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14795 SW 72ND AVENUE-2 Y r�' � r ` I 160,-0„ 121._6,. o , MECH UNIT SEE MECH — I SPEC AND DRAWINGS FOR LOCATIONS I • �'. • • • • • • • • dMEPIIIIIIIIIIIIIIM • • �� • . �..� • • •�••. • • fir• • • �� • • ��• • • ��. • • �� • ' • ir.. • • r • • �w • • �� • • �� • • �� • ��, • • �� • • �� • • X EXIST 4'X1 ' DRYWELL u - EXIST DS, TYP• I ,y X s TYP, _ rCL EXHAUST FAN SEE — V MECH SPEC AND j p PATCH ASPHALT WITH DRAWINGS FOR Ir NEW AGGREGATE BASE AND ATI EXISTING MECH UNIT EXISTING CE EWITH � " � 4 LOCATION UNIT TO �_._� 3" ASPHALTIC CONCRETE. REMAIN NEW MECH UNITS SEE SEE NOTE 4 O MECH I - EXISITING V N • I OL � LANDSCAPE L � REMOVE DEBRIS FROM o I �+ ROOF AND SMOOTH O EXISTING BUILT-UP ROOF I v l APPLY NEW BUILT-UP Is ROOFING TO ENTIRE ROOF. S s TYP. (DD 1" • WORK TO BE PROVIDED MECH UNIT SEE MECH e BY A SEPARTATE CONTRACT. REN OVE DEBRIS FROM I SPEC AND DRAWINGS 3 • ROJF AND SMOOTH W FOR LOCATIONS EyISTING BUILT-UP ROOF. APPLY NEW BUILT-UP �—EXISTING UNIT Z TO REMAIN W 9 e ROOFING TO ENTIRE ROOF. > PRECAST CONIC s WORK TO BE PROVIDED Q 0 CURB BUMPER NEW BY A SEPARTA c_ CONTRACT. '� ------- EXISTING0 I I,cr CANOPY CANOPY - _i N EXIST S ROOF \ I �- 7� PATCH ASPHALT WITH O° NEW PARKING STRIPING Is ~ - — TYP., YELLOW s �� EXISTING NEW AGGREGATE BASE AND I I I I °0 \ LA#[SSCAPE 3" ASPHALTIC CONCRETE. EXISTING PARKING / -� EXISTING PARKING NOTE 4 STRIPING BLACK STRIPING TO SEE 0 E OUT / X O REMAIN , PATCH BROKEN — I - i ASPHALT WITH NEW AGGREGATE BASE AND HANDICAP PARKING '_�" '- 611-61 RELOCATE DUMPSTER s V 3" ASPHALTIC STALLS SEE z & SEE NOTE 5TO LOCATION DETERMINED CONCRETE. SEE ' 26'-61' BY OWNER NOTE 4oo • / EXIST CHAINLINK FENCE 5 -0 2 0'--0,. ----- W • —_ I of i PROVIDE 3" ASPHALTIC CONCRETE PARKING OVERLAY IN AREAS SUBJECT TO STRIPE TR � TYP.- W LIFT TRUCK TRAFFIC. VERIFY W Z Z LOCATIONS WITH OWNER - ANDY I 0 CARTALES; DELTA FIRE, INC. Q -- I Z 0 • GENERAL_ IM17CRMATION ® X TYPE OF FACILITY- WAREHOUSE/OFFICES I J • CODES W -- CD Fa-- -- BUILDING CODE(S) UBC 1988ed Q • ZONING ORDINANCE-CITY OF TIGARD • � I PATCH ASPHALT WITH _ LAND USE. ZONE- LIGHT INDUSTRIAL AND PARKING STRIPING SITE PLAN LEGEND CONSTRUCTION TYPE(S). TYPE III RGVI 3" ASPHALTIC CONCRETE. NEW AGGREGATE BASE AND EXISTING PARKING AREA I _._ TO REMAIN • OCCUPANCY GROUP(S) B-2.H-4 � REVISION SEE NOTE 4 O (LIST ALL OVER 109:) JULY 31, 1992 FIRE SPRINKLER- FULLY❑ NONEO PARTIAL❑ 43 • S� NEW 4' X 8� SKYLIGHT 0 REVISION • PARKING: 2 SEPTEMBER 10, 1992 EXISTING DRYWELL AND CONNECTION STANDARD REQUIRED 28 STANDARD PROVIDED 48 EXISTING EXISTING EXISTING DO NSPOUTS TO REMAIN COMPACT REQUIRED 0 CO'APACT PRO ADED 0 ASPHALT LANDSCAPE ASPHALT Z HANDICAPPED REQUIRED 2 HANDICAPPED PROM ED 2 �; CITY OF TIG x Approved........................................... .................. ................. ............... TOTAL REQLI�RED 29 TOTAL PROVIDED 50 Condition.Ay Aoprove_I ........................................ PARKING RATIO 17 SPACES/1000 S.F GROSS R EA. ForAk0 o: '•; s'.:. PEF�,:, � -��� O NOT APPLICABLE DELT CnREAR PATCH ASPHALT WITH S'-11 .... .. I i DELTA ND. INCIfk )1 Art1•-A COMPUTATION$ 1%79'5 2 7702 AVENUE ' PORTLAND OREGON 97224-7957 �.I. l� c�o31 620-4020 NEW AGGREGATE BASE AND 3" ASPHALTIC Jo /���5�/►� 1 --1 BUDDING ......... .... .. .................. AREA (S F.) --.-- S OF SITE �) 1992 XS ARCIATECTSPC • THESE DRAWWi;S ARE THE PROPERtt • CONCRETE. SEE :�� 9Z P ;ROUND FLOOR ( RIME .,SE._._._.._._ . .._ 6,_950 SF Or MS AI ITECTS PC AND ARL NOT TO 9E RLPR�UCED IN ANY MANNER, NOTE 4 _ _—.. ..._..--------- -.__ (S)_ ..- - --- ---_ -...____._.... - EXCEPT WITH THE PRIOR WECTSi . __.__ -�4ANT -._ •,`�0 SF –STORAGE LQr'v PERu,ssloN a .�s ARCHnECTs Pc. SITE PLAN NOTES CTAI GROUND FLOOR (ENCLOSED)_.....-- '.3,490 SF 20 x _ SMN ACJ —_ 1 FOR HANDICAP PARKING LOCATION AND SIE ZZANINE(S)_ __ _ _ _______ 2.124 SIF omm a' Cod b INFORMATION SEE ADDTIONAL FLOOR(S) ___ .___ - 92_055 _ 7 24 92 'CTAL BUILDING (ENCLOSED)._ 20,574 SF- Dab 2. THIS PLAN SHOWS SCOPE OF WORK FOR 20,422 SF THE SITE, R" AREA . _- .--__ SITE PLAN 3. RE-ROOFING AND RE-PAVING PROVIDED FOR LANDSCAPING: ROOF FLAN INFORMATION ONLY, WORK TO BE PROVIDED 14,41!8 SF 16 x BY SEPARATE CONTRACTS, INCLUDE ROOFING SLANTING AREA (ON SITE)---------------- _FOR NEW CANOPY WITH CONSTRUCTION OF -EDESTRIAN AREA (ON SOIL)_..... ........ 2,364 SF 3 NORTH NEW CANOPY. `OTAL LANDSCAPING AREA (ON SITE) ____-- -._ 18.8'32 SF SITE PLAN ROOF PLAN 4. VERIFY SIZE AND LOCATION OF ASPHALT W E REPAIR WORK WITH OWNER - ANDY CARTALES; PLANTING AREA (OFF SITE)----------------- – Mo I/16-•1'-o' 0 DELTA FIRE, INC. PEDESTRIAN AREA (OFF SITE).-_ ' HANDICAP PARKING STALLS & AISLES SHOULQ�� 'OTAL LANDSCAPING AREA (OFF SITE).--- – ��� 01 .. �Pry NOT EXCEED 2% IN ALL DIRECTION � 14 q SW ?4ND AVENUE' VERIFY EXISTING CONDITIONS, -�AVII G. .. .......... -. .. .............. 55j 41 Sf 6_1 a ww ' Q 1 OF r - — Lo ------ --------_..___---------------- — " IF THIS DOCUMENT IS LESS T[ 1111111 III III III III I I III III III III IjTr11f 1� it1 11( 111 (111111 111'111 T1f �1 111 111 111 III III III III III III III I I' IIIIIiI lll� lll 1111111 1111111 III 1111 ! 1111 I ' � �' � � � •" I I I ( I I I I I I 1 1 17 I I 10 1 11 l 1� APRIL �3 1994 LEGIBLE THAN THIS NOTATION, I _�_ -- 4 -- -- 6 i -�� g-` �.�. + IT IS DUE' TO THE �UALITY OF No 36 THE ORIGINAL DOCUMENT. -- -- — - — -- -- - -- — - -- — - � �E Z 8�Z LZ 9Z Z isZ EZ Z iZ O�Z 6Y f3�1[' Li 8i 4iTll�llll £i Zi �11 i �8 tB �i £ Z �I�d>"I I I I III ILII Lill IIID I III I�III�II11ilillll 1111111 lilLII lllllll�llll�llll�lllllllll I I � llllllllillll pp- C2� Cqw C 6" 23'--- 6., 20'­ Ool 2 0 20'--0,. 20'—0" 20 o" 277 16'—0" PROPERTY LINE � A CP 3 ) EXISTING LOCKERS A 3A EXISTING TOILETS_ WAREHOUSE 0 02WELDING TITTTTTTT--Il 1 1 FINISH FLOOR 97. 