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J • �}7�I(rj - _ . _ • t • K.=w_.+S .i ...s..-:w.. -a..........u•+•--.ter - y� . r � ECT I ON•rCi 0. - TlC)N J�(o SECTION K, �S SECTIO-N L . 1 .. ..;1 - r "•. + `_ - - .JI � ' M 'tee }fi' ` ,' •a ,"r * ,r •f- _SEC�IIIIII`10N N 6 SECTIONSSECT-ION - - •Y. (D -lM'AVM 5EC mot OF - �-OtSC-.E.ESCALEC LE._�i, c -6 S�r`►'1-__ I A z ._-.: 3?•.r..' 'R3 --*rr v'>_ s.J. Ji•F'-'IrN'-. i. .... /t - - -J..-.... -...L ..J-... —c _ten _ -__ . .. . _ _ -. - _ _ •_ _ — __._ _ — - - • _ '_.-_ - .i` a na y - • • t .1 - , - _- _ - _- _ .. _ .r - . _ _-'_•iLr -. J. .__ _-_ - _` _• _ _ ._a r,._.^_ _ _ _ _ _ -- _ _ _'t __ - _ ......- - .. - _ _ - _ _- `a _ • - _ .._ •- ... - r , • i _.F x J. _1 --.. ...-JT_.. aI _ ^'1 u-mow .• • .'t :ar•'►= iL'..w-.- r-T=••:'.^ ....-.._ 1., :JI.._.— a 1: .' ♦ f w fM �•I (H J-2 .(D K (L-7 :2 6 01.011 i� 0 4+ 113/4 x N2 a. ST EF-L F R P\M E j` RE;-tom�t_a`� 261.9 3/4 OC)F f-RAMIN' FLAN BLDG E REF -ER TO SHEET 5--6 FOR NOTES 4 NAILING SCHEDULE. r I51- 8 %4'` NOTE LEDGER JS DROPPED THIS P PO It ... • k RUMM ny _ --M I NG' 11Ki AREA NOTE'p L ED ER DKOPPED THIS fRE - r TEL. (206) 324-6160rA r - aw &ssoclA=t _ CONSULTING ENGINEERS T_ 1 605 - I2TH AVENUE, SUr- 18 -SFAATTL -4 WASHINGTON 9$122- OF \ 1 l 1 1 N2 a. ST EF-L F R P\M E j` RE;-tom�t_a`� 261.9 3/4 OC)F f-RAMIN' FLAN BLDG E REF -ER TO SHEET 5--6 FOR NOTES 4 NAILING SCHEDULE. r I51- 8 %4'` NOTE LEDGER JS DROPPED THIS P PO It ... • k RUMM ny _ --M I NG' 11Ki AREA NOTE'p L ED ER DKOPPED THIS fRE - r TEL. (206) 324-6160rA r - aw &ssoclA=t _ CONSULTING ENGINEERS T_ 1 605 - I2TH AVENUE, SUr- 18 -SFAATTL -4 WASHINGTON 9$122- OF \ 1 l 1 1 l r r F (DNTUM E CQ UALS DAT U M 5L a 13 Q 4 HOUR MAS l.JP GROIJT .` SHOWN 4HR MAS _ E� RIFE ELD( THIS i �i 4o'- o" �Q) s �'- q 40'- Q �' 155' y 0 i Q 11 24 `-"q zq H t vs iJ Q BU I LDI NG F FOUNDATION PLAN DOTES : I) FINISHEC3 FLOOR SLAB AT ELEVATIC IS .REFERENCE DATUM 10'-O" .THIS E�,Fs, C` bLDG 2) EL_EVATIONZ F5H01^JN THUS: I NDICATE f.L E/I�T 1 O N E�ELC W REFERENCE DAT U M TOP OF FOOTING Li eun nTNr2 KEY S L O A� TEL 42 324-6160 s AIM &A AKAM-- INC. {l ,V DATE , 9 ' AP=RIE, f 90 .. �.... .maw+.�. .� k r i ♦ ♦ FEE Fjl TF ; r �rV:. 7 , A, Ov r 4 ' 0 w2 L D N G )OF FRAMING PLAN NATIONS SHOWN THUS', [ ] AR,E TO TO OF FRAMING 'TOM OF PLYWOCO) . AbOVF. REFERENCE DATUM. ,VP,TION j SHOkjN THUS > ARE To TOP OF MA'-Z)aNFZY "TOM OF PLATE , F COOF PLYWOOD '� G DAKY I(1.:�E�S ALL ZU �P0K rs A bOVE Wf10d NAI LI N G TO bE MAJ\�UFAC.TURE SIGNED M lU M FOR REFERENCE DP-7UM, COMMON (,14S "C n 2'��" ) 2 RO W S ADDIT I ONA.L PLYWOOD r O d 4 ° MFCHP.NICP.L zONE I O PsF [DEAD LOAD. DIMENSION TO E�E TO bE CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 981V t �•y ..i �- YIiS �' yr • .s 1�\ �.i vas _ _� �-. L1J. _X L i _ L` c it i t 10 t a0p j Q I •Ec o I K N Q ' / -- 1 o , i_� R - a o, Q GEtRA Nfi__ s� FE ' PLAN ;� , �= A G _ - -- - ► 1 s --- - r CODE: UNIFORM BUILDING CODE, 1988 �� , � PLYWOOD: ROOF SHEATHING........ .3/4 "T&G W/ EXTERIOR GLUE. INDEX 48/24 o� I 1 i , k --- LIVE LOADS: FLOOR SH E A T N I N G ........ 