/'-" FOR 2 I PLAN �� 1 � r- REINFORCING SCHEDULE o ® 0' HORIZ STEEL - ALTERNATE V - HORIZ STEEL - ALTERNATE 10 MIL POLYETHYLFNE c.0 ✓��R �nq 4 Q4 N SIDES OF VERT STEEL SIDES OF VERT STEEL r SLIP SHEET y 13, p SEE ELEVATIONS SEE ELEVATIONS a COLUMN - SEE PLAN --\ i i POUR AFTER n DOWELS TO MATCH VERT DOWELS TO MATCH VERT ; FLOOR/ROOF WALL REINF c- SEE ELEV'S WALL REINF - SEE ELEV'� SEE & FNDN PLAN FOR FTG i IS IN PLACE �� , ALT HOOKS (STD 90') ALT HOOKS (STD 90') I I c I I EQ. E0. (2) #5 ® FLOOR LINE EQ. EQ_ . -(2) #5 @ F1.00R LINE % THICKEN SLAB WHERE -_ OCCURS - SEE PLAN 4 EXTERIOR DOOR SILL D A U -- -- - - SCALE: GROUT (DETAIL_ T' ) ._- _ -_ j ELEVATION VARIES F N P —8 di !1 I,I GRID �2j #5 x OPENING + 8'-0" U h N J I 3 CLR r i __ V _..L. �_0" -� C O - V (GYM SIDE) CING LONGIT. BARS TRANSV. BARS LONGIT. BARS - TRANSV. BARS SEE PLAN FOR SIZE AND REINFORCING I I 3'-0" CORRIDOR SLAB - - - 00 EQ 1'-1" EO EQ. _11" OR 13" E0. i x 1 I ��--y�, c-- .- — -_�—_-� r-' _ B = VARIES - SEE PLAN � � B = VARIES •- SEE PLAN - �j c - � Ilk, Ln m 0 _ � O \J I 10 MIL POLYETHYLENE i EXTERIOR WALL FOOTING DETAIL 2 INTERIOR WALL FOOTING DETAIL 3 COLUMN FOOTING DETAIL SLIP SHEET �+ SCALE: 1"=1'-0" (DETAIL "A") SCALE: 1"=1'-0" (DETAIL "B") SCALE: 1"=t'-0" (DETAIL "R" SEE \ ' & FNDN PLAN FOR FTG N WALL © = ® m 2 -0„ WALL = C FOOTING JOINT WHERE OCCURS SEE FNDN PLAN ___�-- �--- (4) #4 _ WAIL = C FOOTING v JOINT WHERE OCCURS -- -----__- -- _- -�_�_ _ 2 -0" \ I SEE FNDN PLAN , 5 INTERIOR DOOR SILL DETAI �+JSCALE: 1"=1'-0" (DETAIL "U")OINT WHERE OCCURS I O SEE FNDN PLAN I•I.` ` • � • i i � O (J n, 00 0 m ' \ (2) #5T& B ( ) 2'-0" 2 #4 (3) ,'#5 AT Q� (4) #5 x 12" 1 -6 TOP & BO F. Ll- v 9" M 2'-0 _n © JOS _}J c CD ' STEP FOOTING DETAIL 7 DEEPENED SLAB DETAIL 8 DEEPENED SLAB DETAIL , g DEEPENED SLAB DETAIL • � U-)E S SCALE: 1"=1'-0" (DETAIL "S") ^' SCALE: 1"-1'-0" ^+ SCALE: 1"=1'-0" SCALE: 11._11-01. -4', Q I 1/8" x 3/4" DEEP SAW CUT '-J I--- WITHIN 12 HOURS OF LAP SCHEDULE POURING SLAB. BAR TOP OTHER 5 OR LESS SIZE BARS BARS NOTE N STIRRUP TIES 4d #� 21" 16" �- 4" AND HOOKS a E - #4 28 22 #5 35 27 10"-0" STEM WALL d_� -_ 1 1._6., WHERE OCCURS SAW CUT JOINTS (SCJ) #6 a2 32 #7 63 48 CAST IRON #8 82 63 __ _ SLEEVE 2" GALV METAL KEY #9 104 80 LARGER THAN 1 II i II;;I 111111 I�I I I--� PIPE / 90' HOCK � -� TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING, SO PLACED THAT MORE 4" THAN 12" OF FRESH CONCRETE IS CAST jIIIj 11= IIz - �_D IN THF MEMBER BELOW THE DEVELOPMFNT - LENGTH OR SPLICE. --- I I- NO PIPE KEY JOINTS K ) --�-BEN"dLQQL Nc- —_ I FOOT NGH 180' HOOK I o _ _BAR SIZES #3 THRU #8 6d II- 2 :=- _ )) 3'-0' MAX. 1 2"Px1E" DONEES ® 24 0/C 4d �, .0 CONC. FILL / ,Ic_— #14 THRU #18 lOd ? 1/2 MI� = DIAMETER OF REINF BAR PERIVIRwr R � � *d =1 I 1 * = MAY NOT BE USED IN 1 / \ MATCH FTG. , 4" JUN 22 WIDTH AND 15c" MASONRY WALLS ��ff PLACE CONIC LAP PER LAP SCHEDULE �; N 1 \NO EXCAVATION BELOW FILL PRIOP ABOVE UNLESS DETAILED NOT "O� Cud'°'�'S �RUCTIO THESE LINES TO POURING BACKFILL 90% DENSITY FOOTING DOWEL JOINTS (DJ OTHERWISE G' �,�� i� �� NOTES .. - - - - ��1`tlY ^,•..0yGss0 aOFFICAL PER SPECS. d �. .� '•.• 1", OR 1 x "d OR 1�_ i ' (NOTE: LENG'H OF CONC. FILL = PIPE SLEEVF +1'-6") 1. CAULK JOINTS W/ TYPICAL t 2 10730 SW 130 JOINT FILLER AFTER SLAB IS 1L r "MAX AGGREGATE" 6 MAX. SLOPE WES'1'GATF BAPTIST CURED. SEE SPECIFICATIONS 135' HOOK OFFSET �I11 N• SIT2002-00015,PLM2002-00214 12oi'29 2. SEE FOUNDATION PLAN FOR LOCATION OF JOINTS. BRADFORD ALCONRAD 60 PIPE & TRENCH LOCATIONS 1� CONCRETE SLAB JOINT DETAILS 12 STANDARD REBAR BENDING DETAILS CROW ENGINEERING CO. S401 G cmc • stRucru Mit ano�ter.Rs SCALE NONE 10,80 SW NIMBUS, SUITE J3 ^� SCALE: 1�1'-0'_ �+ SCALE: 1"=1'-0" '" TIGARD, OR 97223 PH. (503) 639-6601 FAX (503) 639-6251 Dk"A PROJECT M ECCE JOB NUMBER: 01371 1501 NOTICE: IF THE PRINT OR TYPE ON ANY �T17LII11 11 � 1"1 1 I I 1111 III III 111 111 III 1 1111 1 I 1 111 111 III III III 1 11111I1111I�1I��11111I111rI L1111 . 111111I�I 17 ' ' 4 6 I �� I 10 I 11 I 1� - C1�1 ._IMAGE IS NOT AS CLEAR AS THIS NOTICE, 161 a —_ 1 • IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ 0. V�lI II Z1111III�ILI—I►I IIIIIIILIlI'1ll. II►►IIII IdI I►IllllI�II •I I I 111 I I I I 111111�1111111111 111111L�1t ►It I 9t I I I 1 l tlulILlll tIl l fIill l 8l l l l l l l l l 8U llIlllll L 9 9 S L'l�I1111 tI I aI I�uNs11 'ORIGINALDQCUMENT 1111111119II IIIIIIiII�tISIIIIIIIILll1tI II 111111111 i1i111111 III I I 111 � 1 t� pkp i h I N O C4 2' ,J., a 2'-p., CORNER BARS - SIZE R.OR.O. - VARIES ....-- - - -- RA---� O Z o AND SPACING TO MATCH cc #5 VERT BAR HORiZ REINF o q 61CORNER � _ - t ---- f CORNER BARS - SIZE W II I 2 -p AND SPACING TO MATCH ='-- _}�-- ---`______ • • e_ -- • HORIZ REINF • -- ________==____-_ ._-_=___-___--__-== 4" A 8" WALL ----- PLACE VERT BAR - - - _ V- � 3'r A G" WALL 0 CL WALL - -- • 3„ A 6" WALL s --- ---- - -- - i- a W W a - e -- DOUBLE CURTAIN OF 0 r ;Y STEEL WHERE q�� -- ' (2) #5 VERT ® END' INDICATED ON `-%y �Y 3,� OQ -� BR OF WALL OR JAMB WA(_'_ ELEVATIONS I 03 - (1) #5 VERT PLANPLAN PLAN PLAN U i TYPICAL CORNER DETAIL 2 TYPICAL WALL INTERSECTION 3 -- NOT USED — 4 WALL END DETAIL 5 WALL PIER DETAIL SCALE. 1" = 1'-0" DETAIL "C" ^+ SCALE, 1" = V-0" DETAIL "D" ^r SCALE: 1" = V 0.. SCALE: 1" = V-0" DETAIL "F" ^+ SCALE: 1" = 1'-0" DETAIL. "G" -� (6) #6 VERT t6„ (4) #6 VERT -� r-(4) #5 VERT EF 0 8" o.c. N 1'-6" 18" _.__._ --- _-- _-._ .._._ #3 TIES @ 6' oc #3 TIES 0 5" oc \ ff BEAM _. . - -- - - 9rr 9" N N I nn N N .. I \ 6„ J - ---- - _- - ---- .- - i--- 6) #5 VERT \ I N #3 TIES @ 5" oc � N • e� e---- —_------ --- - __ _ _ - — - - --- _ (7) e --__ •. - 1 - —- - I — — -t-� -- 01� �� a--- s -1 -' —.._ _ - • -- —--- - C� CD --- '------------------- -------- ---------------_---- " - • • • --- --- _ • �I�� — – Q� UD • no00 — = - --- - -_y- - ----c - c -. .._- - -------- `* 6 1/2" 16 1/2" (6) #5 VERT N ,� cc 9„ 4„ 4., 8„ --y�--�` #3 TIES ® 5" oc N N 3 1/2� ' j,6 1/2" I 2 1/2" I I C„ m --- " (4) #5 VERT EF I -- Ln BEAM SEAM 15" N I il" I 2 1/2" O O -_- - 16 1/2" 16 1/ I 2 1/2 '� Q ti PLAN PLAN PLAN PLAN PLAN s� WALL PIER DETAIL 7 WALL PIER DETAIL 8 WALL PIER DETAIL 9 WALL PIER DETAIL i o WALL PIER DETAIL �+ SCALE: V. = t'-0" DETAIL "H" ��+ / SCALE: 1" = V-0" DETAIL "K" ^+ SCALE: 1" = V-0" DETAIL "L" ^� SCALE: 1" = V-0" DETAIL "M" ^+ SCALE: 1" = 1'-0" — DETAIL "N" OPENING 16 16 i 5 16 7"_ � 5 16 (6) #5 VERT N _ 11" TYP. 7" 3" 3" GL BEAMTYP• BEAM MK F66 13 FB3 OR FB7 16 5/16 PT 4x PLATE FOR HANGER SEE #3 TIFS 0 5 oc N - -- - 5/16 GL BEAM 5 16 _- _- (4) #5 VERT _ _ _ - MK FB4 _ P GL BEAM -- EACH FACE \ I MK FB3 r L� fJ li - �- FLOOR I-JOIST S Cil • e • -------- _ -_ == _ _ i — ----- -- SEE PLAN AND _ - - ---- U nil N ------ — - — -- ® ==_=-=== L- A' S I1' ,0" _ Q 0 ' � 6I I I v > R, — •K _- 24„ I I WIDEN TYPICAL WALL FOOTING /4 O 16" 0/C E/W BOTTOM PLAN 24" -*I \ - •+ f� s�aONO L I, (1) N5 O VERT Z I I uCSwAI.UATf.: � I • e • 3 _ 'h i i 3I4 x 12" x 14" BRG PL I Pi -FJ (4) 3/4"0 AS 6" C) I I � WINDOW JAMB. SEE Ii i I n _ ARCHITECTURAL 1 TYPICAL CORNER BAR i 4s PL • o • q _ (1) a5 0 VERT11 li e .,,� • • N I'-2 I/2" I 6" CONIC WALL- � _I (8) J6 VERT N4 0 12" VERT J O C 3) /3STIES8®o2" oc 0 TOP (2) N4 TOP h BOTTOM I C-4 O ➢,; +k— ABOE COLUMN Op471, 13' I. 27'-7' C-C AT COLS I I I I l ¢ wj (3) N3 TIES 0 2" ox A= (� X 6 7jr 0 TOP OF PILASTER O C __wIN00w OPNG — -__ ._ _410.10" _- __- 30'-0' 0-0 PIERS Ln 6 CANOPY FOOTING DETAIL O CL C� CL <c PLAN SECTION A—A SCALE: I" - V-0" _ i 1 WALL DETAIL 3 DETAIL 6" SCALE: 1' e 1'-0" SCALE: I" - 1' 0" — 3G'-0" 0-0 PIERS- 1'-2 IERS_ __ SECTION B—B _ y -- 1 2 1/2" _ O (4) z 12" x 14" BRG PL COLUMN 4x PLATE - SEE DETAIL 5 CJ (4) 3/4"0 AS T1/3OOOR i FOR ANCHOR BOLTS SS'2 • • (� PLATE 13" _ EL. 111 -6 3 8 (4) //5 VERT, EA. FACE -� N • AT 8" 0/C U Q� 4 x PL WINDOW JAMB. SEE l • e J y ARCHITECTURAL i T/PW72 x 35 COL 111 i (2) p5 N y/ TYPICAL CORNER BAR � -a- T/GONG � 3/4 z 8" x 14" BASE PL (f') L 111'-2 7/8" i (4) 3/4"0 x 12" AS • • _i -+-� Q ! • • & O.S.F. PWD FLUSH &� w/FACE OF CONC m / #4 0 T6" O/C HORZ. 2x12 P.T. (RIPPED TO 11" NET) (� L� I \ W/ 1/2"0 AS 0 48" O/C • I (,) MS ® VERT `(3) k3 TIES 0 2" o.c. (2) #5 - GYP. BOARD ON � � CT ' ® TOP OF PILASTER BOTH SIDESH- 4 ® +6" 0/C W/ 90' HOOKS 202 STUDS (RIPPED TO 11" NET) II N _.__- — Y 0 24" O/C �1 � ff * EACH END / .� c I I • (4) N5 ® N ERT EF A 0 1 II �(2) g5 9 AS SHOWN C OPP HAND • U• « - - NC.7— EL. 107'-2 I 0 107,107' WINDOW JAMB. SEE-/ ;+ (VERIFY) i ARCHITECTURAL -- (2) qs `— 7 HEADER DETAIL e CONIC. WALL END DETAIL zl s� 3" SCALE: 1' � 1'-0" SCALE. 1_=7'7' -0" ADDITIONAL M3 TIE (4) M5 EW T&B ':.. 4 1/2' -----_4'-0" SQUARE1 1ti t: PLAN PERMIT SE JUN 11 1UO2 NOT FOR CONSTRUCTION UNLESS APPROVED BY i 2 WALI. DETAIL 4 DETAIL 5 CANOPY FOOTING DETAIL EL',LDING OFFICIAL SCALE. 1 ' . 1'-0' SCALE. 1' SCALE: 1 ' _ 1'-0" I\ BRADFORD AL CS 40 3 ROW ENGINEERING CO. P. CML • SIINCTIIUL • YlC1Y E"NU;; Y 10180 SW NIMBUS, SUITE J3 p TIGARD, OR 97223 10730 SW 1301' PH. (503) 639-6601 FAX (503) 639-6251 WESTGATE BAPTIST - oKa PROJECT a +,. SIT2002-00015,PLM2002-00214 140129 BCCE JOB NUMBER: 01371 1501 NOTICE, IF I HE PRINT OR TYPE ON ANY ( I i1 II I I IIIlI I I�l I r, III I1I1i 7TT � .:�:IMAGE IS NOT AS CLEAR AS THIS NOTICE, fi 4I rTh )T[ ]TII r � 1 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT g B 8 8 8 8 i LB 8 I T T T T S T T T 10 224 u�uluu uuluu ulull uuluu lulluu �m Ilu u�m uldu uuluu mlluu uu6m uullui uuluu uduu uuluu uuluu uuluu uuluu w�u mdml m uii�i Y N O O r� HOOF PLYWOOD 1 1/2" 1/2" 7" 3n 3n n 1 0 CL STRUTS 16 _ �_ G 5/16 5 16 Q 1 1/2" 1/2" - N N M 5/16 Lw lY ----,*�---- 7„ 3n n - l�0 TS TOP PLACE BOLTS 3/16 �� __ - _ I I I PLACE BOLTS 0 TOP OF 13/16' x1 1/16 3/16 05-/1-�- R OF 13/16 Oxt 1/16" (3) X16 x 4'-0' VERT SLUTS / 5/16 T7- r ° e -- A706 BARS PLACE BOLTS 0 TOP �I N PLACE BOLTS 0 TOP _ _ , _ _ / VERT SLOTS CENTER ON EMBED - r OF 13 16"0x1 1 16" OF 13/16"0x1 1/16" � v _�-_-__ - - � � -' o PLATE. - --_ M I'' -, / / VERT SLOTS -E .- - .