5 REMOVE EXIST-----a-- STAI u Cl- 'E 4 FOR MEZZAI INE FLOOR PLA SEE 229 —C 0 IA =7 9111 /2 S XIST 7 n LI) REMOVE E IIN 'b 7- WAL�-S AND MEZZANINE I } I 1 Q ,,�, NO WORK IN 11 THIS AREA 1I I I - _ __\, -T-yp I I �J 3 LL­: TYP 2) II I 3A' II li V CL UP O CORRIDOR 4A) r- OH Ix Cn x EXISTING Li 0 T- EMPLOYEE < LJJ DEf'K > ii u 0 L I N E 0 F N E W LINE OF EXIST ! 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THK, MAT'L FINISH LVR, � GLAZING MAT' FINISH HEAD JAMB SILL FJDWR FIRE MATE ` REMARKS N0. 17 X -- - - r I 1 o -c "i'-�'' a - - -- cTY I�/ ti/a - _ - CMN �� ' G(� DvoR. r I A Drawn By Checked BN I B 3 I-o -I -d' �/4" n`^moi F -rv�.�l H,r'i F TORY /*+ � 2 2 0 N - ,ta, S 124 9'2- 2- to 2 — -- lob No. Date --- 3' - • �PC,T'o r�.-�' --� I ' '�o ��r-.� 5�, E r-• -�.• roT�S �1-F�I�,.5 S:.L•Hf - . - - C,� �D dna �nft I -v d Ulna E P-; F O*NER. i ANDY CARTALES DELTA FIRE INC. �" I`T- � I� 14795 SW 72ND AVENUE sc, -- PORT) ND-4020 ---------..- �Q ` (503)PORT20 OREGON 91224-795; - r-m ca 1992 AS ARCHITECTS PC �JGTIU� D�' THESE DRAWNGS ARE THE PROPERTY OF JK5 ARCHITECTS PC AND ARE NOT 0 BE REPRODUCED IN ANY MANNER IT PCRYISSION OF APS ARCHITECTS PC „1 EXCEPT WITH ?HE PRIOR WRITTEN _ 14-q5 aW /2ND AVENUE -- -1O r ...',nom +SIX +tEIMIpA}gtlt�q?a-In:;w:.e _.. a^,..,,r,, . _,, .. -, .,.,........:.........•. »v..wu«„n.a.,n� ��,. f� IF THIS DOCUMENT IS LESS ?1i IIIAIII III III III III IIII III III III III 11T � 11 r11 11f III III 111 111 111 T1r�JtlIII III III III III III III III III III III 1111111 1111111 III III 1111111 III IIi 1111111 " ' LEGIBLE THAN ']'HIS NOTATION, I I 11 I I 12 I I . �4 � � 1 5 I I 16 I I 17 I I I I S _ I 9 1U 11 12 APRIL 23 I 9�a� IT IS DUE h� _ �_.-- -�—��_ 1 TO THE QUALITY P)I M No 36 THE ORIGINAL DOCUMENT. - — _ __ _ i fJZ LZ 8Z 8Z 16Z I fGZ -7�Z TZ OZ 6l �8T Ili 8I !1i�tl[ I Eil Zi I ii I i ht�111111lh 6 8� �9 I 9 1' C Z� T71I Illlllllll �lflll IJI�IIlllllll lllllllll llllll111llLliiillllllll1111111 �Illl lll'.11lll 1111 IIIIIIJIII I TABLES OF EQUIVALENT FASTENERS, STAPLES, NAILS, AND T-NAILS STRUCTURAL NOTES SHEAR PANELS, METAL BRIDGING ASSEMBLIES, AND HANGERS AS REQUIRED TO PROVIDE (VALID FOR LATERAL LDAD ONLY) LIVE LOADS A COMPLETE FLOOR OR ROOF STRUCTURAL S (STEM. COMMON EQUIV. SPACING OF APPR_D FASTENER ROOF. . . . . . • 7 . CAMBERS . . . . . . . . . . . . . . . . . . . . . 25 PSF MINIMUM ROOF SNOW LOA[) (SNOW BUILD-UP FLOUR MEMBERS 1 . 2.5 PEAU LOAD. NAIL LOADING AS PER S. E.A.W . SNOW LOAD ANALYSIS) _ STAPLES NAILS /-T-NAILS �' 8 . DOUBLE ALL JOISTSUNDER MECHANICAL UNITS, UNLESS OTHERWISE NOTED. � SPACING GAUGE - 16 _I-5 r 14 a FLOOR. . . . . . . . . . . . . . . . . . . . . . . . . . . 125 PSF GLUE LAMINATED MEMPERS _ fl�p _0.131 WIND. . . . . . . . . . . . . . . . . . . . . . . . . . . .U. B. C. 80 MPH EXPOSURE "B" �----EM PENET. I" 1 " I " 1 1/4 " 1 1/2" SEISMIC , , • • . .U . B. C . ZONE 2B 1988 EDITION 1 . GLUE LAMINATED MEMBERS SHALL BE W1:STFIwN SPECIES CONFORMING TO U. B. 0 STANDARDS . . . . . . . . . . . . . . . . . . . 