3 4" T Illl L• / & G UNDERLAYMENT GRADE W/ EXTERIOR i � 1 ,♦� ROOF....25 PSF WIND. ..80 MPH, EXPOSURE 8 SEISMIC ZONE 3 GLUE...INDEX 48/24 - "Ili INi D0�J � fT '� �� - T. � . COL_ FLOOR .. 50 PSF + 20 PSF PARTITION I PEf� t�l`-� �) �� li`�' ��=�N MECH . FLOOR... 20 PSF + UNIT WT . ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT 0 i ; �,�- ADDITION, NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO 5L,AE3 f[`OT r - �I � '-'' CALL THE ENGINEER FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS SI I��J I i 1 - CONC 5LA'� MIN % E FOUNDATIONS: }--TIN T- FOUNDATION DESIGN PER REPORT #JN 89299 RY BY GEOTECH CONSULTANTS. PRIOR TO COVERING. - CQNT %� PPS. PL:�I� r ,` i� I SL--s`� SIDI�I� L E ,; - i ;s� _ A_ C.C._.-. ALL SITE PREPARATION AND �L"�� _ _ SOIL BEARING 3000 PSF PER REPORT. FOUNDATION CONSTRUCTION PER THIS REPORT REPRESENTATIVE FROM WOOD TRUSSES: (TJ fi0 T� FEF< AI.,CH �, G 0 IT r-- CO�JC_ SLAB _ TRUSSES TO BE MANUFACTURED BY THE TRUS JOIST CORP IN ACCORDANCE GROUT ,..,(0_ID # 4 x ��' Z. cf� I I I - „ GEOTECH CONSULTANTS TO INSPECT ALL FOOTING EXCAVATIONS PRIOR TO �ELw�L J Q - - WITH NER REPORT # 'O, 1480 I �E� F'�—r�'� POURI14G CONCRETE. ., - �- FILLS TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D-1557 . =------"` '� ,�__-- - - I I �� ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST WOOD TRUSSES: (GANG NAIL) ' - i - TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD TRUSSES, FABRICATED I I _ ADJACENT GRADE -- --_} -�F,E �- IN ACCORDANCE WITH UBC STANDARD NO. 25-1 7 , PART V . -- J .0 E C ! r+'I -DEPT-H - - IreI' ti.�=-�'I�- I� I-- '` CONCRETE_ TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING, III TO r r- 4 CON T E r I f ' c = 2500 psi FOR FOOTINGS BOTH PERMANENT AND ERECTION. SHOP DRAWINGS, STAMPED BY A LICENSED G C R'E : Pt...�l� - " - TOP' r �pT T_C" SCHED I • �•I C LIB f' c = 3000 psi FOR SLABS ON GRADE WASHINGTON ENGINEER, ARE TO BE SUBMITTED TO THE ARCHITECT PRIOR TO • 1, , CLIP p FABRICATION, DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: ` � f c .. 300o psi FOR WALLS . , I� �-� 5 C�I`� �-_ J .� MAX. SLUMP = 4" PLUS OR MINUS 1" ROOF TRUSSES --UNIFORM LOADING - - t, L _ MINIMUM 5 SACKS CEMENT PER CU. YARD _ OP CHORD ............ 2 5 psf L . L . - r I I IF 8 PSF D , L , UNLESS NOTED PER MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE I : RE- PAN FOR �IZC- E"' 1 UBC AND ACI CODE 318. LATEST EDITION. PROPORTIONS OF AGGREGATE TO PLANS CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BOTTOM CHORD.,........,7 PSF D.L. Z { �. B_E PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" J i I10 5EC10 E C,1ONE10 CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE TRUSS SUPPLIERS NOTE: „ �� , � ., _I� : �j I ` ark ON ARCHITECTURAL DRAWINGS. THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN SCALE = � �}- = I E - O C -E I ON -f 1AE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATIONS ARE TO lL ' -�, REINFORCING STEEL BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER US :CIS S E A EEC N K C K --� ALL REINFORCEMENT SHALL CON -FORM TO ASTM A615-82(S1 }, EXCEPT AS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS `��--L NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT w } .