__ _ - _ ` , It "I VERT SLOTS _ _ e _ =- " - _ - — = cp I 'moi`(/�Y �,��1� Q•O _ CIA_ _ 03 I 2) LAYERS OF GYP BOARD — I s (2) LA`rERS OF GYP BOARD ( �4 (2) LAYERS ,+ W// - -- - - GYP ARD - - - - -- - - - WRAP EXPOSED STEEL Wi �� (2) LAYERS OF GYP BI G E30 1 4 I 1, 4 1 4 - - - � GL BEAM MK RB11 i. BEAM SEAT SEE ARCHITECTURAL - I \,BEAM SEAT BEAM SEAT(2) 1/4' x7 x16" SIDE PLATES 15" WIDE x 33" _ (1) 3/4"x5'1 1/4" BRG PLATE BEAM SEAT BLOCK OUT (2) 3/4"0 x 7" A307 BOLTS (2) 1/4"x7"x18" SIDE PLATES 5/16 (2) 3/8"x14"xt'--3" SIDE PLATES (2) 1/4"x12"x16 SIDE PLATES (1) 1/2" 0 xl7" A BACK PLATE (1) 1"x5"x6 7/8" BRG PLATE (1) 1 1/8"x8"x16" EMBED PLATE 5/167 1 4 (1) 1"x5"x6 7/8" BRG PLATE — / A 07 BOLTS 1 WI CK UT (1) 3/4 x5 1/4"x5' BRG PLATE 1 4 (1) 1"x8"x1'-10" EMBED PLATE (6) 3/4"0 x 9 STUDS ® 6 O/C (2) 3/4 0 x 8 1/2 3 5 DE BLO O (4) #6x5'--0" LONG A706 (6) 3/4"0x8 1/2" A307 BOLTS C� (1) 5/8"x10"x1'-10" BACK PLATE REBAR, CENTER ON BACK PLATE CONC. WALL �- (6) 3/4"0 x 9" STUDS 0 8" 0/C (9) 3/4"x7" A307 IN BOLTS I15" WIDE x 33" " BLOCK OUT 13" 4 STRUT RB11 TO WALL STRUTS C0 EX'!'ERIOR WALL �� 5 11GU 1 � lW4 /JKtf ! Lw EX 1 ER%Tl0%% VT ALL C' L IV & AV>a 1 fl T i T1'\TTA.,A WALT, - _ o c� 11V V 1 DP 1 0 a v T v i i_.a•I ^� SCALE: 1 1 --0' Y On V1 ^� SCALE: 1" = 1'-0" SCALE: t" = 1'-0" ^+ SCALE: I" = J'-C_ - LO r CXR Q N� —TT O 00 t GL REAM I I n 3" 3„ 7.. I I I I GL BEAM MK FB2 I I I __- I ! /� MK FB3 O O Ln �f - I I GM K FB3 EAM GL BEAM C MK FB 2 I = 11" - I 1/2" = I (3F AM R88 AND CONIC WALL }- _. CONC. WALL BEAM SEAT SAMEAS RB10 - SEE - �I (4) #6 x 5'-0' A706 BARS = - I o I - 5/167- 1/4 /1� \ I I I LY m 1/4 ill (4) 3 ,4"0 TIE BARS I -- ----- - I I BEAM SEAT I I a 5 16 I I (ALIGN W/ SIDE PI_'S) Q 2 I I „ I EAM SEAT (2) 3/8" x11"x15" SIDE PLATES I x Q - --- 2) 3/8 x11 x9 SID. PLATES 9 3 4"0x7" A307 BOLTS I I -BLACK QUT O ( (1) 3/4 x5 x5 1/4 BRG PLATE / / CD --- I m w I (3) 3/4"0x7" A307 BOLTS (1) 1 1/8"x7"x16" BACK PLATE C� _ _ a I,I ; i'i i'� iii a) BLOCK OUT , a __ = ____ _ _�i�,�,__, -_ - I I (1) 3/4"x5"x5 1/4" BRG PLATE 6 x 5'-0" A706 REBAR / (4) # I (1) 1 1/8"x7"x16" BACK PLATE I I (3) #6 x 5'-0" A706 REBAR �►t .-. I I I 3/4"x10"x7" CAP PLATE- - - III �) N Ll__ - 3 III (' N WALL -� BEAM SEAT SIM TO R810 SEE III (USE 9 1/2" BACK PLATE AND CONE WALL 0 L - - _ EXTEND BACK PLATE TO TOP 0.1' Q. (� :. OF WALL' '00 I O O 7 STRUTS FB3 FB2 6� WALL CORNER — (2) SIMPSON MSTI72 (n \ O �+ SCALE: i" = V-0" - •� (� O 1 OF BEAM RB9 -- PLAN PLAN 2x PLATE (2) #5 CORNER [3AP.$ 4x PLATE F -4x8 DRAG STRUT O SIMPSON A34 CD EACH SIDES tT J �1 u n n u I" -�_�" I 1 ? 33 (2) 3/8"x5"x1'-O" SIDE PLATES TYPICAL - - TT -TYPICAL 4x PLATE ON TOP PLACE BOLTS @ TOP PLACE BOLTS 0 TOP (1) 3/4"x8 7/8' x1'-0' BACK PLATE I (2) 3/4"0 x 8" STUDS CSD CENTER I 0O I OF WALL � OF 13/16'0x1 1/16" _ OF 13/16' 0x1 1/16" 5 16V N OF PLATE I _ YPICAL I rn / VERT SLOTS I I VERT SLOTS ___ M PLACE BOLTS 0 TOP - GI BEAM R63 OF 1 1/16"0x1 5/16" . 3 1/2 1 4 ( I I 5416 VERT SLOTS r _ FI/16 - ;, „ , v+ 43- Z___�„ 7„ 3n „ M ;o •_ _ 1. *. - - - - -- - - -- 5/1 5/16 `v = TYPICAL rn - �-- (2) #5 VERT - - - - Y _ PLACE BOLTS 0 TOPhk_ :r \ --- -� j - - --- \ _ ti - - - - - - -- . -- OF 1 1 /16"1 5/16 -- - - - - - _- rn •r VFRT SLOT 4„ 3 6 x 5'-0' A706 BARS N �+ R _ \ �„ 4., 8„ ( WELDED TO BACK PLATE ~ =� _ —_-- - --- _ AT CENTER 'JF .VALE +f SEAM SEA / f� BEAM SEAT ! 1 \ (2) 1/4"x:12" SIDE PLATES 1 4 �/ (2 1/4 x,12" SIDE PLATES -+ BEAM SEAL (1) 1"x6 7/8"x 5" BRG PLATE (1) 1"x6 7/8"x 5" BRG PI. ATE - -BOTTOM OF L2" w![tE (1) 3/4"x9" BACK PLATE (1) ,:/4"x9" BACK PLATE 1 4 `� i 2 3 8 xli"x.38' SIDE PLATES (6) 3/11 1/2" A307 BOLTS (6) 3/' *x8 1/2" A307 BOLTS TE 1/4 V \_BEAM SEAT __. �-_.�_4 I �- BLOCK Qi_1T ---- / :VS" = �.. _ (1) 5/8"x10sx38-4�RBACKApLATE F30T. Or BI_UCKOUT (�) 1�1%2 XIDp xPLA O„ BACK PLATE a _ - _ (10) 3/4"0x8" STUDS ® 7" 0/C (1) 1' xb 7/8"x5 BRG PLATE (3) 1'wx9" A30, EsOLTS 10730 SW 130 " NOTE: 5/16 (7 (9) 3/11 1/2" A307 BOLTS r -- ----. -___ ---�-----a — ti1'FSTGATF, BAPTIS"1' , 7'-0" Sl'T2002-00015,PLh12l102-0021.1 I of 29 EXPOSED PORTION OF STEEL MUST (5) #6x5'-0" A706 REBAP, ON I I-^ BE WRAPPED W/ ('L) LAYERS ')F CENTER OF BACK PLATE. - -- (2) #5 x BEAM SEAT II' II' ! G'(P. BOARD. SEE ARCHITECTIJAL. (3) 3/4"0x6' STUDS STD 90• HOOK 9 BEAM RB TO WALL I)ETAIT: (2) 3/8"x16"x18" SIDE PLATES (3) #3 TIES 0 2' 0/C (9) 1"0 A307 BOLTS - = -- '• SCALE 1" _,1--)'* -- (1) 1x8 7/8"x18" BRG PLATE # 3 TIES coo 6' 0/C _ (1 ) 1"0 x 12" STUDS a PERMIT SE (1) 1 1/21"),`? 7/8"x16" BACK PLA rE - PILASTER - SEE - ►3RADFORU S4.2 / STRUTS RB4/RBS RB9 @ EXTERIOR WALL _ _ _ JUN 2 1 2002 CJNRAD I W ALC R O'W STRUCTURAL s WEI CR�MM ENGINEER_ �. ,� 8 C� EXTERIOR ALL � S4m4 6 _ RUTS RB'7 RB NOT FOR CONSTRUCTION G 10180 SW NIMBUS, SUITE J3 SCALE: 1.. t, 0,. - °` APPROVED SCALE t" = i'- d' U�� LE S Y TIGARD, OR 9,223 8 BEAM RB3 TO WALL DETAIL BUILDING OFFICIAL PH. (503) 639-6601 FAX (503) 639-6251 pK." PROJECfi 0' �+ SCALE 1" = t'_o" ECCE JOB NUMBER: 01371 1501 NOTICE: IF THE PRINT OR TYPE ON ANY rl f I l r III IIIIIII III III I I III III III I I III III III III III I I I I I I I I 1 I IIIIIII III III III III I I I I I I III III III I I i l ' l l I I 1 III I I IIIIIII I I III III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 I I 1 I I I ! I I I I I I ' II I I I `T-��1'l 6 7 18 9 10 + 11 l2 \�_- 1_ ______L IT IS DUE TO THE QUALITY OF THE _ No 38 �'r= ORIGINAL DOCUMENT --- - --- -- - -- --. __ �._ __ _� --- __- £ Z 8L GZ 9Z ZZ � till-I Z ' T�Z' O�11 8B9fTt £[ Z3 ONIIII IIIII�Iillllll IIIIIIIIIIIIIIIIII' VIII I III, IIIIIIIllllllllllllllli!i II IIII I � ( I II I I IIII I I �IIIIII�II IIIIII�IIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllll 1 1 l lI IIT I II d IIII VII I (IIII I Illllll►►lllll►IIII lli►lllllllll�►Illll lll. I � I �I + � I �I Ilf III l l��u�Wl.►�l�l ll N , 'x , �- __ —1---m-- —� 1/2" PLYWOOD W1 -- 1/2" PLYWOOD W/ 1.3 N 8d NAILS 0 5" 0/C N V 8d NAILS � Fi" 0/C ,a --- 2x6 0 16" 0//(' BRG STUDSP. PLAN_- ALL EDGE`: ALL EDGES. z -- — - ---2x6 STUDS 0 16" O/C 0 2x6 STUDS 0 16' O/C -- •• cn T PLYWOOD PLYWOOD T PLYWOOD 2,4' T PLYWOOD > 2x4 BLOCKING BETWEEN PLYWOOD 1/4" DECK 2 -� EL. 102 -5 1 4 DECK EL. 102'-5 1�4 __ __-___.... ___ _ -- -- — - ---� EL 102'-5 1/4" 2x6 PT PLATE "SQUASH BLOCKING" DECK BLOCKING PANELS 2x6 PT PLATE r- T SLAB '� (Y. I PLYWOOD DECK- I I EL. 100'---0" (3) 1/2"0 AB 0 JAMB (2) 1/2"0 AB x x _ - (2) 1/2"m AB 0 HEAD (-) 1/2"0 AB x —— x x ( �,) 112"0 AB (� JAMB NAIL LAMINATED (2\ 1/2"0 AB 0 HEAD ,x4 "Si'jUASH BLOCKS" FLOOR JOIST - SEC FLOOR JOIST - SEE 2x4'S (4) 16D NAILS (4) 16D NAiI_S (`' 1 ` I 1 •' '� '"� EA SIDE OF JOIST � FRAMING PLAN f RAMING PLAN c_ II -- CONC FLOOR SLAB (3) 2x4 PLATES `---(3) 2x4 PLATES — ALT CANTILEVERS CONC. SIDEWALK (;'1ti,( 7 _ — '/2" PLYWCCD W/ SEE ARCHITECTURAL CONC. FTG 1 �\`"�r ,,`1�! >} 2" 2x4 PLATES —!f 8d NAILS "'D O/C 2{6 PT PLATE SEE DETAIL � t PL WOOD W/ 7 2x6 PT PLATE 54.1 , �� BF '3d NAILS 0 4" 0/C I DBL 2x6 PLATE ALL EDGES. 1/2" PLYWCCD W/ , ALL EDGES j 8d NAILS 0 4" 0/C ----- 2x4 STUDS 0 16" 0/C r -- 2�0 ® 16' 0/C. ALIGN W/ JOIST 2x4 STUDS �� 16' O C -.__-_______--_--.--_ .- / / .�� ALIGN W/ JOIST -- - / T/SLAB ALL EDGES 2;-4 STUDS 0 16" O/C 1 2' PLYWOOD W r t+t u�r1: IZ 31 EL. �''-- EL. tnn'--t) T SLAB 1/2" PLYWOOD W/ 8d NAILS 0 6" O/_ / 2x6 PT PLATE 2x4 PT PLATE 2x4 PT PLATE EL 100 -�_ 8d NAILS 0 6" 0/C ALL EDGES. / �' 1 2"0 AB 6 48" o/c 1/2"0 AB 0 48" o/c 2x4 PT PLATE �- ALL EDGES. —,/2 '0 AB 0 48' o/c / 1/1"0 AB 0 48" o/c -- -- U Ccs HEAD & JAMBS _ ® SILL _ U i PLATFORM FRAMING DETAIL 2 PLATFORM FRAMING DETAIL 3 PLATFORM FRAMING DETAIL 4 INFILL DETAILS ® FUTURE DOOR SCALE_ t"=t'-0" SCALE: SCALE: 1"=t'-0"- ^� SCALE: t"=1'-0" - 0) N O i � Cb --.-- 4x8DRAG STRUT - TOP OF PLATE I 8 7" - 6 1/2" 12 I/2" CSO d ,,--- GL BEAM R65 OR R86 ----- -, — 10d NAILS 0 4' 0/C 2x8 PLATE. NAIL TO BEAM W/ ---r'�- (2) 3/4"mx6" LAGS �' N EL. 12,9'- (2 ROWS 0 4" EACH) 16d ® 4" 0/C , STAGGER I I I I I op TT•.f (4) MST160 STRAPS =__ c _ ' ISI _ -` II U (O Ln ROUTE ENO OF BEAMS � I - 17 FULL NAILED FOR BOLT HEAD 2x8 PLATE. NAIL 2x4 BLOCKING AT I I - - _ TO BEAM WITH PLWOOD EDGES e -. �1_5x3xl/4xG'-8" - - 16d 0 4" 0/C _ __ i N O OI CONST, JOINT rV BN � 2x6 BLK'G BTWN JOIST (6) 16d PER BLOCK TO BEAM CONST. JOINT SIMPSON PA135 - SEE ;Y EL. 113'-4" WEB STIFFENER'-, PLAN FOR LOCAIONS TYPICA; DGER=T I::ONC. --- T LEDGER _ _ T/LEDGER T/LE LA BN AN 00 EL 112'- 10 3/8" BN -- 11N 00 0 EL 112'-10 3/8" BN L � EL 112'-10 3/8" 11'1 _ N I _ f -- g Q _ — ✓ ( ) LEDGERS- SEE FRAMING _ LEDGERS- SEE FRAMING I-JOIST - SEE PLAN PLAN FOR SIZE. _ - - ----____-- _ -- PLAN FOR SIZE. _ - _ _ ------ ---- --- -------- ---- ` AND SCHEDULEU:, SIPPSON HANGER ON FACE OF GL BEAM i � Ln Ln Ln1 SE. PLAN AND SCHEDULE FOR SIZE. i0Al� .',1'A1.D.1TF.: IZ $1 O N N N GL BEAM SEE FRAMING PLAN / 1, 1 AND SCHEDULE _ `-- 4x LEDGER - SEE FRAMING / U FLOOR JOIST -- SEE PLAN AND FLOOR JOIST SEE PLAN AND PLAN FOR SIZE. y , SCHEDULE FOR SIZE, HANGERS SCHEDULE FOR SIZE, HANGERS I BOT BM ELEV 10'-0" +� FLOOR J01':>T - SEE PLAN A D AND ANCHOR F30LTS. FLOOR JOIST - SEE PLAN AND AND ANCHOR BOLTS. --- — -- SCHEDULE FOR SIZE, HANGERS SCHEDULE FOR SIZE, HANc�ERS AND ANCHOR BOLTS. AND ANCHOR BOLTS. — •i NOTE: STAGGER AB'S FROM EACH SIDE, NOTE: STAGGER AB'S FROM EACH SIDE, M OR USE DBL THREADED THROUSH RODS OR USE DBL THREADED THROUGH RODS i DETAIL 2 DOOR OPENING 2ND FLOOR 3 DETAIL _ 4 DETAIL - " ^+ SCALE: 1" = 1'-0" SALE: 1" = 1'-0" E N SCALE: 1' - t'-0" DETAIL A" DETAIL B' � �. . ^� � DETAIL "C" ^ SCALE: 1" t'-0" DET�,;L "D" a:. r W6 x 15 x 1 '-0" O CD T //�f�Alr` / rOPF FNP 4" OF WEB , �- [Yl I/ �.vlr�.. (:6 U7 ,_ u Q0 4a — BN A706 BARS Q I� BLOCKING PANEL- BN ! i i ROUT END OF BEAM �_1=-" xy—' � / ry I FOR LAGS O 00 � NAIL BLOCKING PANEL TO PLATE I I I h WEB STIFFENER / / I� I� I m w 16d ® 4" o.c. STAGGERED _ EACH SIDE T/PLATE 112'-1Q 3/8" O O Ln N I Ili Ili Ili I -- L, — I I I� I I:I ISI III - ---- --- ---- • [— ' ___.J �✓ PT PLATE " )\ I ,H - - - T PLATE T CONC. (-) � 16d EACH JOIST � EL 111 6 3/8' a '� 3/4"0x12" AB ® I'I I - Ik. y,! 