6d AT 4 " 3 1/2" 4" 5" 4" 5` 25-10 AND 25-�11 , A. I .T. C. 117 AND 141. %IANUF'ACTURFD IN ACCORDANCE WITH UNITED GENERAL 6" 5' 6" + 7"_ !_ 6" 7 I/2" STATES PRODUCT STANDARD PS 56-73 . 8_" _9 I/2 " 8" (0" 1. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIF'ICATTONS CITED HEREIN SHALI, MEMBERS SHALL BE 24F-V4 , EXCEPT CONI INUGUS OR C AN: ILEVERED BEAMS , AS NOTED BE THOSE CONFORMING TO THE VERSION OF THE APPLICABLE. SPECIFICATION OR CODE MOST BELOW. I_0' 8 I/2 ' !10' �12 " 10" 12 " RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. THESE STRUCTURAL, NOTES ARE TO 12 " _ 10" 12" 14 112" -12 ' 14 I/2" BE USED AS A SUPPI.,EMENT TO THE SPECIFICATIONS . 2 . ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPF:L� AND FINISHE:. AS PER PLANS �--- ANC) SPECIFICATIONS AND SHALL BE FABRTCATED WITH WATERPROOF I,Lt E3d AT 4" 2 1/2'' 31/2 4" 31/2" 4" 2 . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS . 3 . ERECTION OF MEMBERS SHALL CONFORM TO A. I .T.C. SPECIFICATIONS . 6" 4" 5" 60 _5" 6" 3 . A. SHOP DRAWINGS SHALL 13E REQUIRED ON: REINFORCING STEEL,, STRUCTURAL STEEL, 4 . PROVIDE STANDARD 1600 FOOT RADIUS CAMBER UNLESS 0THERWISE NOTED. AND GLUE LAMINATED MEMBERS AND SHALL BE REVIEWED PRIOR TO FABRICATION. 8' S 1/2' 6 1/2' 8111 6 I/2 '' 8"_ 5 . A CERTIFICATE OF CONFORMANCE IN ADDITION TO ATTACHMENTS ,71 AND #2 FROM A . I . T. C. 10" 6 1/2' 8� 10" W. -_ 10" B. SHOP DRAWINGS , STAMPED BY A LICENSED STR[JCTU12Al� ENGINEER IN THE STATE OF OR INSPECTION BY AN INDEPENDENT TES�('ING LABORATORY WILL BE REQUIRED. 12` 8' 10' 12" 9 I/2 ' _ 12" OREGON, SHALL BE REQUIRED ON PREFABRICATED JOISTS . 6 . SHAPE TOP OF ALL GLUE IAMINATED MEMBERS TO SLOPE OF ROOF. UNLESS STATED OTHERWISE IN THE SPECIFICATIONS , SUBMIT ONE ( 1 ) PRINT AND ONE 7 . BEAMS CANTILEVERING OP CONTINUOUS OVER ONE (1) OR MORE: SUPPORTS SHALL HAVE 10d AT 4'$ _ 2` 2 1/2" 3" 2 1/2" 3 1/2" ( 1 ) OZALID (SEPIA) REPRODUCIBLE FOR APPROVAL. OR CORRECTIONS . EQ[JAI. BENDING STRESS EATING IN THE TOP AND BOTTOM FACES , AND SHALL BE 24F-V8 6"_ 3 I/2' 4" 5" _� 4" �5' 4 . 'THIS STRUC'T'URE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST' WIND, GRADF . 8" 4 1/2' S 1/2' 6 1/2--' 5 1/2 " ?" LATERAL EARTH AND SEISMIC FORCES UNTIL, THE PERMANENT LATERAL FORCE RESISTING 10"_ 5 1/2" 7" 8" 6 !/ "2 8 I/2" SYSTEMS HAVE BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FPAMING LUMBER 12" 6 I/2' - 8" .1 91/2 ' 8" 10'. FOR THE STABILITY OF THE STRUCTURE AND TTS PARTS HAVE BEEN MADE. 1 . ALL FRAMIN(; LUMBER SHALL BE DOUGLAS FIR-LARCH OR HEMLOCK-FIR AS NOTED BELOW O � . ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AI'D AND SHALL CONFORM TO THE PROVISIONS OF U. B.C. STANDARD 2.5-4 . h NOTE : CHARACTER AS SHOWN FOR SIMILAR CONDITIONS , SUBJECT TO REVIFW BY rrHE ARCHI1,ECI, PENETRATION IS THE DEPTH OF EMBEDMENT AND ENGINEER. SIZE_ CLASSIFICATION DESIGN V�LLUE_iPSIj .._ . C OF THE STAPLE OR NAIL INTO THE MAIN MEMBER 6 . ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, (DOUG: NS FIR-LARCH) (HEM-FIR) REQUIRED TO ATTAIN ITS FULL CAPACITY ERECTED OR INSTALLED IN STRICT ACCORDANCE; WITH THE MANUFACTURER'S INSTRUCTI0NS . A. INTERIOR WALT STUD.` FI, 600 475 � v (SHEAR VALUE) FOR LATERAL LOADING. STANDARD OR RFTTER ) F 625 405 _STRUCTURAL FILL OR BACKFILLG ^ OR STUD GRAI`F: ) E 1, ..,00, 000 1_ 200 , 000 ALL, FILL AND BACKFILL PLACED IN THE BUILDING AREA AND BENEATH PAVED SURFACES SHALL B. JOISTS ) FI - 1250 7 BE DENSELY COMPACTED. SUCH FILLING AND BACKFILLING SHALL BE ACCOMPLISHED AFTER NU 2 F' 95 C Ln REMOVING ALL VEGETATION, RUBBISH AND EXISTING FILL, STRIPPIVG ALL TOPSOIL (6" ) E� = 1 , 700, 000 `� � M MINIMUM` AND PREROLLING WITHIN THE BUILDING AND PARKING AREAS OR FOLLOWING OVER- _ C. BEAMS ) Ft - 1300 EXCAVATION IN FOOTING AREAS. IF OLD FILL OR SOFT NATURAL SUB1'3RADE MATERIAL IS NO. 1 ) F,, = 85 `i �' ' ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED FILL. ALL STRUCTURAL FILL ) F = 625 SHALL BE PLACFD IN LOOSE LIFTS NOT EXCEEDING 811 IN THICKNESS AND COMPACTED TO A `1 _ ` , E - ]-, 600, 000 DENSITY OF AT LEAST 95% OF' MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 . THE _ X D. POSTS ) F1, - 1200 • � fV Q ADEQUACY OF THE FIELD COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS . NO. I ) E = 1, 600 , 000 L� STRUCTURAL FILL SHALL CONSIST OF A SAND AND GRAVEL MIkAJRE OR CRUSHED ROCK, WELL F. BLOCF �NG, PLATES BRIDGING ) Ft _ 600 47 � � • GRADED FROM COARSE-TO-FINE WITH LESS THAN 10% BY WETGHT OF THE MINUS 3/4" FRACTION STANDAkDOR BETTER 1 F = 625 405 V v PASSING THE #200 STEVE AND SHALL BE FREE OF ORGANICS RUBBISH CLAY BALLS AND _ OR STUD GRADE j E - 1 , 500 ; 000 1 , 200 , 000 ROCKS LARGER THAN 4" . COMPACTION WITHIN 5 ' OF WALLS SHALL BE DONE WITH LIGHT 2 , ALL MEMBERS 3X OR LESS (LEAST DIMENSIONS) SHAL.L. bE MAXIMUM 19% MOISTURE +• N WEIGHT, HAND HELD EQUIPMENT. EXERCISE CARE SO WALLS ARE NOT DISPLACED OR. CRACKED. CONTENT. Q C) cV FOUNDATIONS 3 . PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING. SOLID ; p 1 . FOUNDATION SIZES ARE BASED ON A 'TOTAL. LOAD BEARING 'SOIL PRESSJRE OF 2000 PSF. BRIDGING AT 8 ' -0" O. C. MAXIMUM SHALL BE REQUIRED WHERE JOISTS HAVE A FIVE ( 5) Ln S 2 . ALI., FOOTINGS HALL. BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL OR ON TO ONE ( 1 ) OR GREATER DEPTH TO THICKNESS RATIO AND WHERE ONF: ( 1) EDGE IS NOT _Q ENGINEERED FILL ^OMPACTED TO MINIMUM OI' 95% OF THE ASTM D-1557 DENSITY . HELD IN LINE BY SHEATHING, WALLBOARD, BPACING, ETC. I. >_ 3 . ALL FOOTINGS SHALL BE A MINIMUM OF 1 ' -6" BELOW FINAL GRADES OR 1 ' -0" BELOW 4 . ALL PLATE J AND LEDGERS IN C014TACT WI'T'H CONCRETE OR MASONRY SHALL BE PRESSURE EXISTING GRADE, WHICHEVER TS LOWER. TREATED. PRESSURE TREATED LUMBER SHALL, BEAR THE A.W. P. B. (AMERICAN WOOD 4 . ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION PRESERVER`' BUREAU) QUALITY MARK. TO NEAT LINES . DOUBLE: ALL JOISTS UNDER ALL PARALIA'L PARTITIONS .. � 6 . FOR NAILING SEE SCHEDULE AND DRAWINGS . CONCRETE - CAST-IN-PLACE p 1 . ALL CONCRETE SHALL DEVELOP A MINIMUM 'TWEN'TY-EIGHT (28) DAY LABORATORY-CURED PLYWOOD SHEATHING COMPRESSIVE CYLINDER STRENGTH OF 2500 PSI FOR FOUNDATIONS . 1 . ALL F"-'WOOD SHEATHIN -TALL BE C-D GRADE, UNLESS OTHERWT .-;E NOTED, WITH EXTERIOR CONCRETE EXPOSED TO ELEMENTS c',STALL HAVE 5% -+ 1° ENTRAINED AIR, BY VOLUME, GLUE AANUFACTURED CCORDANCE WITH UNITED STATES PRODUCT STANDARD PS 1- CONFORMING TO ASTM C-260 . _ 83/ANSI A199 . 1 "F01, '-STRUCTION AND INDUSTRIAL PLYWOOD" , CONFORM TO U . B. C. 2 . A MINIMUM "F THREE ( ) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 STANDARD 25-9 ANL ; AR THE A. P. A . TRADEMARK OF THE AMERICAN PLYWOOD CU . YARDS OF EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TF::7TED AS FOLLOWS : ASSOCIATION . OIJE ( 1) AT SEVEN (7 ) DAYS AND TWO (2) AT TWENTY--EIGHT (28) `)AYS . A. ROOF SHEA'T'HING 1/2" INDEX 32/16 3 . CONCRETE CYLINDER SAMPLING AND TESTTNG SHALL, CONFORM WITH ASTM SPEC].FiCA).'T'IONS . F. FLOOR 3/4" INDEX 48/24 T&G ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF A. C. I. 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" . MIX DESIGNS WITH COMPLETE STATISTICAL BACKUP SHALL BE SUBMITTED FOR REVIEW. 4 . CONCRETE SHALL NOT BE PLACED ON FROZE14 GROUND. NON-SHRINK GROUT C. WAILS 1/2" INDEX 24/0 GROUT SHALL BE NONSHRINKABLE GROUT CONFORMING TO ASTM C-1107 AND CRD-•621, CORPS 2 . PLY4J0CD SHEATFIING SHALL BE LAID WITH END JOINTS STAGGERED. 3 . BLOCK ALL WALL SHEATHING WITH 2 }; 4 FLAT BLOCKING AT ALL EDGES. V OF ENGINEERS "SPECIFICATIONS FOR NONSHRINK GROUT" . GROUT SHALL HAVE. A SPECIFIED 4 . NAIL A,S PER SCHEDULE AND DRAWINGS .. COMPRESSIVE STRENGTH AT `TWENTY-EIGHT (28) DAYS OF 5000 PSI . 5. LAY OUT PLYWOOD To ELIMINATE ANY WIDTH LESS THAN 1 ' -011 . FREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. 6, WAFER BOARD OR 0RI.ENTED STRAND BOARD CONFORMING TO U. B.C. STANDARD 25-25, GRADE CONCRETE REINFORCING STEEL 2-MW, MAY BE SUBSTITUTED FOR PLYWOOD, PROVIDED IT HAS EQUAL ',0Ax1'isPAN RATING 1 . ALL REINFORCING STEEL, FOR CONCRETE SHALL CONFORM TO U. B. C. STANDARD NO. 26-4 INDEX AND BEARS THF A. P.A. TRADEMARK '_.F THF AMERICAN PL'i-W_',r A59C.)CIATION. AND ASTM A-615 GRADE 60. NAILING AND CONFECTION SCHEDULE 2 . ALL WELDL:D REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL, CONFORM TO MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS U. F, C. S'!ANDARD NO. 26-8 . (EXCEPT AS NOTED ON DRAWINGS) W 3 . AL,L REINFORCING STEEL, SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE �� WITH A. C. I . DETAILING MANUAL 