4'-0" 0/C. (CSK 1") r BEAM Ili- I Ir (2) 3/8" x g" x 1'-2 1/2" SIDE PL 1/4 s ------- & WALL I � - I/\I,II/\ Ail/ 1 5/8" x 8" x 11" BACK PL i/4 6 Ili I I IlL _ J ( ) / �, _ _ I,I__ I I I I (1) 3/4" x 4" x 5 1/4" BRG PL T (2) #5 — la (2) 3/4"0 x 6" LAGS ,I II (2) 3/4"0 A36 RODS WEB STIFFENER4x4 PT LEDGER I li I (6) 3/4"0 x 7 MB EACH SIDE 4x6 PT PLATE CANTILEVERED I-JOIST EACH SIDE —J LLV RIM JOIST 1/2"0 AB C� 6'-0" o.c. � COL (2) #5 3/4"0 AB 0 48" o c. (CSK 1 _ PLAN 20" I-JOIST ® 16" 0/C END OF - WA L L----+-� �% 10"--- � 16" I-JOIST ® 24 5 (2) #5 x" 0/C g5,4 I T ABEAM 3'-0 1�1, -6" Q 5'-016 " ur . 11II I I i 1 3/4" IM JOIST T/BEAM T/PLATE N GL BEAM - 0 3/8- U C� MK FBS 6 DETAIL I SII I 1 1�2" 3,1 7" FL DETAIL "F" �— .. SCALE: 1" - 1'-0" CIS I• III ) I �I III V ' I ___.. .. _ =- _— e < ><� 5 DETAIL - I — - -- -- 'Q O SCALE: 1" = V-0" DETAIL "E" A I I — 1/ 3'-0„ I � I I (2) 3/8 x 8 x 11 SIDE PLATE I #4 x I I I 1 DAP INTO SIDES GF BEAM 3/4 x 6 x 9 1/2 BRG PLATE CDI I � - (2) 3/4"0 x 10" BOLTS 1 3/'1. 6 1/4 I 3" , f-- 2x6 ® 16" STUD WALL W/ /"-- ---- 3CT BRG f L & BM 110'-0" r `= r i l i (3) 2x6 PI ATES ON TOP �S> N (3) #3 TITS 0 2" 0/C /:) �— I I I I 2" GROUT-J - HSS 5x5 -' — (2) 3/8" x 8" x 1'-3" SIDE PL �I}I 1 1 " (1) 3/4 x 0 7/8" x 11 BRG PL - - DAP INTO BEAM + IT-O" (NTS) - - (2) 1"0 BOLTS (2) 1'0 x 12". AB's B " 4 1/2" WELDED TO BRG PL r M h 7 DETAIL III III sc:AL�: tDETAIL "G" III III �. " = t'-o" Ill Ill DETAIL SECTION A—A 8 —_------ .r SCALE: 1" 1'_0" _— DETAIL "I" PERMIT SET .I JUN 2 1 2002 { n / NOT FOR CONSTRUCTIOhi IJNLF,-:SS APPROVED BY BUILDING OFFICIAL 5NEET 0: BRADFORD AL C;ONRAiD CROW ENGINEERING CO. S5v2 CML • STRUCTURAL • MECHANICAL [NOINIERS 10180 SW NIMBUS, SUITE J3 TIGARD, OR 97223 10730 SW 1301II PH. (503) 639-6601 FAX (503) 639-6251 WES'rGA'rC BAPTIS ' ECCE JOB NUMBER: 01371 DKA PROJECT Or Srr2002-00015,P1,M2002-00-114 170f 29 1 ,01 NOTICE: IF THE PRINT OR TYPE ON ANY (r 1 r11 I I T III I I I I I I 1 1 1 III I I I 1 1 1 III III I I I I l I l i l 1 I TIT" III III I I I I 1 1 1111111 111 III III III 111 1 1 1 1 1 III 1111111 III I I I I I I I I I III 111 1(I I I I I III III I I I I I I I III III III I I IMAGE IS NOT AS CLEAR aS TEIIS NOTICE, L__I_I—Wil_____ __--.I----I-?1._ _I- I _�_I._I__L_4�_ I - 1 ____I_,.�s�l I I "� I _I_ I g I I_I�__I_I.._-10�--� 11�_ -� �'n `5 '�C�D fI-LI �IlT lZll�lllllZllllIlllfl3t t _ G e t_�_4�t__�_ _il _�ll�>l1y T lll�l�lZlllTll_ll�lYl�lilltlilllIltl_lNo3eIT IS DUE TO THE QUALITY OF THE 1 I _ _ ' SI Lt ll�IlllAlG Lill[ dIIIl�1ORIGINAL DOCUMENT I9I�II IIIII— lil - �BiINIlll�ltllI�vI II I �III111111111111ZIIII�IIZIIlII-I4III " i 1 SIMPSON ST9 STRAP 0 EA BRACE DBL 2x6 PLATE 5/8" x 18" PWD - fel _I o 1OE STRAP - SEE SIMPSON A34 EA SIDE, EA BRACE--.� BN ROOF FRAMING PLAN - BN_ 4x8 PT PLATE _-.--- SIMPSON TS 12 0 48" 0/( N SEE ELEV FOR AB's _ I I o Z PLACE BOLTS 0 TOP OF 3/16 13/16"00 1/16' VERT. �- `iMPSON "RR" ® EAC:H STIlfI iu JOIST RJ6 SLOTTED HOLES > -� i BN (2) #5 n u - RJ3 RJ6 RJ6 -- SIMPSON PA135. -- FIRE STOP GAPS '., I >- 4x8 PLATE T&B SEE PLAN FOR \ GL CANOPY PEAM HANGERS 0 10' 0/C - BOLT TO BEAM LOCATION -T-- 2x4 BRACE ® 4'-0" 0/C • i I .� w/ 1/2"0 MB SIMPSON �' 0 16" 0/C STAGGERED _— HANGERS ( I 3/16 V (2) LAYERS OF � I I ..}, �_. _ GYP BOARD _ V I SIMPSON A34 0 EACH ';T(ID PLACE BOLTS A TOP OF (o�= ? "' - :. -.(2) #5 13/16"2x1 1 '16" VEPT. 2x8 16' 0/C _ >«xY% _ J SLOTTED HOLE (2) LAYERS OF �/ � EXTEND GYP BOARD �, GYP BOARD SIMPSON HANGERS - - - 2x6 BLOCKING AT I ��al,O IGH TO CONCRETE - SEE SCHEDULE CEILING LINE 4 16d NAILS—-/EXTEND GYP BOARD - - 4x12 P.T. LEDGER, SEE PLAN TIGHT TO CONCRETE I '- 2x4 BLOCKING * 4' 0/C - --- - ',IMNSON TS12 0 48" 0/C TO BLOCKING AND SCHEDULE FOR AB'S a GL ROOF BEAM - SEE ---- -r� �� PLAN & SCHEDULE - BEAM HANGER I -- 2x6 STUDS ® 16" O/C FIRE BLOCK GAP N U (2) 3/8 SIDE PLATE 2„ 0 10' O/C MAX 1 4 Q-J (1) 3/4 x 5" x 6 7/8" BRG PLATE �� - I _ ROOF JOIST - SEE / 1 4 1/2" PLYWOOD BEAM SEAT 6„ (4) 3/4"0 x 8 1/2" A307 BOLTS 144 I � � F`PAMING PLAN ----- (2) 3/8 x 9" x 18" SIDE PLATE 2"1 ' --- 1/4 (1) 1" x 6" x 6 7/8" BRG PLATE U 1 (2) 3/4"2 x 8 1l2" A307 BOLT FURRING A' R�?UIRED I (1) 1/2"x 10"x22' BACK PLATE SEE ARCHITECTURAL i'-3 1/2 (6) 3/4"2 x 8" STUDS 0 7" GAGE - --� - - 22" WIDE x 33" BLOCK OUT 32'-0"_TO BLDG WALL �i DETAIL 2 DETAIL -5 CANOPY BEAM DETAIL ^� SCALE 1" = t'-0" "'" DETAIL H ^' SCALE: 1 y - — DETAIL "J" 4 ROOF LEDGER DETAIL r ^' �- SCALE: 1" = 1'-0" DETAIL "M� 3 CANOPY DETAIL N - �� - _ oo 1 ' SALE. 1" V-0' - co � SCALE: 1" = V-0" - DETAIL "L' DETAIL "K" oo - 5/8., x 18" PWD I T 00 JBL 2x6 PLATE i, U Ln ROOF JOIST - SEE ii ii O O PLAN & SCHEDULE BN - o— Q GL CANOPY BEAM I -, SFE PLAN - --- �� o o ' o o i 1 1-131 6 I i T/BEAM & PLATE 3/16 r � i I II / � I I ` SIMPSON TS 12 ® 48" 0/C i� i� T/STEEL •° - " PLACE SOI T`' A TOP OF 2x6 BLOCKING 1 13'-10 1/2" - �- 1/2 x 3" STIFF PLATES i 13/16"2x1 1/16" VERT. X, i SLOTTED HOLESALIGN w/COL FLANGES 20 GA x 3" STRAP x 18'-0" LONG 0 ROOF on - 14 1 (2) SIMPSON A34 (24'-0" 0 FLOOR) NAIL TO BLOCKING - __ r_, 2x8 0 16" 0/C w/10d COMMON NAILS 0 4" 0/C STAGGERED - 144r\ 2x6 BLOCKING ; I I 4 V -• - — FLAN ----- --- -_ - _ J -- — — _ — - �.. \ SIMPSON "PA135" TIE STRAPS 0 C-0" 0 ROOF i; v -• --- 1 4 (0 4'-0" 0/C 0 FLOOR). EMBED 6". - - S- 1/4 _ S 3/4 x 8" x 20" PLATE -'-' �_ U BEAM SEAT � I C•� BEAM SEE NAIL THROU�--I 20 GA x .3" STRAP. 6 iI (8) 3/4"2 A325-PT BOLTS ---- PLAN & SCHEDULE SIMOSON TS 12 C4 48" O/C �� ® 3 1/2" GAGE (2) 3/3 x 9" x 18" SIDE PLATE 2 -� BN ii PLACE BOLTS AT TOP OF I 13/16"2xl 1/16" VERT ,: 2 1/2" ` (1) 3/4 x 6" x5 1/4" BRG PLATE I \ �i SLOTTED HOLES. 1/4 _ SIMPSON THA213 HANGERS (2) 3/4"2 x 7 ' A307 BOLT ++ 2x6 ST�JDS @ 16" 0/C �' S" (1) 1/2"x9%22" BACK PLATE I r. 1/4 (6) 3/4"2 x 8" STUDS 0 6" GAGE 2x4 FURRING (2) #5 114V 1/2" (2) 3/8" SIDE PLATE V 112" PWD -7 -- _-2 (1) 5/8" x 5" x 5 1/4" BFG PLATE I �� 22" WIDE x 33" BLOCK OUT I / (4) 3/4'2 x 7" A307 BOLTS I, 10° 2x4 BLOCKING- BEAM 4x4 BLOCKING 0 O 0 FIRST (2) DBL 2x6 PLATEJOIST SPACES I 8 1/8" 6 3/8" Cf U ---- ROOF JOIST . — (J') I,,- SEE PLAN AND -4-J 30'-0" 0.0. SCHEDULE I I 9 DETAIL T _ �+ SCALE: iDETAIL "U" AT ROOF -- 4x6 LEDGER __ �_.-_- I - M 6 DETAIL 3/4"0 10" AB 0 4'-0" o/C f-__- _ AT FLC0R - 4x6 LEDGER 7 DETAIL � o ^• SCALE: 1" = t'-0" 3/4"2 x 10" AB Cay 2'-0" O/C • -- DETAIL "N" SCALE: t" - 1'-0" DETAIL "P" 8 DETAIL CT'' t)UALE: t" = V-0" -cr) N DETAIL "P" 10 -- NOT USED - ^+ SCALE: 1" = V-0" 4x6 LEDGER W/ 3/4"x AS 0 48" O/C CANOPY JOIST. SEE 1 O 0 4" O/C PLAN AND SCHEDULE FOR SIZE AND LOCATION \ r- 4x8 PLATE —' / SEE ELEV FOR AB's x4 B.C. BRACING --- I (3) RUNS PER BAY ? J (2) 16d TO EACH JOIST ROOF JOIST - SEE - PLAN AND SCHEDULE -(2) #5 /' SPLICE BC BRACES W/ / 2x4x24" BRACES W/ - — 1 (8) 16,1 NAILS EA END PERMITSET ----- 2x8 BLOCKING AT MID SPAN JUN 2 1 2002 (2) LAYCRS 4x8 PT LEDGER W/ GYP BOARD -/ 1/2"2 AB 0 48" 0/r-, BOTTOP CHORD bRACE" SPLICE- S JOIST. SEE PLAN NOT FOR CONSTRUCTION S"�IPSON HANGER FOR LOCATIONS SEE SCHEDULE UNLESS APPROVED BY 4x4 LEDGER W,�-� •� (2) LAYERS GYP BOARD 3"EET It' BRADFORD CONRAD 12 CANOPY BRACING DETAIL AL CROW ENGINEERING CO. S5v3 SCALE 1" = V-0" /�_ CL • STRUCTURAL - MEC►AMM EWNIEERS rl 1 DETAIL MRAL-- -- w 10180 SW NIMBUS, SU!TF J3 DE-tall " TIGARD, OR 97223 T" SCALE 1" = 1,0" 10730 SW 130 PH. (503) 639-6601 FAX (503) 639-6251 _ WESTGAT'E BAPTIST SIT2002-00015,PI,M2002-00214 18uf 29 BCCE JOB NUMBER: 01371 i�k;A F'ROJECI +» I a01 i NOTICE: IF THE PRINT OR TYPE ON ANY IT I IIl i I I III 1 1 1 1 1 1 III III I i i 1 1 1 1► 1 1 1 1 ► 111 ►I I I I r r�T III 1 1 1 1 1 1 T I I IT 1'11 I 11 'T f l I I•► I(I r t"1 1 1 r�I r I I ► '1 i l r rl T h r r r r 1�l�I 11 1�1 r�1 I�rI I I I III i I I I I I II I �... IMAGE IS NOT AS CLEAR AS THIS NOTICE, L. I I llI I - I _--I1 --_I _I-��._I _� �_..-_I__ __�G /1 I I I '� �U ___� _ �____1_- ______�__ IT IS DUE TO THE QUALITY OF THE _ _ _ No-3e ORIGINAL DOCUMENT (( ��s �R��Z sG Gz o� -�z I s�z-- �tsG oz ei--__81 LT Liii'lIIIII�illl IIID I I 1 1 1 1 I 'III ILII I Illlll�lllll IIIII1111� III IIIIIIIII II+ ] II I11111111�111111111�111111111�11111111�1111111 I 111111 111111 111111 VIII II�IIIIIIUIIIIII 111 II II �i l III�I ll► ��l�l� ( , l Il � �llllllllllll 11111 _111.111111 ll IIIII'klll F 2'-6 1/2" I1" 20 GA x 3" SIRAPS 1'-1" U SEE PLAN SIMPSON MSTI72 0 4'-0" o.c. THROUGH WALL •�I NAIL THROUGH 20 GA STRAPS v� 0 BEAM & 10d ® 4" o.c. (2) ROWS IOd Cw 4" o.c. EACH ROW WALL BEYOND u� 4x4 BLOCKING AT + 1ST (2) JOIST BN LLJ SPACE � ; NAIL SHEATHING TO BEAM ---� w/10d 0 2" o.c. STAGGERED SIMPSON PA53 0 4'-0" o r r BN I NAIL EVEPY OTHER HOLE Q 2x4 BLOCKING U � I / ��) q��49 E3RP�� ".r'iFMAL DATE: 3rL U' GL BEAM SEE PLAN/SCHEDULE 4x6 PT PLATE SIMPSON MIT HANGERSJ 3/4"0 AB a 24" W CL OF 4X6 -_- -a-� U GL BEAM - SEE PLAN pim SIMFSON HANGER SEE SCHEDULE U 1 DETAIL 2 DETAIL 3 DETAIL - -- -- - \.—GL BEAM - Re11 �- ^+ SCALE: 1" = 1'-0" DETAIL "U" ^+ SCALE: 1" = 1'-0" ti SCALE: 1" 1'-0" DETAIL "X" DETAIL "V" 4x4 BLOCKS 0 EACH STRAP 4x6 PT LEDGER Y 3/4"0 x 10" AB 0 4'-0" 0 c 4 DETAIL (7)-1_<1 o CD 1 ^+ SCALE' 1" _ 1'-0" DETAIL "W" 00 I SIMPSON IUT2.06/14 HANGERS TIE STRAPS WHERE REQUIRED - SEE PLAN BLOCKING PANEL 00 Q S r ( 1 " NE ) STUDS 024 ox. x 00 V ELEVATOR � � I — 2; PLATE SHAFT O Ln -NOTE: CLINCH TYP STUD BN Q HANGER NAILS (4) 16d ''� SPACING �) EACH SIDE — PLYWOOD i - III! e I 1p _ __ ` 400 PT PLATE 16" FLOOR I-JOIS1 I ' �1 0 'IP � 4x 10 PT PLATE _ ELEVATOR LOBBY �� 3/4"0 ® 32" o.c. MAX (CSK) WEB STIFF 20" FLOOR I—JOIST SHAFT �. (2) STUDS TO HEADER WEB STIFF (3) 2x6 PLATE WEB STIFF TOP OF WALL - SEE SCHEDULE — 1 3/4" LVL - RIM JOIST---./ (3) 2x6 PLATES EMBED AS REQUIRED� 1 3 4_ MUST BE SHEETED AS PART 3 3 4„ BRG_ � --_ ED Q TRIMMER STUDS FOR ELEVATOR RAILSE , ETC 0- SEE ELEVATOR DRAWINGS C AT LEAST ONE FACE OF STUDS TRIMMER STUDS REQUIRED `�-- NOTE: - - 2x6 STUD WALL - SEE - SEE PLAN FOR N0. OF U � FOUNDATION PLAN AT LEAST ONE FACE OF STUDS MUST BE SHEETED CJ 7 OF PHASE 1. TYPICAL AT BEARING WALLS. ny AS PART OF PHASE I U � N 5 DETAIL 6 TYPICAL HEADER DETAIL 7 DETAIL 8 DETAIL 9 DETAIL s cn kQ_ SCALE: 1” = 1'-0" DETAIL "Y" ^� SCALE: 1" = 1'-r, �+ _ 1'-0" ,�, DETAIL "AC" — DETAIL Z" SCALE: t" = t'-0" DETAIL "AA" ^' SCALE: 1' - DETAIL AB' SCALE: 1" = t'-0" � U �. O O I 2x TRANSFER BLOCKS 0 4'-0" O/C T 1 l c— c)-, I (5) 10d NAILS EACH SIDE I HVAC UNIT Q II j NOTE: TBH 162 • ROOF TTOCOMPLY WITUEC 3GONT RACTOR II TO SUBMIT DETAILS SHOWING COMPLIANCE. CD I 2x4 FLAT BLOCKING NON-BEARING r---)f` NOTE: SEE DOUBLE HANGER IN "Z" CLIPS AT STUD WALL NON-BEARING--- �— 0--)ADD 2 " -)I rIONAL ANCHOR BOLTS SCHEDULE FOR HANGERS I I ! EDGES OF OPENING. STUD WALL. i � ,: � T— F A ,:H DOUBLE JOIST U) owl— TRANSFER BLOCKS - SEE 10 DOUBLE JOIST DETAIL, SCALE: V-0" 'I i� - !!�I! I_VL RIM JOIST LVL RIM JOIST DUCT I TYPICAL SEE PLAN SEE PLAN— TOPICAL I, I/ _ I, I , - SJ-350 JOIST SPACING .. .�! -- -- - �--- Sr'ACING _T ADD 2ND JOIST ON SIDE FLOOR JOIST--/ AWAY FROM BEAM TO I SEE PI AN AMD ALLOW ACCESS TO BEAM �.� I I SCHEDULE I ! _— TYPICAL SPHCING 2xSTT UD WALL 0 LL 0/C 2x6 0 16' O/C A STUD WALL 12 HVAC SUPPORT DETAIL 13 JOIST STUD WALL DETAIL 14 JOIST STUD WALL DE`1'AIL PER I "' "SCALE: I" = V-0" ^+ SCALE1' 1 -0' ^� SCALE: 1" = V-0" SHIM AS REO'D NOTE: NOT FOR CONSTRUCTION FOR GYP BOARD ATTACH BRACKET ABOVE UNLESS APPROVED BY CENTERLINE OF BEAM i HANGER RODS FOR SUIL_DI. G OFFICIAL MOVABLE PARTITION TO BE DETERMINED - LBRADFORD CONRAD CROW ENGINEERING CO. S5v4 11 DETAIL (0 MOVABLE PARTITION G CML , STRUCTURAL • MECKXW-u EM0M11 R CAL 10180 SW NIMBUS, SUITE J3 10730 SW 130 11 TIGARD. OR 97223 ^� 1' m 1 -0' WESTGATE BAPTIST PH. (503) 639-6601 FAX (503) 639-6251 SIT2002-0001S,PLM2002-00214 19of 29 ECCE JOB NUMBER: 01371 G'� F�R?OJEC t a • 1501 ti,.y 9 z ` ` k NOTICE: IF THE PRINT OR TYPE ON ANY r(rii I I I ►1 1 1 1► III III III I J,i III III I I I f I f f I II111I11 r rr r I I I f I I I III "I f l 11 111 I I I l I I I III III V I I I'III III I L I I III III f 11 1 1 111 111 111 III III LII 1111111'111 III V I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, Q l 1__ _ \_- __ \_ _ _ _ IT IS DUE TO THE QUALITY OF THE -- No.36 ORIGINAL. DOCUMENT �s e��Z e z G z 9119-- z Z e IIIIIIIIIIIIIIIIIIIIIIII IIILIIIII III I I I II III �� III IIIIIiillll IIIilllll ilil(IIII IIILIIIII IIIIIlllllli 1 Illlill iliIIIIIIIiIIIlilil Iillliill IIIIIiiil 111111 i i I , lil 111 IUil�llll IIILIIIIIIIII II �� 11 I r llll�l�l \II Illylllllllllllllll111.�111lllllil111 II I I l,.11ll� 111 �irti I � r �f� Drg dwIndex ry BUILDING LAYOUT: ASSUMED PROP. LINT~-_ BETWEEN BLDG'S. � � ! ON 15AME PROPERTY (UBC E,033). BITE NEW BUILDING 2O' C)" GLEAFi- C7F= I:X 1ST I N6 ti GGF tURG'H BUILDING PERMIT MITTAL t 517E NEW BUILDING PARALLEL TO I AI.I ARCHITECTURAL.. 51TE PLAN and COVER q +r AND 20'-0" FROM EAST Q / I I PROPERTY LINT (A9 8URVEYFD) \ I t I \ / / I SNEEt lthle eheetl () &` I EX19T'0. CiARAGE REMOVED UNDER A2.1 PHASE I - LOWER FLOOR PLAN (1/8" Sca gEPARATF PERMIT e�ti� A2.2 PHHSE I UPPER FLOOR PLAN (1/8" °C.) A23 ROOF F -AN (!/8" 5c.) `.`} 20'-0" �________�._____ ___._ _.-____.�_ _______._._._.__ � �•? DON R. KillKIVAN - _-- A2.4 9GHEDULE5 end DETAILn I A3.1 EXTERIOR ELEVATIONS � 164'-©" ' � ! I uBUPN, Wa�11N1J I ON { ( { F - A4.1 PHASE I - BUILDING SECTIONS v QI I I II I I o A4.2 RATED CON5TRIUCTION A55EMBLY DETAILS CJ EXI5TING CHURCH iX/1 A5.1 REFERENCE - LOWER FLOOR PN LA (1/03" 5c,) L O `�j Lu { I L 9 w I A �c�ttlort / A5.2 REFERENCE - UPPER FLOOR PLAN (1/8" 3c.) _. -- nER ,� 5EE PERI11T 5ET FOR k!*PA � - � ADD1T!ON FOR t PFRMI' EXIgT'G. I ! I al.1 `.STRUCTURAL NOTES W W COMPLIENCE WITH , , CHURCH \ t I I I CODE REQ'5. DUE TO I OFFIGE3 I I I 32.1 FOUNDATION PLAN _ J L -- - J PROXIMITY OF I I 11✓' L--- ----- - '2 + I _ , 32.2 -- 2 FLOOR AMI AN -� �- A5f5UMED F•ROP. LINT r 2nd L OR FR NG PL 0011 - / BETWEEN BLDG'S. I I EX19T'G. - t GLA55ROOM 'C' { EXI5T'G. { `52.3 ROOF FRAMING PLAN °5" ' { g1.4 - PLATFORM FRAMING: G�;NOPY' FRAMING �' TO\ ` -1- REMOBVED I I 32.5 FRAMING 5CHEDULE9, DIAPHR.AM NAILING c�C NEW ---- - -.- --- _ 33.1 --- WALL ELEVATIONS o. I -(' MULTI-PURPO� _. 33.2 WALL ELEVATIONS t3UiI_DINCx ExISB p MODULAR PEClAL iN'P' CTpUN R�(, UIR�p ' 53.3 WALL ELEVATIONS - --- Stat'e of 0re2?. Structt,r I S ,�� C`� 41,81 G.S.F. � _. .- �c1a1 Cod `�3.4 WALL ELEVATIONS rn s 24,824 S.F. FOOTPRINT --- -�-- .S CY Canr:ro.e : td Reinforning Steel _ _ 53.5 WALL- ELEVATIONS CD 1+ _ 8C':a 1rst;ali--d in Concrete I l 54.1 FOUNDATION DETIAL-5 � ' �' �, •+pe�cla� fr, nnt-T:os;sting Concrete Frame 54.2 - CONCRETE WALL DETAILS 00 � 34.3 CONCRETE WALL DE T AILS x Y ..teat �. l�restrasa,ing 58eet Tendons �---' 00 i Structural i�'e NEW 34.4 -- CONCRETE WALL DETAILS \ I --- iPl..► AFIELD _-- L_ ! �Y J .. I 35.1 FRAMING D ETAIL5 g52 --- FRAMING DET'AIL3 3 �J 7�7 --� - - f [] atru::ttlra! r�las�y,�r� � CL Q 0 tip )i�>f ung Concrete 553 FRAMING DETAIL" 41 ;1 ' �. - I ITIL ? - N-� IRriU�.�ii!r(1 CQriCFeIL' 28 5HEET5 TOTAL_ Spray Appi'ied Flrc,.kestati,, 1'`r+latenais Set #1 L P'Iirtgs, Dr4led Pient an Y � cl C41►ssar,s Project Description PHASE I SiZo taF?CATMEN E AND L eC1al c Rl CONSTRUCT ION OF THE 5TR1C-TURAL FRAME. AND Structural' I I I GIVtL DRAWL n and Filltrtp EXTERIOR PINI5HE5 OF A MULTI-PURPOSE \ I I I I I © 5make- antrpi Systems \ SCHOOL-'CHURCH BUILDING AND REQUIRED RELATED ` IL �___ SITE WORK. THE INTERIOR BUiLD-OUT OF THESh(A I BUILDING '111LL 13E 3UBMITT)`� A3 A SEPARATE ' "PHASE 2" SET OF PERMIT DRAWINGS. THE PHASED PEf;MIT 5U5MITTAL 15 INTENDED TO FACILITATE CON3TRUC,TION 3CPEDULING 50 A5 TO MINIMIZE CONFLICTS BETWEEN THE OPERATION OF THE 130th AVENUE _-~-'�"- �_�_'�- SCHOOL IN EXISTING FACILITIES ON THE 517E AND CONSTRUCTION OPERATiON5. --___ - GR055 SQUARE FOOTAC-cE = 41,813 `3.F ( , - TAX LOT t: 02200 TAX f 1AP rl i5'33-4D BITE PLAN NOTE-O- -_ _ _ -- �_ Deferred �Ubm ttals _ � u- ` THIS SET (PHASE 1) 1S INTENDED A5 A PERN!•T SET 11) PROPERTY LINE INFORMATION SHOWN ON THIS 2) SEE CIVIL DRAWING" FOR LAYOUT AND C5T'R 4) 5EE CIVIL DRAWINGS FOR REQUIRED ER05ION � FOR THE STRUCTURALRs=ME AND EXTERIOR FINI5HE5 ONLY. i T WILL BE FOLLOWED By A PHASE 2 51TE PLAN 15 FOR REFERENCE ONLY, LAYOUT OF DRIVEU.IAY5, PARKING AREAS, AND OTHER CONTROL DURING C5TR ---. _ AND REFERF_NCF TO PROPERT" LINES SHALL SITE AMENI`IE5. - - 5E? THAT WILL DETAIL THE INTERIOR EWILD-OUT OF ` BE M4DE FROM A PROPERLY 5TAMPED 5) 5EE LANDSCAPE DRAWINGS FCR CITY OF T1+GARU THE PROJECT FOR OCCJPANCY. 5UR1✓EY PROVIDED BY THE OWNER. 5EE CIVIL,DRAWINGS FOR PARKINCs G0t1NT LANDSCAPING AND LANr5CAPE IRRIGATION. pp , 5TRIPPING, AND COMPLIENCE WITH ALL SITE Approved nu i_i� vG FOOTPRINT I 1' `; t PFsE-CcIV� r. ondfti�onallyApproved.... .. ....... ..... ( ): L.A Y OUT E iir< '3 A L r<c�'C• 6 COMM�1MM , � J d<?£J � A �... �?. �.-�n r r a a r-n n 's .. .-�r r 1 ! L1 ALL CITY Y /�F T r'r A F?r7 LAND �gF V f' 11�'` , ' 1 J 1 fRL I I L-l�C:. CJI 1 i I •� r_ A._. T I._A. C........I..H.m w...4,aa nharl I('1: , �'7 /1 /,✓2 •�� INr-JRMATION ON TH15 MITE PLAN. ALL CODES AND THE CONDI TION5 OF APPROVAL •1.J11-ir~�, PFgMIl NC).-S 1)Z�Z-opZS�1 1 �'� LAYOUT OF WAL_lCWAYS, DRi��ES AND PARKING 3) 5EE CIVIL DRAWINGa FOR CST'R. OF ALL ATTACHED TO THE CONDITIONAL USE PERMIT CONTACT / CIS AREAe, SHALL BE MADE IN RELATION TO THE UNDERGROUND UTILITIES AND DRAINAGE 155UED FOR TH15 PROJECT. _ A? N ��.utlett. AtIc�w.......... ..• ... ..••• . . ... ) BUILDIN,iY5 ACTUAL LOCATION ON THE 51TE. STRUCTURES CITY OF TIGAR.D REF, 0 (CUP) 2001-00004 _ Joe,.jd -- ' ' g r to y' NORTH tD cup Sde Flan CU TO HWY. 26 CO (5UN,5ET HWY.) � Code Analysis _ _ _P_roj_ecTEBm BUILDING CODE °UMMARY APPLICABLE CODES and 5TANDARDa PROPERTY OWNER OCCUPANCY ~ FDUCATIONAL, GROUP 'E-I' _ per U.B.0 504.3 - IN A MIXED USE BLD'G., *THE 5UM OF 1998 » OREGON 5TRUCTURAL SPECIALTY CODE WE57GATE BAP-15T CHURCH and 45 EMBLY GROUP 'A-2.1' THE RA7105 OF ALL-OWA13LE TO ACTUAL S.F FOR EACH (U.B.0 WITH OREGCN AMENDMENTS) 12930 5CHOLL5 FERRY ROAD I,jvBtxkmBnFtl CONSTRUCTION TP, 5-Ihr. - FULLY 5PRINKLERED OCCUPANCY SHALL NOT EXCEED ONE (1). '- NOTE THAT A.D.A and AN51 111.1 CODE TIGAR..D, OR. 91223 � - REQUIREMENT5 ARE INTEGRATE!-' INTO (503) 524-3500 _-- 1 A-2.1 CHAPTER Il OF TH15 CODE ALLOWABLE AREA GALC:IJLATIONS: -, ARLWiTEG r ^cilc�vc -----_ -- 30,461 3,F 11,412 5.F 1 15_.7 UNIFDKM MECHANICAL ...ODE ,. 4•+ t< • 'E-I' BASIC ALLOWABLE AREA 15,100 5.F 62,800 5,F 42,000 5,F f 1991 UNIFORM PLUMBING CODE DON R KIRKMAN, ARC111TECT +' per U.B.0 table 5-B, E-I OCCUPANCY v 1991 NATIONAL ELECTRIC CODE P.O. BOX 816 � LO • MULTISTORY ALLOWANCE x 2 = 31,400 5.F AUBURN, WA. 9". 2 E U U.B.0 504.2 0.4135 + 0.212 = 0.-15-1 199-1 N.F.P.A. 101 - LIFE SAFETY CODE (253) 833-1910 �,� T* NOTE: ALL WORK. SHALL COMPLY WITH ALL STRUCTURAL ENGINEER S1 , - • INCREASE FOR SEPARA�ION Not Applicable APPLICABLE CODES, W rROM OTHER STRUCTUREg ANDARD5 c REGULATIONS and INTERPRETATIONS BY 505 per U.B.0 .1.1 E-I occ. E-I occ. B.C.r' ENOINEERIN6 contact: XHN BRADFORD REGUt_ATORY UFFICIAI.S WITH JI:RI.Jo DIGTION , • INCREASE C-OR SPRINKLERS x 2 62,800 S.F 14,112 5F 15,689 5F IC•190 51,11 N411131.15 AVENUE, 11J3 ripTl,l,t.!'� ? ,rc� U.B.0 505.3, SINGiLE STORY va --- TIGARD, OR. 91223 to (503) 639-6601 � • 'E-I' - ACTUAL BUILDING AREA: 30,461 5.F ZONING CODE 5UMMARY --JURISDIGTIOh CITY OF 71GARD, OREGON - - CONTRACTOR • 'A-2.1' - BA51C ALLOWABLE AREA 10,500 5,F per U.B.C. table 5-'B, A-2.1 O( CUPANCY PROP ZONING - R1 - MEDIUM DEN51T'� RE5IDENTIAL GRACE CONSTRl1CTION INC. contact: STEVE SHAW � +�� ' y r®: : rNta+llatian'rc c tpt+ t-:�,'S" %41EFT #: A-2.1 occ. A-2.1 occ. 5010 NW 235th AVE. 0101 • MULTISTORY ALLOWANCE x 2 21,000 S.F BLD'G. U5E LOCAL COMMUNITY CHURL H, PROJECT 517E - NORTH IU,Or�2 3F 1,.3hU SF HILLSBORO, OR. 91124 per U.B.` *K.)4.2. REQ'5. A CONDITIONAL U5E PERMIT (503) 648-2388 • INCREASE FOR SEPARATION Not A ,pllcek (C.U.P) r10TL: Q I FROM r)TNER 5TRUC7URE5 - __ Vicinity' Map FOR COMPLIANCE WITH ALT__ ZONING .AND c.U.r Alai per U.E..: 50�,,I.I _ _ REQUIREMENTS, SFE T14E !�,t AFF REPORT' AND NOT t0 5GALE r • INCREASE FOR SPRINKLERS x ? 