315. --" -`-- ''--- -:- - --- 6rL A. ALIT, RLINFCRCING STEEL SHALL BE ACCURA'TEL'Y AND SECURELY PLACED. CONNECTIL)i•_ _ COMMON N B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER STUDS TO F:'.jt:TES - `r:ND NAIL 2-16d cV TRILDES , UNLESS APPROVED BY THE STRUCTURAL ENGINEER. OR - 'T DE NAIL 4-10d w C. SPLAY REINFORCING STEEL AROUND OPENJ:NGS WITH 1" IN 10" SPLAY, UNLESS TOP PLAT;:S & BOTTOM PLATES D OT-IERWISE NOTED. -- SPIKE TOGETHER 10d AT 8" O. C. Z Z D. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL Sl.-,,LL, t,E: - LAP & INTERSECTIONS 4-10d EACH SIDE JOINT ui 0 3" + 1/2 " TO BOTTOM OF FOOTING FLOOR JOISTS Q V 2" 4- 1/4" TO EARTH FACE OF WALL - TO PLATES OR BEAMS - TOE NAIL 2-10d Q Ci 1" + 1/4" TO INSIDE FACE OF WALL PLYWOOD SHEATHING Z 'J CENTER OF S1,ABS-ON-GRADE 1 . ROOF SHEATHING 1/2" INDEX 32/16 n E. LAP ALL BARS A MINIMUM OF 36 DIAMETERS , EXCEPT AS OTHERWISE NOTED. AT EDGES OF EACH SHEET, BLOCKING & WAL,LS 8d AT 4" O.C. O STRUCTURAL STEEL AND MISCELLANEOUS IRON AT INTERIOR OF SHEET 8d AT 8" O. C. AT BOUNDARIES OF ROOF 8d AT 4" O. C. N 1 . STRUCTURAL STEEL SHALL, CONFORM TO ASTM A-36 . 2 . FLOOR SHEATHING 3/4" INDEX 48/24 T&G Lu Ln 2 . STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500 , GR. B, Fy = 46 KSI . AT EDGES OF EACH SHEET, BLOCKING & WALLS 10d AT 4" O. C. STRUCTURAL PIPE SHALL CONFORM TO A-53 , GRADE B, TYPE E OR TYPE S Fy = 35 KS'. AT INTERIOR OF SHEETS 10d AT 8" O. C. ei• 3 . ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF STRUCTURAL STE'._ '.; AT BOUNDARIES OF FLOOR 10d AT 4" O. C. SHALL CONFORM TO A. I . S. C. SPECIFICATIONS AND U. B. C. STANDARDS NO. 27-2 . APPLY 1/4" DIAMETER CONTINUOUS BEAD OF' CONSTRUCTION ADHESIVE CONFORMING TO AFG-01 4 . ALI, WELDING SHAI:L, CONFORM TO A.W.S . SPECIFICATIONS . TO TOPS OF' ALL JOISTS , BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS . A. ALL WELDERS SHALL BE CERTIFIED UNDER A.W. S . SPECIF'ICA.TIONS • 3 . WALL SHEATHING 1/2." INDEX 24/0 B. WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES , UNLESS OTHERWISE NOTED. AT EDGES OF EACH SHEET TO STUDS, BLOCKING & PLATES 8d AT 4" O. C. Re%isionc 5 . AL's MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE RO1,TS, UNLESS NOTFD AT INTERIOR OF EAC:( SHEET 8d AT 8" O. C. O REVISION OTHERWISE ON PLANS . MACHINE BOLTS SHALL CONFORM TO ASTM A-:307 , GRADE A. AT BOUNDARIES OF WALL 8d AT 4" O. C. JULY 31. 1992 6 . EXPANSION ANCHORS SHALL BE ICBG APPROVED FS FF-S-325 , GROUP II , TYPE 4 , CLASS 1 "PARABOLTS" AS MA:dUFACTURED BY THE MOLLY DIVISION OF BLACK IIND DECKER OTHER WOOD CONNECTIONS CORPORATION, "R.E:DHE All WEDGE ANCHORS" AS MANUFACTURED BY ITW RAMS E'T/REDHEA,o, 1 . ALL PLATES AND LEDGERS SHALL, BE ANCHORED WITH A MIN?MUM OF THREE ( 3) ANCHORS "SUP-R-STUD" AS MANI'F'ACr1JRED BY USE DIAMOND, INC. , "RAWL-S TUD" AS MA111UFAC.LUR':;C, PER PIECE. >)Y RAWLPLUG COMPANY , INC. , OR HILTI "KWIK-BOLT" AS MANUFACTURED BY HIL`.'I MINIMUM SIZE AND MAXIMUM SPACING FASTENING SYSTEMS , INC. 2 . PLATE'S TO CONCRETE FOUNDATION WA1,I,S 5/8" A X 10" A. BOLT AT 4 ' -0" O. C. 7 . ANCHOR BOLTS SHALL CONFORM TO ASTM A- 307 , GRADE A , AND SHALL BE PROVIDED WITF+ 3 . LEDGERS TO CONCRETE WALLS 3/4" 0 EXPANSION ANCHORS AT 4 ' -0" O. C. WASHERS AND NUTS . GALVANIZE EXTEIIOR BOLTS . GALVANIZING SHALL BE I:TJ 4 . EXPANSION ANCHOR EMBEDMF.NTS 1/2" 0 WITH 2-1/2" MINIMUM EMBEDMENT ACCORDANCEWITH ASTM A153 . (UNLESS OTHERWISE NOTED) 5/8" P WITH 3" MINIMUM EMBEDMENT 8 . BOLT HEADS OR NUTS BEARING ON SLOPING FLANGES SHALI-, BE EQUIPPED WITH BEVELEo 3/4" 0 WITH 3-1/2" MINIMUM EMBEDMENT WASHERS . 5 . LAG BOLT INSTALLATION 1/2" 0 BOLT = 5/16" DJ HOLE PREFABRICATED FLOOR JOISTS PRE-DRILL HOLES FOR 5/8" 0 BOLT = 13/32" p HOLE � LAG THREADS 3/4" A BOLT = 1/2" A HOLE 'r1N •'^� 1 . ALL FLOOR MEMBERS SHALL. BE MANUFAC',URED BY TRUS JOIST CORP. OR APPROVED. 1" J0 BOLT = 11/16" 0 HOLE Drawn By__ Checked By 2 . ALL, JOISTS SHALL CONFORM TO ALL PROVISIONS OF THE IJNIFO'',:M BUILDING CODE. SOAP 'THP,'ADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY . 3 . JOISTS SHALL NOT EXCEED A LTVE LOAD DEFLECTION OF L/ 500 AT FLOORS , OR THE G . ALL I"':APtING CONNECTORS SHALL BE SIMPSON OR APPROVED. 9__� 55 -7 WORKING STRESSES AS SHOWN IN THE U. *;',. -. STANDARDS FOR APPROPRIATE MATERIALS 7 . CONN''-,CT ALL BEAMS AND JOISTS WITH STMPSON HANGERS TO DEVELOP STRENGTH OF IobNo. Date UNDER A TO'T'AL LOAD OF 140 PSF FOR FL'):- ? STRUCTURES . MCMBE':S . 4 . JOIST MANUFACTURER SHALL BE RESP0NS13LE FOR COORDINATING SLOPED BEARING 8 • PROVIDi: S771,.NDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. REQUIREMENTS WITH BEAM MANUFACTURER. -_ 5 . JOIST MANUFACTURER SHAI.,L FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED STRUCTURAL ENGINEER 'S S SEAN_,. 6 . TJI SERIES -- MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE: STIFFENi:RS , BT.,0CKI.NG AND/OR Sheet T,t1e Sheet No rj OWNER ANOr CARTALES a DELTA FIRE INC. 11795 SN 72ND AVID" PORTLANO, OREGON 97221-7952 JtS (5503) 620-1020 ri 1992 ,KS ARCIrTECTS PC THESE DRAv,INGS ARE THE PROMTY d OF JKS ARCHITECTS PO ARE NOT E C MITO BE REPRODUCED IN ANY MANNER, EXCEPT MTM ME PRIOR OtITTEN PERMISSION OF JKS ARC,rTF:TS PC. )t 14795 SW 72ND AVENUE 5 0 F 5 ^•rIIl11/W4 ..'N+!iw' ;1NYs:1i,"� .�.+ .. .IM;,SS'a+*u^:1 ["*A. low -. . ... IF THIS DOCUMENT IS LESS Tr1�II1 �IIIfIIIIIIIIIII Illlolll IIIIIII VIII ( 1�T1�' lf t I�I(III 1i(IT �(IIII VIII I Illllli I� IIIII IIIII � I III I I V E I �"III 12 74I � I 6 1 ( 11 1� APRIL 2$ 1994 f ' LEGIBLE THAN THIS NOTA'IIOM, �_�_�__ ...... - IT IS DUE `,'C) THE:: QUALI'T'Y OF -� -� - - - ____-- --Nose '• THE ORIGINAL DOCUMENT. -.-- ___ _ _ _ _ �E Z 8Z LZ 8Z I�i7 _ �Z tI:Z -��; 0Z 8i fii TT,, 8�i 4i i '111111118,7111, bT £i ZiiT T 6 8 - L 8 4 1b £ Z T�Iil►lIIIIIIII�I ►►II�►IIII I ►� l I 1 I�.