42,000 3F� CONDITIONS OF APPROVAL FROM THE (NOTE DIFFERENT r,IORTH ORIENTATION CONDITIONAL USE PERMIT FROM 51TE PLAN ON TH15 SHEET, per U.B.0 505.3, 91NG1_E S70RY vs CITY OF T16ARD FILE t (CUP) 2001-00004 • -A-2.1' - ACTUAL BUILDIN3 AREA: 11,412 13.FL0111ER EL(X?R UPPER EI_c�OF� 10730 SW 1301It 1JKA PROLIEGT t WESTCATE UAPTIST 1501 SIT2002-00015YLM2002-00214 20of 29 ;z Q l II ( Il I I I IlIII IIIIIII III III 111I III I III I ! I IIII III Jill IIIII III I IIII1 1111 1 III 1111�INOTICE: IF THE PRINT OR TYPE ON ANY I _ r IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - 6 8 1b -- Jl ti't ,LOCA-� IT IS DUE TO THE (QUALITY OF THE No 3e �III��II[I;III lisll1lzllll IIgIIfItiIIIIIIIcII zIIII�IIsII�zIIIIIIII5I1�zIIII IIIvI�zIIII�IIsIIIzIII-I!IIIII zILII ILItI zILII IL0 II III Il �liIIII l � u�11111111111I.111i�111111ItZ- 3 ll! l V3III I1 ( t �i [I1I II.II�IsIIxIII ill II I IIIIlIIIIl!I I Iill►I ILII IIIIIg1111� 1Gulllil�llORIGINAL. uUCUMENT Iri l <1, 111111h11►i 164'-0" pp f 91-4" 6-10 14-9 9'-4 6-10' 1 -10' b-10" 9-4 �t-b 91-4" Ifi 8 I " I 11 1 11 11 I 1 1 1 1 11 1 M -71 - / �. OPENING IN STRUCTURAL WALL FOR P0551BLE FUTURE TYPE 'C' DOOR, A�T� FILL OPENING WITH INSULATED WOOD _ STUD FRAMEC> WALL ! I DON R. KIRKMAN I I �12, 22'-3" .... -T 22'-3" �AUBUI2N, WASHINGTON fr1 _.��12" I 4'-I �O n �� 3 _ . � v F p 1 0 37-0" I _ 32'-0" 8'-2" J - j �I s > I I -1 r< V tr _ v ;t 0 co d x O00 m r^� O y 3 C -� Lr) I : 11 CL � � I - --- -011 —_ 12-10_ 52-4 - —--- ------- 12-10 _ 111-0 II 1 N I set #1 -- -- - I - --- F44A5E I Structuroil Shell -40 COP s� L] -4:P V 4ft� k O CL ! ;- EXPOSED BALCONY EDGE I I 0 C ABOVE, TYPICAL I – `_ - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - .- -- .- -- -- - j as t] -- I n I- I v C" j Cc cm 1 `.•, , 11 1 " 1 11 1 11 1 " i 1 " 1 11 35-4 14-8 14-9 _ 35-4 8-2 9'-4" � � i 1 r------+ -- �' — II ---_-- - -- - - - - - - - - - - - - - - - - - -. - -- — - - - `/ I'/' I FLooR PLAN Ncm5s 1) ALL DIMENSION5 ARE TO FACE OF 4 - -- — I -- -– STAY-IN-PLACE FOR115 OR ROUCsM OPENIINc:..3 UNLE56 OTHERWISE NOTED. VERIFY DIMENSIONSF I V iNDICATE5 A CENTERLINE j WITH ELEVATOR (T`PICAL Or WINDOW AND OPENING 5HOP DRAWINGS I I pll"fIcN910N5) ' ! ( 2) CONTRACTOR SHALL PROVIDE A <o> t+' -- tEMP0R/4RY STAIRWAY TO THE I1-311 Sim.-----____"_—.-- I UPPER FLOOD AND GAURDRAILS AT ALL EXPOWD FLOOR EDGES IN ! COMPLIENCE IUITH 0.5.HA REC5. n n O G OA T FLOOR PLAN LECsENt> t 4 19 4h I i ^- i WINDOW, DOOR AND OPENING " 1 11 1- 11 1_ 7-41' - 1 11 1 1 1 ' I " 1 _ X 81-01, �2'-0_. - --- 117-0' 80-001 - " 11 O ..- 18 8 __ 1-4- .- -.--_ .4 -O" --- _ f, �, _— 17 -O -O" TYPES, SEE 31-IEET A1.4 `6'-011 T STA ---�---- CONC. WALLS WITH YIN 5wmT b I PLACE E.P.5 FORM BLOCKS, � I � I bEE StRUC'IURAL FOR GONG. CA) A.i G THICKNE&3 and C5TR. REQS. F' NORTH Aa� a� ,�,------ -----.-y------------r---- 2x6 AT Ib"vc: UXX V FRAME A2m }, --�--- ---__ -- - ,__... BEARING WALLS, SEE Structural Shell "- Lower Floor Plan _ Y 1 9TR6:_-TURAL FOR C5TR. RE.09. SCALE I/8" I'-O" 10730 SW 130r" DKA PROJECT t WESTGATE BAPTIST I'OI SIT2002-000I5,PLh12001-00214 21 of 29 ._NOTICE' IF THE PRINT OR TYPE ON ANY I r- I ll_1l _llllI-l__l__ljl�l__1-_1�1I1�11��_1��_111i(lll1lIl_ll_lI_llllIll__l__l—Il _l_llllllIllll,Illl ' III III8I1IIIIIIII�IIIIII_I I_1I�1I1IIIIII_.I III I�I�JI T, cL/,qIIIII �I01�IMAGE IS NOT AS CLEAR AS THIS NOTICE, No.36 ��=•••. ' IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT > 8Z 8Z GZ 9Z Z i ibZ �SZ Z t�Z UZ 8i 8Ii G�i 9t 4t 6t F,t Zt tt I t11 ,111111114111111111 88 G 9 III Ii I IIIIIII I�►III��I�IIIII��I��III�IIIIII► I►III► ►Illlllllll1llllll1111itI1111111 llllll� IIII►Illl f � II IIII IIII II�LIIIIIIIIIIIIIII�IIIIIIIII IIIII111111111I1 11 VIII III IfIIIIIIIIIIIIi 111 �I VIII „I,III► II IIIIIIIIIII II IIII► III I UI n A4 i ARC QON R. KIRK A , OPEN TO OPEN to AUBURN, WASHINGTON BELOW I v BELOW 0 io -_4-------_ I -- coav 4t O �> C� < O 4> \ I hof a \ � es► cd i I J c, o 00 oo S2 cLa r� o cc ` O CIO� <,N,) OPEN TO _.- ---- BELOW -- ----� ( O -� N 12'-10" 6'-b" , / I 6'-6" 12'-l0" 11'-O" i Set #1 I I Structural 1 46% to IS 7III o . 16m i Cm Co how In r- STEEL COLUMNS CENTERED ccI \ Al— / ON GONG. WALL BELOW L i m 3 _ 40)k w- 13 I - o 4,P — - - o o I o I - - --- cc I c ' 1 B " I " � 20-0 20'-0' 20�-O ?a' o' � � o --_- - , - -- I � 5 FLOOR PLAN NOTE5; 1) ALL DIMEN510NS ARE TO D=ACE OF STAY-IN-PLACE F0RM9 OR ROUGH OPENING UNLESS OTHERWISE NOTED. A. V INDICATES A CaliTER_INE OPEN Tc (TYPICAL OF WINDOW AND OPENING BELOW I I DIMENSIONS) F .2) SEE LOWER FLOOR PLAN FOR pIMETJ IONS OF ALL WALLS AND `✓ I OPENING THAT ALIGN WITH THOSE BELOW IL<E)> ✓ <D> C,> I �D> 5 FLOOR PLAN LEGEND: --I fix` WINDOIb, DOOR AND OPIFNING X TYPEg, °.M 5HEET A2.4 ENTRY CANOPY ROOF BELOW CONC. WALLS WITH STAY IN ---;► �� TOP OF TAPERED I BEET �\ It At LOW POINT � .r.....m.oe PLACE E.P.9 FORh1 I!lL.OGKJ, "�"r"'• SEE 9TRUCTUR-,%L FCIR COTIG. pAck � ; Al _ __ ___.._ _...__�� _--- - - ---•l� --- ------_--�-.--_____-_ - "A ,, p tHIC'KNE59 end C9TR. REQ'9. NORTH Azo 2 Structural Shell - U,*er Floor ran FLAt J019? BEARING lam. 5-ALE: 1/8" 1'-0" - ��-- - - - TO;' OF BM. (FLAT) 10730 SW 1301,11 rArA PROJECT s� WESTGATE BAPTIST 1 1 SII'2002-00015,PRI,M2002-00214 22of 2N NOTICE: IF THE PRINT OR T1 PE r I r l i 1 i 1 1 1 1 1 ii l I i I i 1 I i * 1 1 T 1 1 r r r ,►r 1,r l t t I 1 I 1 1 1 1 1 1 1 1 'I I I I I I I l i l l l l l 1 I l t i l l l i III 1 1 1 1 1 1 f l f I I 1 1 1 1 1 1 1 1 1 1 1 ON '�NY r'� Ili � l � � � � � � � � � � � � i , � li � r� ! rl � �- r � ili � i l �_ I � � � �i1II � � � � ii IMA ISN T AS CLEAR AS THIS NOTICE f 1 _4�---�___ L_-_----6� �L__ �.gl _-------- 1_-.___.._._._..... IT IS DUE TO THE QUALITY OF THE No 78 f ! s 6Iz 8�z!II Lz ez Z lb!�z sz �z tz u6iII�I� IgIIffItIIII�IIL ;II�II1[4I ITIIII�I�4I (III t � IIIIIIORIGINALDOCUME14T �s��cIII zt � �tIltl�ll�lIlloll�ltllll�ll u�eI.III�II.IiIa IIII�IWI�L.11l�llllll9llllI ll�y1 lllilll�lll�s IE," ll��tll�l!�I I�IIIIIIIII III � �, III ►!II IIII�IIIIIIIII�I I�III�III til � 1 I o � I I I 26'-O" A.F.F �}'� I 126-O" TOP OF LEDGER `�' I TOP OF i-EDGER At LOW POINT At LOW POINT I DON R. KIRKMAN a A", WASHINGTON Q� I~ gl I �+ • I I I �••e + 26'-10" A.F.F _- STOP OF 15M. or It �\ I Top OF 13M. orIt I `/- - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - ` - FLAT BEARING LINE - - - - - -I- - - - - - - - -I - - - - - -- - - _ - - - - - - - - - - - - - - - -- - -- - - _ - - -- -- - - - - - --- - `� Irk R I I o 0 00 I . 28'-2" A.F.F I +-2-8'-2" A.F.F I e 00 Q rl -- OP OF BM. or � `�' TOP OF BM. or I� X i I T `�' I 00C I ICo �- (- - -�- - - - - - - - - - -- - -- - - - - - - - - - - - - - - - FL At RIDGE- - - - - - - - - - - - - - - - - - - - - - •-. -- - - - -(- - -� \�� re) '. (HIGH POINT OF ROOF) CN I i I I Set #1 ' . Y Structural Shell A.F.F fi I I I �26'-O" A.F.F TOP OF L.EDGeR SCUPPER, CONDUCTOR HEAD and TOP OF LEDGER I I � AT LOW POINT I I I AT LOW POINT __ X7�Il CRJSPC'Ut, TYPICAL (TOTAL OF 6) t • 5UF'PLIER 5WALL SIZE THE 5CUPPER, Q Y,. I 00045POIT AND OVERFLOW FOR THE _ --- - LA;bGE5T ROOF TRIBUTARY AREA O I SERVICED - 5,998 S.F ' � C.+ .M _. — 1-- — — — — _. — — — — --r — — — -- � ------------------� • � •� ; I SEE ALSO EXTERIOR ELEVATION5 FOR Sol LOCATIONS AND WALL SECTION FOR F''ROFIL.E OF CONDUCTOR HEADS `�.. • DETAIL SCIAPFIER5, CONDUCTOR HEADS and DOWN5P=5 PER S.M.A.C.N.A DESIGN MANUALU. I -- RUBE3ER MEMBRAIN ROOFING ON RIGID THERMAL INSULATION ON � I I ,/ 4*+ STRUCTURAL SHEATHING, TYPICAL CL • :a --- - ` 26'-10" A.F.F � 1 I I I �* 26'-10" Ai--.F TOP of BM. cx Ip coTOP OF &I. or It I I I � •i•+ .C?� - - - - - - - - - - - - - - - - - -I- - - -• - -- - - - - - - - - - - - FLAT BEARING LINE - - - - - -+ - - - - - - - - - - - - - - - - - - - - -- - - _ - - _ ._ _ - -I- --- - - - - - - - - - -• - - - -- - - �' I I � I I cm 1) IN6TAL L F «'- PER ROOFING MANIaFACTUREP5 RE0UIRFMEN75, x I I I DE'TA IL5 AND RECOMENDATIONF✓ I 2) SELECT RIGID INSULATION AS REQUIRED t0 COMIPL r WITH REQUIPe MENT5 OF ROOFING, PROVIDE .A. I GUV>?!i E30AIZ0 IF.(AS IaEgUIRiED _ + 26'-0"_A.F.F I I I _ + 26'_O° A.F.F I I I -.----� 3) VERIFY LOCATIONS .�tvD CI,IF�B TOP OF I-EDGER I " � i 3P OF LEDGER I i ZQJIREMENT5 FOR AU ROOFTOP AT LOW POINT I I AT LOW POINT I MOIWTED EQUIPMEN f FOR P14ASE 2, CONaTRUCT CURBS AS MIRED WITH F"6,41NG AND CRICKETS AND CAP �J FOR FUTURE EQUIPMEW "TALLAT0N EN'RY CANOPY ROOF I AT LEVEL 5ELOW, SEE UPPER FLOOR PLAN - ---- 5HEET A4.1 A4.1 NORTH A2v, 3 Structural Shell - Rcxof Flan SCALE: 1/8" T 1'-0` D" PICOO� CT 10730 SW 130T" IgpJ� WESTGATE BAPTIST SIT2002-00015,PLM2002-00214 23o1f 29 r Y Y ...,,:u t'B$iv ePr,..,. ..vl'!a. nw:4li�t+i1"aww.n..ry..a.... .�,.«« ..wa..ioL^rMom „ _ .. .ar.,.en.....NnR"Na ....._ .w....,..m. . .. - ..,wv........� NOTICE: IF THE PRINT OR TYPE ON ANY (1�111I � Iillll + Illillliltll i illlll+ l � lllt I IIIIIIIIII►II-� IIIfIIIIIIIII I IIIIIIiflllllli IIIIIIIIIIIII I IIIIIIIIIIIIIII IIIIIII(IIIII I IIIIIIIIIII I I IIIiIIIIIIIIIII IIIIIIIIIII�� l �v�� ; IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ _ �, IT 15 DUE TO THE QUALITY OF THE "°3° �'=� ” -• ORIGINAL DOCUMENT S 8Z 8L J'Z 91b Z ibZ SZ Z iZ OZ 8i 8t �Gt 9t 4t itit St Zt ttot� 1 �6 13 LL r9 9 t S II I il.�lll►Illlitllll Illl�lllllllll�lll�illllllllllllll IIIIIIIII�IIIIII�I IIIIIIIIIIIIIIIIIII illill!1111111Illllllllllllll II IlllWllllllilll111111 � I .l�.11�illlllhkll� I �ll III�IL� � �IIII�I �II�I II Illlllllllll�l�llll X1111111�111111 I IIII ll ii F� I� a �Ii�il■ f•a SEE DETAIL_ Ib/A2.4 TO THE - CONT. PRF_ INISHED METAL RIGHT FOR TYPICAL NOTES CAP FLA5HIN6 WITS••! CONT. CLEAT AT OUT5IDF EDGE, P1..1►N G�IMEN810N A" „ DETAIL + 14'-2" _A.F-F MANUAL PER g.M.A.C.N A TOP OF PLAT-E- i EX i END ROOFING UP STRUCTURAL BEAP15 ABOVE -�� ^- �� _- + 14'-10" A.F.F PARAPET dnd OVER --- ; 2b'-O" A.F.F CENTERED ON COLUMNS SEE CLA55 '5' c�,%!n.) i3Ui;' -UP OR _.__.___t j ___._._.- __ - _ - - _--- _. _ + . i MEME9RANE FrTOEING on -TOP OF PARAPET THE TOP TO FRONT TOP OF C_ONC. 5TRJCTURAL FOR BEAM n FRAMING EDGE UNDER CTAP t ' I I g A PLYWOOD ROUE .rHEATHING I 517E ND DETAILING �_- ,-^ - on WOOD i-,)o1e'1.s PER FLASHING F I -- - 5''NTHETIG Sl'UCC..O OVER � STRUCT. t SHAPED E.P.S IN PATTERN -- -- SYNTHETIC 3TUCCU on 5/8" -_ + 13'_8" A.F.F SHOWN TO FORM CORNICE, VIA1 11 K1 MA I TP. 'X' FIRERGI_A55 FACED - - -- -- - - I TOP OF BM. - ( _ 5EE AL50 EXT ELEV's. �� A GYP. SNEATIIING on I/2" �� 5TRUC" 'L. 5HEATHING on 2x4 - -- - I - ..�... AT Ib"c�c WUOV FRAMING - - t BLOCKING PER . BEAM PER STRUCTURAL --- _ ". _ - ____ + 26'-0" A.F.F RUBtikN, WASHINGTON 5TRUCTURAL, CONTINUOUS '-" -_-- - - --- -- -- -- -- _.__-__.-_-- - , I - --- � TOP OF JOIST, ESM., yr ,,.a � WIDE-FLANGE STEEL COLUMN - ._..-- ' --- _ FRAMING RUNS VERTICAL ; Fes, LEDCsER AT LOW POINTS, (L, K► FUER STRUCTURAL 1 SEE ROOF PLAN f ek� NOTE TYPICAL ALIGNMENT, - ` - - SYNTHETIC STUCCO on 5/8" SCUPPER and CY_)WN5POUT SEE AL50 STRUCT. DETAILS ---- ', --.-�..- FACE OF CONC. FOOTING TP. 'X' FIBERGLA55 FACE ------ __ �_ - 5YNTHET IC STUCCO on 5/8" � BEYOND: WHERE OCCURS, ---- a TOP OF ARCH I FRAMING anti I FU= N G A 2'-0" t!2" and 5TRUCT. 5"EATHING - --- -�- --- —_ — -- - -� TP. 'X' FIBERGLASS FACED + I1'-2" A.F.F RR 5 � � SEE ROOF PLAN �xi EXT. -------- ----- GYP. SHEATHING ON 2x6 AT � REQ'D SEE STRUCT'L ELEV e. . FACE 0,- FRAMING Ib"oc CEILING J015T5 BOTTOM OF ARCH I tQ�l FLAN DIMENSION 4 _ PLAN D:IIENSION PLAN DIMEN510N (at Intersect. w/ ccA. �YER5 OF 1/2 C.D.X E - --- _.-- ---- E . _ - - - .. __ ,� - -- - - _.. _� CURVED SOFFIT BEYOND, or prIaster b`4ond) PLYWOOD TO FORM BOTTOM y �\ I •�.. SEE DETAIL 3/A2.4 TO RIG-4t _ EDGE Of: CURVED SOFFIT ON and EXTERIOR ELEVATIONS - _ M13C. WOOD FURRING A5 - �- LREQ'D. TO SUPPORT SOFFIT PHASE 2 --- TYPICAL ROOF/GElLlNtx 1 CEILING _AT_ _-- _. A13-5EMBLY, SEE BUILDING CURVE[) #FIT BEYOND, }. 10'-O" A.F.F °5ECTION5 1 °5EE- DETAIL 3/42.4 TC RIGHT anti EXTERIOR F_LEVATION5 CN Column at Entry canopy, Pilaster Sim. _ Center of Entry CanopyRoof Side E e C` _ --- of Entr ..ano Roof Front E e Sim. CD CD 5.,ALE: 3/4" - 1'-O" STALE 3/4" I'-O" ( o� Ixt I I I UD C?� I } X. 00 LCn AT LOCATIONS --- mROV!DE DECORATIVE -� O - �'�� "4 INDICATED ON GRIDS BET' )EEN 'sLA55 _._ - - EXTERIOR - PANES IN PATTERN SHOWN, OPENING CzENERAL NOTES -- —J1 - C� n- �►' �- - _ PROVIDE O — DE OBSCURE --.� CENTER IN PANEL`S �- 1) ALL OPENING DIMEN}ION5 SHOWN ON TH15 SHEET ARE ELEVATIONS, � �-- � __ GLA55 AT LOWER NOMINAL. CONTRACTOR 5HAL1. COORDINATE ACTUAL 1 - INTERIOR PANE, ROUGH OPENIN<a GIME:N510Ng A5 REQUIRED. j ti I 1 I 5EE EXT. ELEV'5. - Set !. i 1 :f I I 2) EXTERIOR WINDOW GG R. LAZINU-VALUE SHALL CSE N.F. 0 RATED AT 0.5dU OR LESS. L UPPER � _ _--_— TYPICAL i L / 3) EXTERIOR WINDOW GLAZING SHALL H.`.vE A rtAxll'll,1M FLOOR/CEILING ASSEMBLY,� "'�_ i, � � 6•-0„ - SHADING COEFFICIENT = 04 .5�. i SEE- BILDING SECTIONS 5-O" _ !Structural rl 7 ' � 4? ALL EXTERIOR WINDOWS AND DOORS ARE REQ'D. TO BE CAULKED, GA5KETED OR WEATNER5TRIPPED. Shell D�z E _ _ _ _ + 13'-O" A.F.r= OPENING FOR PHASE 2 �-L I'�i= OPENING FOR PHASE 2 RE-LITE STOREFRONT CxLAZING St'STEM STOREFRON* t�LAZINr3 5Y5TE-i'1 __ _ _ _ _ _ 1 DOUBLE GLAZED DOUBLE GLAZED _ / -� TU�OF4PNASE�2 FL0042� RL ME _ INTERIOR RE-LITE OPENING in CONCRETE SEARING WALLS EXTERIOR _WINDOW TYPES / t 0 , SCALE: I/4"=1' O" - 5GALE: 114"=1'-0" ---� co 1:01SINECTION5 BETWEEN .=LOOK and ROOF 5Yand E3EARING WALt_S PER 1 °5TEM5 VIA" p 1 5TRUC:.TURAL, 'TYPICALlLl1=, f. 19'-O" 6'_4„ PHASE 2 _.- _ - CEILING ATa- --_._ it C 00 I It 11 j _ TYPICAL EXTERIOR WALL AS_,*_►"fElT, SEI= ER.IiLUi1VG 5EC T IONSCTSa. IL ___ 11 1cc F m � I_ AL J f_ _._ J Cts Ir OPENING FOR PHASE 2 DOORS OPENING FOR PHASE 2 DOORS OPENING FOR PHASE 2 DOOR OPENING FOR PHASE 2 DOOR OPENIi`!G FOR PHASE 2 DOOR --T--- �r (D � - SET WINDOW AND DCX)R FRAME5 TO OUTSIDE FACE - OF WALL A8 SHOWN, INTERIOR DOOR OPENiNCsg in CONCRETE BEARINGS WALLS TYPICAL SCALE: 1/4"=!'-O" i I - -- TYPICAL LOWER FLOOR f^ - -_ ASSEMBLY, SEE BUtLniNG t - - PROVIDE DECORATIVE PROVIDE PRE-F'ABRIGATED LIT_ CzRID9 EIETWEEN GLA.�3 i 3'-4"ALIIMiNUM THRESHOLD A.i _.ALL EXTERIOR DOORS IN PANES IN PIATTERN 5NOWN,COMPLIANCE WITH A.D.A IUiA. CENTER 114 PANEI_g STATE U.B.0 CHAPTER 1 U g - + O'-O" 2 min. C ) 311CxIIQi/ 6/ i TOP OF SLAB + PAIR OR5 � I DOOR DOOR � = L AA fC / PANIC NDI�R. "MIPF, �. FOOT{ T I / NG AND 51 E 1 WALL -J I- I I PER 5TR?UCTIIRAL �t! iv - A ►NFlf5HULfj / I ?NWB 44 TLD i \L a SNE F T 0: PAVED EXTERIOR 5.F. ENT. and GLAZ'G. 5Y5. 5-F ENT. and GLAZ'G. SYS. INSULATED_EXT. DOCF.' WALKWAYS DOUBLE GLAZED, DOUBLE GLAZED. - PAINTED H.M. FRAME -- GONG. BUILDING 5L.A0 ALL 6LA55 TEMPERED ALL (iLA53 TEMPERED Az . 4 _Exterior Dt.,ar Threshold EXTERIOR DOOR. TYPES SCALE, FULL SIZE i'_.0 0730S w 13--oTff__....,�._. r;-,A PRt7�Ec 'T ES"1'CATE BAPTIST 1501 SI'1'2002-0 UUiS,Pi,!11211U2_UU21.t 244 21) II � l ' II ' IlII ! ( IlII 'IlIII ( i � ( IIIII ( IIIIIIIIiIIIIi ( II ( ( ( ( ( (�Ii ` i1II ( ( IIIiIi ( !filll ( ( 11 ( ( ( ( Ifll NOTICE: IF THE PRINT OR TYPE ON ANY III 11 IIIII!ll i1Jill III1I I Iii I I I I 1 1 III III i I I I I i Iii I I I 5 ,ZQQ.,., IMAGE IS NOT AS CLEAR AS THIS NOTICE, _i -- _ �I �- 31 - -- - - 14 -I. _ �l -I Fl_ I �1 --- I g � �f � IOf I i if I 1� i � n IT IS DUE TO THE QUALITY OF THE N",8 0'`•-W_.~... ORIGINAL DOCUMENT 1 8�Z 9r7 II G��Z 1I9 Z �Z � tb Z t✓Z Z [ Z U Z 6f[ 13 I I G t 8 i 9[ 1�t F[ Z t t t T t3 8 G Ig 4 jtI �Et�� 11- llllllll r�ll� a I RA15ED LETTER 516N, LETTER5 APPROX.. CONDUCTOR. HEAD WITH OVERFLOIU 501PPEF2 14" HIGH, vERIF`r- TEXT, 5TYLE, MATERIAL ANG CXXN5POUT TYPIGAL_, 5EE AL50 ROOF � <n AND COLOR WITH GWNER PLAN, PROVIDE VERTICAL NARROW REVEAL_ a i TYP• TYPICAL DECORATIVE CORNICE- � tt>>� CENTERED BEHIND EACH DOWN5-100T SYNTHETIC 5TUCCOGYER LAYERED AND/OR SHAPED EXTERIOR. WALL 5ECTION �C��L�i► !��'� ' EQJ EQ. __...--- —_-- WESTGAT'E BAPTIST CHURCH -- - I-'oRIZONTAL NARROW P1.A311G _ - - --- - --- - - --- -- -- -- ---- --- - - - - - -- - - REVEAL. ALIGNED W/ UPPL STUCCO -- ___- -- _--_-_ FLOOR WINDOW HEADS, TYPICAL, 7 ROUTE INTO E.P.5 A3 F�Q'D. , EQ EQ• E '- - ALUM. 5TOREFRONT FRRPI AME WINDOLU5 1Ai1BI , WA�HINCT,%, TYPICAL, SEE f-�LAN AND 9CNECXJLI'S t"! FOR 51ZE5 AND LAYOUT SYNTHETIC STUCCO ON E.P.5 l FACE OF GOND-. FORM r7l ]j L LJ C'W BLOCK WALLS, TYPICAL IE I 2" WIDE PLASTIC 5TUCCO _0=0 L - REVEAL_ ALIGNED WITH LOWER L -i --j _I_. l FLOOk WINDOW 51LL5, TYPICAL, I ROUTE INTO E.P.5 A5 REOV. - AT ENTRY CANOPY FACIA, BF_AM5, COLUMNS ari PILA5TER5, DECORATIVE PATTERN .A5 3HOILIN 70 �. FORMED FROM 5YNTHETIC 5TUCCO OVER LAYERED / - - DECORATIVE PATTERN FROM RIGID IN5LILATION and/or FIBERGLA55 FACED G.W.B ON /�' NARROW PLASTIC 5TUCCO M FRAMIIJCq A3 REQ'D., SFE DETAILS � REVEALS, TYPICAL A5 51-GOWN, / CENTER 15ETWEEN WINDOWS A5 C11 West (entry) Elevation INDICATED ABOVE AT ALL Ng O 5CAL_E: I/3" = 1'-0" ( �\' , ,t LOCATIONS AND ROUTE INTOCD L� 00CD Jv o Q E.P.5 A5 RECD. 00 41 o 00 cn E _ `•, �-- -� `n ci- � Set #1 EQ. Ea. _ -__ EQ. EQ. EQ. EQ. EQ. EQ. 5`-O° f HA5E . l J VERTICALtructural NARROWNARROW PL.A5TIC Q o 5TUCCO REVEAL WHERE 5H• ,,WN AND CENTERED BEHIND EACH DOWN5POUT, TYPICAL, ROUTE INTO E.P.5 A5 RECYD. AT WINDOW5 WITH HATCH I f' i _ - PATTE.RN, PhOvIDE OPAQUE c —I__ -- --- -- -�i PANEI_5 ONL INTERIOR 5HMN) N n y I C NOTE: Twi5 13 NECE55ARY FOR "� f - i COMPLIANCE WITH LAND USE CONDITIONOf APPROVAL 09 CnI Cn C\\Z OPTIONAL WALL MOUNTLD ENTRY \ - LOCATION OF --"ITIONAL (1� CANOPY, VERIr Y DE516N WITH EXTERIOR DOOR FOR FUTURE, of D ARCHITECT (AND 5TRUCTURAL. 5EE FLOOR PLANS ENGINEER A5 REQ'D.) IF IN5TALLED East Elevation) SCALE: 1/8" = 1'-0" - CL a Cc n c co ;YM1 CO h 5'-O" EQ. ECx. , JPTIONAL WALL MOUNTED ;k IEN7R'r CANOPY, VERIFY DE5i6N WITH ARCHITECT (AND 5TRUCTURAL ENGINEEF�, _-_- A5 REQ'DJ IF IN5TALLED ��- _. .,, .Q. Mum I `V 9, ali Pf 5WEE T North Elevation South Elev. Similes, Opposite ; .iand _- North Elevation alt Entry, South Sim. 5CALF: Iib"- 1' O" r'- 3CALE: i!B" 1'-0" A3u i DKA PROJECT h 10730 SW 130x" 1501 NN'Il:S'FGATE BAPI'IS'1' SI'1'2002-00015,PLIN12002-1)0214 25ol'29 NOTICE: IF THE PRINT OR TYPE ON ANY 11 I 1 III Ill . I I III III III I I I I I I I I I I ! I I I I I I I I III III I I I I I I I III III I I III III III III III III III I I III III III III III III I L I I ISI I I I III I I I I I I I III III I I I I I I I ' III III t l l l l I __r IMAGE IS Nf.;TAU CLEAR AS THIS NOTICE. l --1� - - — 1 I 31 _ L _ L - I- LJ - -I I G I• I I-- I—I g� I I ✓1� --L--lUL--�I._1-1 I 1� (l 'Ylri� �C�C�_ IT IS DUE TO THE QUALITY OF THE No.39 _--- —-- ----- - - - - -� ---- -- -. (II6z 9�z G�Z 9z z 61Z � tt1z z ItZ OS I6I[ tai t�t � 9t � 9t � i►t Ijt ��zt � t�t I t 8 ► g I � 9 LI11111191l11ORIGINAL DOCUMENT J11 11 - flul �T7Y11N �lllli� ILII Ilhllll TYPICAL ROOF/CEILINrs 1-tr�patr' dew. 17..'1"11'1 4► 60.01 (ws shL A2.4) 1(�' Icy" A.F.F + 28'-2" A.F.F • 26'-10" A.F.F CLAgg 'B° lmlrLl BUILT-UP C)F2 MEMBRANE ROOTING ry ! I I (�) T } .OP OF REAM `+ TOP OF BEAM - -- I �, _ / on F'•-ly MIN. RIv'sIP IN9Ul_ATION (WITH COVER 30.dRD . �' TOP `OF _ - IF//"45 REQ'D, FOR ROOFING) on PLYU00D ROOF I / 5"FAtHIN6 on WOOD I-Jowts PER 15TRUCT. DIUG'a. I d, COMPLETE•. RATED A55EMB0- INGLUDE5 MIN. (2) i LAYERS OF I/?" TF'.BE IN'X' G.U1.B TO UNDERSIDE OF WOOD I-Joleta - TO 5iTALLE1D IN PHASE 2 WOW �j•. '✓ARIES -- - -__ . - _ _.___- -__ - ..__--_ _..._._..___-_._.__ __ , 3EE ROOF - -- ~- - - - _.._ ._ _ _ -. _.. ._ - __ --j - - --- - �= ---•---_____ I -• - .�_ _ vAR1FS PLAN °. E ROOF ?LAN ((09N {2. KIRKMAN CSS PHASE 2 7 NON-RATEDECNDED TYP. INT. �"� I ?' ACOUSTIC TILCEILING, TYPICAL � ►: l des1529 (we ehtA2.4 II TYPICAL UPf-TR FLO R/GE11.ING � AUBRN, WASHINGTON I I I TUBE STEEL COLUMN F'FR ( I I PT. Pw dse. I TJM/FCA 60-01 (rw shL A2.4) T I (! a,TRUCTUBAL I I PL rtUCX�D FLOOR SHE +1'HING ON WOOD I-J°.�lats i I ( ; PER STRUCTURAL DRAWINGS , Q PHASE 2I I I C=01`1PLETE RATED ASSEMBLY 1.4. CORRIDOR � � I I� INCLUDES l21 I-AYERS MIN. 1,12" PHASE 2 PHASE 2 I I COMPLETE RATED A55i=MBLY INCLUDES MIN. (2) � 1-hr. CORRIDOR ;3F: I ( I I r TP. 'X' G.W.B - TO BE INSTALLED I APPROX.. °xJRFAC.F OF FINISHED I I LAYERS OF I/2" tP. 'X' G.W.B t0 UNDERSIDE (X- PH. TYP. NON-BEARI^•k:s INTERIOR PARTITION I I ` IN PHASE 2 WORK PR05CENIUM ARCH HEAD I i ( LLIC)OD I-Joists - TO BE INSTALLED IN PHASE 2 .UORK , .-0=0 I ' 0 1-- -mow G-A $ WP-3605 or I WP-3514 Cess shoot A4.2) j I I I t- - - � p I I I I COMPLETE FLOOR./CLC. ASSEMBLY INCLUDES 3/4" � � I GYPSUM FLOOR, UNDERLAYMENT (NOT REQ'D. FOR i O ---- - t 2x4 AT 16"x WOOD STUD FRAMING WITH 5/$" TP. '�+ - _..__.� , ' `�. i X' G.W. EACH SIDE I i I I Ij - PHASE ? I TYP. INT. BEARING WALL ll-NRJ o Ij BALCONY SEATING ' I I I !-hr RATED ASSFMf3LY) TO BE INSTALLED IN I 8 CON"_. WITH STAY-IN-PLACE INSULATING GONG. I I PHASE 2 WORK t- -- --- ------ ---- ---- -- aria GUARDRAIL + 13'-O" I FORMS l2 I/2" E.P.S EA. SIDE OF CONC,) WITH ` - - - --- -- - -- _ _ I V/G 3Y'NTHETIC STUCCO EXTERIOR WALL FINISH _ ` — ----- - -A F.F `►' � APPLIED DIRECTLY TO SURFACE OF E.P.S FORMS I � COMPLETE RATED ABSFMBLY INCLUDES MIN. 1/2" TP 'X' G.W.B FINISH AT E.P.S FORM SURFACES, EACHi . - - _ _ _ _ - - _ --. _ _ -. + _ PHASE 2 SIDE OF WALL - TO BE INSTALLED IN PHASE 2 WORK- - - - - - - ! - - - _. _ _ - - - - -- - - -- T - _ - _ , �. BLEACHER SEATING i Sn TYP. WOOD FRAMED INT. BEARING WALL � \ TYPICAL. FXTERk:)R WALL (1-I-IFJ I I-NR_ • wP- cn or i UP-351A �� rt,eraet at 2) 4�':} __ PHASE 2 ` n 8" CONC. WITH STAY-IN-PLACE INSULATING GONG. i �"� (_0 i`, 2x6 AT IF,"oc WOOD S7UUS WITH P.T. SILL PLATE, � � � , 14r. CORRIDOR FORMS C2 1/2" E-P.5 EA. `'d Vt Ut- t,vN(-.i uii i H , T ; SEE ALSO gTRUGTUR.AL DRAWINGS -� . �1;\ f 5YNTNETIC STUCCO EXTERIOR WALL FINISH � � o � r \ y�.� ` > I ~--- - PHASE 2 APPLIED DIRECTLY TO aAARFACE OF E.P.S Fe-DRI-15 � � (�� X � n COMPLETE RATED ASSEMBL .Y INCLUDES �' f ' ' O 5/8 TP. X' G.W.B FINISH AT EACH SIDE OF � � �`�_ � l WALL - TO BE INSTALLED IN PI.4ASE 2 WORK - - �� _ _ _ �, �\ PLATFORM AND COMPLETE RATED A55EMBLY INCLUUES MIN. I/2" TP. , i _ m i BAPTISTERY HERE 'X' G.W.B FINISH AT INTERIOR. SIDE OF E.P.5 FORM � J� � � _73 � NOT SHOWN - SURFACE TO BE INSTALLED IN PHASE 2 WORK ---►' I i � �-� - � i L�� C1_ <C -- - -- — -- ---- -- - - I r TYPICAL LOWER FLOOR t --- CONCRETE FOOT!NCsS PER ----- Set �1 t STRllCT1lRAL DRAWINGS, TYPICAL -- 4" GONG. SLAB ON hmil. VAPOR E'.ARRIER ON FILL AS REINF REQUIRED, SEE AND 07 ER RE IQL! RL"ENTS IURAL FOR SLAB '4 �Mructural (�4_ALE:uilding Sectionghefl ' 1/4" _ I'-O" i i o TOP OF WALL � IQ o + 26'-IO" A.F.F +SLOPED, SEE t TOP OF BEAM ROOF PLAN - f _ _- VARIES FLAN - �- _. }SEE ROOF f --- II PLAN II I - - - - _- - - - - _ - _ - _ - - -- - - _ _ _ - - - -- - - - - -- - - - - - - -� L _ I _ --------- ------- --- ---,---� - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -II-- - - - - - - - - - j II � i fl II ! II I � II I I II I� 0 IIr� I I II ( 1! \ I ! I I I-hr.PHASE 2 CCX?I;?iDOR � � � ''HASE 2 r BALCONY GUARDRAIL h I I 5EOTI01l GENERAL NOTES: I) SEE STRUCTL'P,�%L L?f�AWINCxS ,-OR CONSTRUCTION REQUIREhEN75 OF ALL STRUCTURAL A55EMBLIE5 2) REFERENCE RK IY SH DEMONSTRATE _ - __ __ _ _ _ - - - - - - - - _ - -- - - - _ - •-- - - - - -- -- - -- - - - - - THAT COMPLETED A55EMBLIE3 WILL i COMPLY WITH CODE REQ'5. FOR TYPE SHALL BE BUILt�UNDER AA SEPARATSE 2 E PHASE 2 SET OF DRAIUING 5 APPROVED BY THE BLD'G. DEPT. PHASE 2 �. I-hr. CORRIDOR THER1"iAL INWLATION REO' -- 1) EXTERIOR WALLS: R-13 MIN (-stay-In-place conc. forws wall provide R-l2 tmulatic r 2) R-19 FMI`�.(RIGID INSULATION F` 3) WINDOWS= MAX. U-F�C:TOR .54, MAX. N-IADINC3 COEFFICIENT - .5� 4) BLDG. ENVELOPE PENETRATIONS: �'NEl-1 ie ALL NEW PENETRATION5 ARE REQV. TO NOTE NOTE., BE SEALED. AI_l. NEW WINDOWS AND `SFE 3tC710N ',A' ABO`✓F FOR T'r PICAL. NOTFg SEE 5ECTICN 'A' ABOVE FOR ` (f'IC.A?_ NOTES DOORS ARE REQ'D. tO BE CAULKED, GA3KETED OR WEATNERSTRIF'I�'F-D. A4a Partied Building Section at Entry Lobby Partial Buiding Section C!�Y�_ALF- 1/4" 1'-()" s 10730 SW 130"11 DKA PRO,)EC:7 it WESTGATE BAPT'IS'E' 1501 SI'1'2002-(10(.11S,PIA12002-00214 26of'29 r I I I I I I I I I I I I I I I I I I I I I I I i I III I I I I I I I I I III 11 1 I I I I I I I I III I' I I ! I I I I I I I I I I I I ( I I I I I III I l ! I I I NOTICE: IF THE PRINT OR TYPE ON ANY I I I ' I1 I I I I I I I j l I I I I I I I III IIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I�I_ II I L 31 -I I 14�- I I I -I- - 1 L �l I I LL LL •..! CL'1'L -s ��_S 9l I 1 I-- �- �- .._11 12 C�4 IT IS DUE TO THE QUALITY OF THE No 39 40'-�fx„- �K ORIGINAL DOCUMENT 8Z 8ti GZ 9Z �Z I b�Z t:Z Z iZ ' UL ejt 8[ G[ e1t 91l 6i E1i Zl[ [1t i e 8 I IL 9 19 I TIfi I �£ Z I T��i�a I��II��I�� IIII IIS' I ►� �, � ►�� I�� l�I�II�►��II► I I�III,I I�IIII II��III�IIIIII►IIIIII�IIIIIIIII IIII III I I ! II I► I tI�II Ii►(1111. III III I l►��<<.. �llll .,>�11111ll.lWllllllllllllll 1lll�II� IIIlIN11 Fl x I D 1 Q ' a � ON R. KIR 11AN U.L. DESIGN NO. X-528 AUBURN, WASHINGTON RATINGS - 1 , 2, AND 3 HR. DESIGN No. T]M/RCA 150-01 t� ASSEMBLYRATING - 60 MINUTE � ROOD/CEILING ASSEMBLY O o9� , - --- �` 1 `i�� - WIN SIRS OF W-SHAPED AND TUBULAR STEEL Ci:MUMN� WHICH APPEAR IN ME ATS. STEEL CONSTRl1Cl10N MANUAL AS SHOWN IN ITEM 2 f --_--- 2 WAllBOARD. ;fP ! - FOR 1 HR RATING, ANY 5/8 IN CQ 112 IN THICK GYPSUM WALLBOARD !1} - CLAS.SIFiED FOR USf A FIRE RESISIANT ASSEMBLIES FOR 2 HR. AND 5 HR RATINGS, ANY 5/3 IN OR 1/2 N4. THICK I.YPSUM WALLBOARD CLASSIFIED FOR L1SE IN OTHER 2 HR, 3 HR, OR 4 HR. P' �J (-OtUMN .SKIS. MIN TOTAI_ THICKNESS Of LAYERS IN INCHES FOR THF VARIOUS RATINGS AND MIN COLUMN SIZES ARE AS FOLLOWS, o l _GOLUMNS ASN. CrC1LUMN SIZE RADNGS ,'HOURSI QQI3Na jj&LS FOR YMQU RATS 1 2 3 1 HR 2 HR } HR _0=4 111413 1 1-112 2-1/4 B C U M WKx15.5 1--1/2 2-1/4 B C D (1j Roof Covoiring - Suitable materials Intended for tuilt-up WIOx49 1/2 - 11 2 1-7/8 A B ( roof Cove"ing which provides Class A, B, C coveting on �ry }i pED coLuA compustible wootl Jecks for tire re91stant asserb•ies e4uwalent TS 4 BY 4 1 1 5/6 /i p L, to this roof,cel Ing assembly. c BY 0AM (2) Roof insulation - Sheathing material arC adhesive i5 8 BY 8 5/8 1-5/9 2 i12 A C D products fount suitable for use in houriy rated Ohre msiStant o+ assemblies equivalent to this roofif,ellrng asseintily. APPLIED IN LAYERS AS NOTED IN Ti1E ABOVE ILLUSTRATIONS. BOARDS ARE TO BE APPLIED (3) SbNthing - 1,'2." square edge wool pane 3heathing, H 1� VERTICALLY WITHOUT HORIZONTAL jONTS clips midway between trusses or as pe- code requirements alp SEE WA"UAR1). GYPSUM (r,(C (:ATEGORY FOR NAMES OF MANUFACTURERS. (4) Structural 14mrribers - T:I`t`gar es ]tens, Product Etre 2A. WALLBOARD - AS AN ALTERNATE 10 ITEM 2 -3/4 IN THICK GYPSUM WALL5e)ARD F-ON 2 HR Classes A H, see Section 4 of Genera :nformatlon. CV RATING, 1-112 IN TOTAL TH"NESS, INSTALLED IN ACCORDANCE LITH CORNER DETAIL ,t FOR 3 HR (5) Wood Furring - 1 x 4 lumber raquired when 3ast spacing IS-� (7) RATING, 2-1/4 IN. TOTAL. THCKNESS INSTALLED IN ACCORDANCE WITH CORNER DETAIL : BOARDS exceeds 24' o.C. CD CD x ARE TO BE APPLIED VERTICALLY WITHOUT HORIZONTAL UNTS. (d) rirpfum Xchard -Two layers, L!2" type with resilientresilientent CANADIAN GYPSUM COMPANY uLTRACDDE OR TYPE IP-X3. CO UNITED STATLS GYPSUM CO ULTRACODE OR TYPE IP-X3. (7) F channel between Iayeii (_r, r2-,(7> YE50 PMAWffiCANO S<a DE CV -- 'JLTRACODE OR TYPE IP-X3. (7) Furring Channels - Resilient channel .- - I AkarnaM: Trusses may be spaced a- 37" o.c. without wood � oo Q Furring It resilient ctianivis are spaceG Lf:" c.c. maximum. O X FLANGE,�fAErR�ICAIED rR(>rvliN0�5 MSG GALvE NTH /1ST EL 1LENGTH IiTOLBE51/2 IAN CRE.ATER'THAN N. �D ASSEMBL Y HEIGH t 00 4 Ct'1sfNfR FiFAnS NO 28 MSG GALV STEEL, 1-1/2 IN. LEGS TO BE ATTACHED TO THE d WALLBOARD WITH NO, 6 BY 1 IN. SCREWS SPACED 12 IN O.C. MAX NOTE( crI -� re; enc a I.C.E5.0 E.5 REP�'t 1 PFC-4354 (�CtIon 2.3, cae9@rrli7 '8') �_.� 73 r-.-)D�� - NO 18 SIEE� 'MR SW SPACED 24 !N. O.C. USED IMTH .,ECOID LAYER Gf U Ln � — 0 6 - FOR ATTACHING FIRST LAYER OF WALLBOARC TC STEEL STUDS, AND THIRD LAYER OF 1-17. ROOF/CEILING A35EMBLY WALLBOARD TO 2 IN. BY 2 IN STEEL_ ANGLE (25 BA.) TO EE NO 6 BY 1 IN (OR 1-1/4 IN. FOR 3/4 LL=-.jj CL_ 'Q �• IN THICK WALLBOARD) PHiLUPS HEAD SELF-DRILLING, SFI F-TAPPIN DOUBLE LEAD SCREWS SPACED 24 IN O.0 z FOR ATTACHING SECOND 2 IN. STEEL ANGLE (25 GA.) TO BE NO. 6 BY 1-3/4 IN. (OR 2-1/4 IN FOR _ 3/4 IN iIACK WALLBOARD) STEL SCREWS OF THE SAME TYPE SPACED 12 O.0 FOR ATTACHING THIRD LAYER OF WA!LBOARD TO ST?El. STUDS TO BE NO 8 BY 2-114 IN SCREWS Of THE SAAR TYPE SPACED 12 IN O C 7 ETNIS�TEM - (NOT SH01MV) - JOINT COMPOUND APPLIED OVER CORNER READS TO A Set #1 THICKNESS OF 1/16 IN ' BEARING THF UL fAASW.C.AIiON MARKING. DESIGN INC). TIM/FCA GO-al F'NA3E I ASSEMBLY RATING - 80 MINUTE FLOOR/CEILING ASSEMBLY uCtUr � S-C 50 with Resiftrit Channels i iI _ _ _ �y _ _ _�, STC wi S8 th m 1,/ Minimu1- Y' oli f Topping &Rsslitent nnets I!u 4 3�� 8. 'o W._ � . aA. ® I 1 Topple O onai Lightwei ht co-icr'ete or prop(t;rry topping' _ J( (2) SubFlooring - 5/8- plywood or oriented stranobacrd TOSS). milli 1111 (3) Structural Mernbartl - T]"S Series;)ois-t8, Product Fire �- Classes A H; (see Section 4 of General Irfomtatlon). .� -.----r-- (4) Gypsum award - I Option 1: Two layers 1/2" USG/CGC"Sheetrodc Fire COOS C" or Westroc"Fireboatr'd gypsum board I 4 �b3 2 Option 2: Tow layers S/E"Type X 4 5 3 2 (5) FurringChannel (Ootbaal) - Resilient channels or hat cnannei fastened to lout. Joist spacing rray tale tnc.-tased t0 32" C D O.C. If hat channsp els are used and ared -'5' m 5� O.C. sxlmum (Plywoud thickness shall be upgraded in accorconce with Trus CORNER PETALS OF IIALLBOARO 101st Specifications). TO Maintain an STC of 50, re31 ier>t channels 44-1111, > SUPPORT SYSTEMS WITHOUT STEEL COVERS maybe omltteq +' 1-112- of looping is Lced. NOTE: Q. -- reference: I.C.B.0 E.5 REPORT 1 PFC-4354 (section 2.3, aeaefrlk7ly 13') ICU o. x 141r. STEEL. C:CSL' MN3 14r. FLOOR/GE I L I NG A55EM13LY as IGO V G.A. FILE N0. WP 3605 GENERIC y - 1 HOUR 30 to 34 STC FIRE RkYISTA.YCIF DINECTOF(Y(>XRW) CrPSUM WALLBOARD, WOOD STUDS FIDE w SOUND BOARD, )N FIRLSTOP SrSi(MS(XHEI)--Continued !?rte iaye sie" type X plain or predeCOralec gypsurn, wallboard, waler•rdst&lanf gypsum Systatin No. W-L-1001 4 backing board,or gypsum venoor tess spp.ied Nerailel or at right angles to owt-side or (Formerly System No 147) t 2 x 4 wood studs 16' o C. with 67 coaled nalla, 1 r zing. 0.GO'5'shank, rl'heads I' r F Matings- 1. 2, 3 and 4 M' (See Items 2 4W 3) Z.M .- . ap._ o.:. Jolrllb c1 squaro edge, bevel edge(x prod, -Iled wallboa-d ropy W left expow.d pe or Ctaarduit-Nom 12 M,diem (or srrraller)S!reAualr)o for hraavier) Jutnta st ersd 18"on 1 Ratings-C, 1, 2, 3. and 4 Hr (See .tem 3) , Reel Pile,ren 12 in dl" ((x%mailer)servlet weight(or heavier)cast I t a99 opposite sties (LOAD-WRING) *- L Rating At Ambient--less then t CFM/sq N I imn aril pipe,porn 12 in. dura (c-vaallsr)'JAM 5t)(or F►sawer) &II-tt(e -,•. �_ Rattnq At 400 T—less than 1 C r.;%sq ft son pr4ssure pipe, num 6•n diem lot trnal!e►} steN t'urdurlt, nom n en, I 1fam tot smailer) steel electrical metallic %40,g, rag 6 in. diam i(u NOTE` Thickness 4r/.' %mallar) Type L or la t aa~) copper tu'sim nr nom 1 11 dram j ow PENETFRATION5 OF 1-HO1JR BATF-0 WALL A55EMBLIE15 514A11 Appnux Weight' 7 psf ( - alw)+lexitle stsei- mduit.Whea+copper pipe is wN.+Max F Rating HE PER U.L. SY57EM OU-L-1001 914OWN ON T05 5NEE7 Firw lest UL A1319-4, •8,6 17-52; i-a-A AJ offira%tsp"sin(itom 3)Is 2 h. Steel pips or rnndwi s I"(thea UL H2717.39, 1 2046; %cm 4 'it, Alan may arrt br used in watts constructed using itxel I Ibr mti' slvth. A Tax ntY one pitx ui ronAufr i% permitted ih the UL P3501.52.3.15-tib, I 3) -P" ritt;ttp system. iipe or 1.9nduit t� be lu.talled near tenter of %tud U1 [)@*run U3()5: 1 nary wiith and to be rig dS wpports41 on both tides s9 wsil ' Ut C Design W301 Sound Test, OR H4-8. 2-44A 11`11111.Void o- %avlty Aotartal'--CardA-Caulk fill nurttelriil installed to at witifult arid pyllasurri GA FiLE NO. IMi'— 35— 14_� r,ENERIC ' I t HOUR 35 to 39 STC � �. - - - --- - --- d pe rd ml,wth a winits �+iiothan 1,.d of uik inapii led to n ricAly GYPSUM WALLBOARD, WOOD STUDS FIRie 9G1JND �- � MW sales of wall a%aentWy.The hourly<Rating of Me fiwr"L.rp systeto ()tea layer a,'a"rYT K gYpaum walltpard or gypsum veneer babe apobed pe'allei a at right I acmi pi, apon the hourly ffR riij 09w e hourmiely aNy t!r rrhicfi w _� ` "CSS/ s.rV�liei, as sno,rn in t11se fdluerLrry table. Tie hotnty T Ithkrq of the r 2 c �-A �_ ` Aw%tW sYsNn s bapendoit upon the type or site of rhe pipp of r�ondeit angles to each side of 2 x 4 wtxxl sty 1s 16" o( wh r ' ." Eyoe W'grywali ru:rews '." l W t"r`wu t;61 to rating of the watt suatnbly In whkh it is irntalted,as C SECTION A^A uhat-(aecow ( Joints Staggered 16"on opposite 9,*9 (LOAD-SEARING) ak,F* *no" IF T VMI Assnnaly--the 1. 2, 3 or 4 hr Air rated ypwc. .wphwrd/stud a[as4rit Spats, ttstl m w:;assembly %hall ie comtnscted of the maths aryl in the rnanrrer Ins•in IN HrFar No TE' described it the irwiAuw;U)00 or UAW Sr, es Wall nr Partitiu n Dssi r, fir 3/141 1 a2 )+. 1 a 2 FENETRATION5 OF 1-c•MR RATED WALL 455EMBLIE5 5Mra 4%4,IALL Thialtn4%4, In tla Ut 'tre Ittsiv.nce nboi-Mrl mi it tarludr the In110«I„9 1/4 to 11,2 1 oro 3 or 4 BE FER III 5'r5TEM 0I11 L-1001 13WOWN ON TIal5 5WEE1ApDrnrt WegM. 7 pe conuractiori!transc; 61, ato I-t/2 1 a2 A Studs--Wali f,armng may rorud of eNrw, hood stu&(rex t It, "re I 1 (0 114 to 1/2 t or 4 Fire Teat. SVdRi OI-4611-619, 8.18-82 I rated asAnblrn) or suet Aansell hinds Wood sails to mo-sht of 1J (12) 1/16 to)/S 1 or 2 0 SOUrd TrAt 'Sm WP 3520 roT 2 N 4 in,lurabw %paced la m.0C with num I try 4 it Wratei csypat pipe is use1, ' ttnlrrq 6 o h. (C,bH NC's-24,8FT, 7-2.66) end plate and truss braces.Steel stiaAs to be rale 3.5/6+n. wkia,ry t�HnrOpt Ijw i Coo h. 2SWN+ L-1/1 m. ditop(hat xis spacW Mort ?4 in 0C. � w4• ►heard, Gpat a-- Num 1/? or 5/13 in. thirt 4 fir wide with .1",ih(ation Narking WA= or ispered edge%. The gyp+wn rxstiboaro tvpe, thicknon. . --.. --' ,.._ ., L-144E.[71 3. nvrabrr of layer 14st” type a W sheet orientailun shad be as NOTE: t sp•dfied in the wdividuail 001i or 66%Series Design in the Ut ere U3E EITHER OF THE A55EMBL.IE5 Aeo v E FOR INTERIOR WALLS AND PART11 IONS Instance% Virecbjry MA. Alone of el.,ininq is 13-1/2 in. 14T, 1000D FRAMED INTERIOR WALLS anal PAiRTiTION3 PENETRATIONS OF I hr. RATED WALL A39EMBLIF5 (k)cid bearing and non load bear-Ing) A4n 2 Type V--1 hr. Construction Assembly Details - Nn. To 5Cr41_E --- ...________.�__.—. ---- � 10730 SW 130-TIL DKA PRoJEc.T a: N1'ESTGATE BAPTIST '501 I SI'1'2002-00015,Pl (N12002-00214 270129 d liesim MR 11 ININN low 111 IsIllo., I III I L I I I I III I I III Ill III I I III I I III I I III I I III I I I I I I I I I I I I I I I 1 1 NOTICE: IF THE PRINT OR TYPE ON ANY I ' I I I � I I I I I I I I I I I I I I I I I I I I I ( I III ►1 1 1 1 1 ►i1 III 1 1 1 1 1 I I V I I I I1 I I�I I I�I T�I III 1 1 1 1 1 1 1 i l l III 1 1 1 1 1 1 .......�., ,f IMAGE IS NOT AS CLEAR AS T-HIS NOTICE, 1 1 I I I 4 I rj I 16 I I I IT IS DUE TO THE QUALITY OF THE Na.3e 8 L 8LOFlIGINALDOCUMENT � Z 9Z ZfiZ SZ IEa OZ 61 Bt Lt 9i 9t fit 8t Zt itt �8 8 LII��Lll1111,�111 1111,111 INTI i w Ir� -_ __ � Irl Elm" w BAND ' Of Eli.E 7-LTtJ _ gTGRAGE i =' -_� Irl KIRFMAN �9 - MATH I NIGH SCHOOL r�Ar�[. a CLA°�SROOM II CLAg5ROOM �� ,. WAS 21'-1" x 22' A" �y ) . AJBUKN, WASHING ION gGl GE B —__ - 5AA --- 23'-0" x 22'-4" / COMPUTER 25 ..�„ x 22'-d" - O IL K W - OWRIF�(A;? F - 7 I- - 26 LOCKERS 26 LOCKER, I--11 IL TTT 1-T f T 1 I-fl r - - - -�1 - _�___ _ _ -___.___ __._._�__---_.---_______. =� C3 ............... I AFV t3AP_1I;:. RY. LIBRARY 22_01, OFF ICF OFFICE ',TOR,46E `TORA(& OFFICE OFFICE I '� 13140" x 10'-17 6-e" x 1)'4_:)' ,O L 8th GRADE c� CLA55ROOM _34C) ui 00 �Lj IF v -1 a C== 0-) I - OFFICE/ 50UND SOUND OFFICE! MUSIC EQUIP. MUSIC c, 00 SONE WAY WINDOW i ONE WAY WINDOW �3'` © C. Ln LL L MEN i' OPEN TO GYMNATORIUM C I ' AND PLATFORM BELOW �cr Set 1 1 WOMEN J <1PJ \ STO. � \ c� MAINT. II OFFICE I �\ I OFFICE r-6" x \ I oo ©o. C,0i t,? is v oo CCn oI a , �a 0 Ot �\ I Ith GRADE I-0►"'._r ECON. �� erre CLA55ROCM .. g®le ` this 22'-4' x 23'-9" �./ VV C` a�� -A Llag 17 1 -- ------- _ — 5TAFF PREP. r-- - - ---- __� __ - — - - n- -- - - -- - -�---- -- --- -- — .. �, \ n - X00 a pt � B t�. w. C Y oe� I -, - - -- -- — - ---_-- ----___ - - - - I dot 9 F LEv. _- I I' i — SENIO!;�-' Nh3N YOUTH ROOM -- JJNIOR 14I61-1 YOU*►J ROOM i — i I C ELI - _ - REFERENCE PLAN NOTE= THIS PLAN Ig FOR PURPOSE OF REFERENCE IDNL7. IT .401ll5 ? ANTICIP.,*,i ED WORK TO BE PERFORMED I A I — - _ `D) UNDER A FUTURE PHASE 2 PERMIT. �- NORTH Reference - Upper Floor Plan 5CALE- 1/13" = I'-O" - - -- 10730 SW 1301" DKA PROJECT A' WF.STGATE BA11"FIS'1' 1501 SI'1'2002-00015,P1.112002-00214 28ui'29 NOTICE: IF THE PRINT OR TYPE ON ANY r l rl 1 1 1 I l l l l l l l l l l l l l V I I I AI IIIIIII ( I I I I L►I� IIIIIII I I I I I l r IIIIIII V I I I A IIIIIII ( I I I I I I I I I I I I I I III 11 I l l l l l l l l l l l l l l l l i l l l l I I I l 1 1 IIIIIII IIIIIII III III I I I IIII III III IIII I „rr, .5 1. Z 3 4 I 5l I 6 I ?I I g ��I I 10 I l 1 I 1L . C/r� .ZDD� IMAGE IS NOT AS CLEAR AS THIS NOTICE, � -- -_-_l _ .l -- --_ _-_ _L --- -- _L _ - 1_ ----- -_--- I .._- _ .L-- -- -�-- _._-- ._L _---� l • ITIS DUE TO THE QUALITY OF THE _ Nu.30 ORIGINAL DOCUMENT it s z e z t z e z Viz—b s z z z i fr. 1 �\ I ? 6- ILr I I � Sil Z jj f � 0z I ,B�T 81 L\8�i 4�[ i 6�i � 6 i�T � �>i Z1 Illlllilllllll IIII Illllillllllll (IIIIIIIIII !�lilllliillllil 1 J;11 ll il� IIIIINII III 111111 II II IIII II i A I -1 fulurir I / ! door -•^-fir �a __ -- -- _ 1 F. R. R. -- _. MU51C- I Q -- �' L_- - -J �� , I J T - hV--.R. AUAvE I I I 5 C RACsE 4th Grade I 5th Grade 6th Grac.� CHOIR �-� DON R KIFiWAN - I GLA5SROOM a I CLASSROOM a CLA55ROOM u 23'.4- x 22'-4• I �-6" x 29'-e~ 30'-6" x 29' 8° 30'�~ x29'-e° �,. AUBIIRN, WAJI INGION FEl_L_C�W54-'IIP HALL Tr.w KITCHEN � I - I � OFI 01 � I _ , ILI f BAPTISTRY I SIF c '`�. —-- -----__--------_---- EU PREPARATION I I --- K. - 4th Cy 0 _ STAGE ROOM E I t�P. 9Z or 2 DURING C CES �r- 6„ --- =_ / , CSS 2x-4" �.. - -- -- --- --- --� -... _jo C' 1 I - 3rd Grade I C7) TABLE �e .. CLAS-5ROOM 1 d C� -- -- --- - - ---- r 22-4., 22'-4" CiWR 3 I \ I 5T ORAGE / PLATFORM �� `\ 6YMNA ORIUM �� ?� /�� 13TORAGE � 4 > 00 m ��, UP. _ PLATFORM EXRETRACT�TENs10N �— UP• I 1 L Q f 7 I MEN L_ - -- - - '- -� - - - - J L` 0 Di- Set #1 -- �- --- - --- --- I PHASE: i II WUME:N - no tmpctura� � 5TQ JAN. ; KNOWER I ,'�HC7WER G ORIIJM _ a 4 and 5 Y4 OLD'9 LIFSRARY DURING CHURCH SERVICES y 22' 4" x p� 1a �. ._ ! 22'-4" ( ' �/ f� -� -- t j � " j' � pp�� II . Imo•`Y� BASKETBALL COURT - L 84' LCMG x 45' WIDE r ---- ---- - iL 4---� _- - -.... , r----- -- ----�---+ -- -----_- __� �� ` �/, ( 1-1/1C o � �� in t I ►3ALCONI AB! Vt _-. -- — +— - -- - i' - -- -- - - - _ - _ e��7?A I L I BL.EACNER SEATING �\ F3,l- ^c 1AER SEAIINCi _ / ONE WA1 1 1 - - - - - -- - -- - —._ _. _--- - --� - WINDOIU �i _ meq co 12' W. CORRIDOR I2' w. cc ?I[� L FACULTY WALKERS B C LOUNGE 1 2x-4" x i5'-o" � 2C7-4" x 14'-8" _ r BALCONY ABOVE I I r E.LEv. ELEV. U`5HER`� I EMIP. W I I MECH. _ - I PRINCIPAL L OBBY ILI � � I GFiAWLEf='�, -1 NU�?gERI I T E��XS10RE I I OFFICE 26'-9" �. 14'-10" CD 14'-1(7" L _. \ I I i7.-9:. x 12' 10" x UP L r CONFERENCE L 9j 12'-2• x Imo'-6"_ RIAi.:KS l REFERENCE PLAN NOTE: _ Ty15 PLAN Ig FOR F'1-1F2F'<�gE OF Y REFER-FNCE ONLY. IT SEIC" SHE!"I rt ANTICIPATED U3RK TO BE PERFORMED UNDER A FUTURE PHA-5E 2 PERMIT. NORTH Reference -� Lower Floor Bien _ 10730 SW 130"" DKA PROJF(. T 0 WESTGA'FE BAPTIS'I' 150! SIT2002-00015,P1,N12002-11021-1 2"1 NOTICE: IF THE PRINT OR I-YPE ON ANY ITI I I I f III III III III III I I III III III I I III I I l i l I f f 1 I III III III 1 11111 III III III III III 1 1 1 III III III III I I I I 1 11 III I I III III IIIIIII I I ! III IIIIIII III III IIIIIIII Y � I � � ( � � I � � � � I I S �L I' � I � I I I � I � l . � � 10 � .—�CtUYI _5 ,ZOOS IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS D;;E TO THE QUALITY OF THE _ _ No3e ORIGINAL DOCUMENT £ 6Z 8Z LZ 91G— Z fiZ 11171-11 _ Zt�Go�Zi 8t Lt 9i 441111111,1,11. II 'I� �� I �llulllllllllllllll�ulllllllllllll1111�1111.11111111 II IIIIIII IIIII II (( II 1111 1111111111 II IIII11111111 �1111111111111111i111:111 I II 1