-!.��=I -� - psi } . OTHER REINFORCING SHALL BE GRADE 60 (fy=60, 000 psi) . LAP oj AFFECT TO THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE GENERAL � � t ," �_ :�. L -FY - BARS 36 BAR DIAMETER IN CONCRETE, 48 BAR CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND i 2 10 CONTINUOUS REINFORCING A j` %2 I a `� ,� � Y DIAMETERS IN MASONRY, 1'-7" MINIKUM UNLESS NOTED OTHERWISE_. CORNER LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP _ c t � � � .�•. �- 2 _ � BARS (1 7 " BENO) WILL B-E PROVIDED FOR ALL HORIZONTAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW . Y �R CISy �E t REINFORCEMENT. DETAIL STEEL IN ACCORDANCEWITHTHE ACI DETAILING T, S _ COL MANUAL, WIRE MESH S44ALL CONFORM TO ASTM A 82 OR A--185 . - Q IC. .. Ut'-::. r U $ o MASONRY: l E { �-- r N G, �- W rp 12 `' /c `, f ��" '`- HOLLOW CONCRETE MASONRY - 1 �/G I .J / R A�� YfJ C . L_A I � � L CONFORM TO UBC STANDARD �4 4 �,� _ F'L A �� AND ASTIYI STANDARD 90, LATEST EDIT ION , GRADE N , DESIGN f ' m = 1 500 � � `, � COVER TO REINFORCEM�'NT TO BE : _. __ FOOTINGS . . . . . . . . f . . . . . . . . . . . . wage . . . 3 INCHES � !,�/2- �/� A. � � - �- --_---�---��--- - 1 1 /2 INCHES PSI. MORTAR SHALL BE TYPE S , f ' m = 1 800 PSI AT 2$ DAYS. `� • � I s- . FORMED SURFACES--TEAT-#ER FACE ....... MORTAR PROPORTIONS BY VOLUME: 1 PART CEMENT, 1 /4- 1/2 PARTS LIME It K_�E� I� %�- I I T E _ �� +� - -- INTERIOR FACE....... 3/4 INCHES PUTTY, AND DAMP LOOSE AGGREGATE NOT LESS THAN 2-1/4 NUR MORE THAN TIE Z .� -��► �i,,, ,� --- ° _�, �- _ C�� t-.- EARTH FACE . • ..... 2 INCHES 3 TIMES THE SUM OF THE VOLUME OF THE CEMENT AND LIME. GROUT �O�-' STRENGTH 2000 PSI AT 28 DAYS. GROUT PROPORTIONS BY VOLUME: 1 PART I GROI_�T I I = Q '' WELDED REBAR: PORTLAND CEMENT MAXIMUM N -TENTH PART M M , _O E S LIME PUTTY DAMP LOOSE FLI a H 1^j/ -�-' __ t If - - -� ` , `� f;r # S '� I'� ��c WELDED REBAR TO BE A-706 f = 6D 000 si . US R SAND NOT LESS THAN 2 1 /4 NOR MORE THAN 3 TIMES THE SUM OF THE - -- I , I !� .-1 '*- - :.� ! LL 1 Y p E F E H E 7 0 L 0W �, EA. CCR1 ,,Lrw. - u� :� .� 1� Tf�ENL~� � �,IN / :�,, !,ar►:` HYDROGEN ELECTRODES TO WELD TO WELD REINFORCING; CONFORM TO VOLUME OF THE CEMENT AND LIME, AND DAMP LOSE PEA GRAVEL NOT LESS It�!L-t + ; -~'"- �ti - ;f PROCEDURES OF AWS D1--4 CURRENT EDITION STRUCTURAL _ _ - THAN 1 AND NOT MORE THAN 2 TIMES THE SUM OF THE VOLUME OF THE }; L..I. -r �.E p,KCH, i UR,�L _WELDING CGDE� REINFORCING STEEL. SEE PREHEAT REQUIREMENTS OF TABLE 5.2 OF THIS CEMENT AND LIME, GROUT ALL CAVITIES CONTAINING REINFORCEMENT IN STANDARD. IF CARBON EQUIVALENT C.E.) IS KNOWN, FOLLOW PREHEAT LIFTS NOT TO EXCEED 4'-0". LAP REINFORCEMENT 48 BAR DIAMETERS. SEE RECOMMENDATIONS FOR C.E. GREATER THAN 0.75.E BELOW FOR INSPECTIONS. T IFiL^ FLAW `1- - ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. HOLLOW STRUCTURAL BRICK SHALL CONFORM TO ASTM C--652 GRADE #1. dK '�-�'`�`I �'_ PI-'�`� BUILDING BRICK SHALL CONFORM TO ASTM C-62 GRADE S.W. .� == I -0 ,� s1 STRU-C'T-URAL STEEL: • ' r - I ' TUBE COLUMNS SHALL CONFORM TO ASTM A500 , GRADE B (f y = 46 , 000 ps i) . INSPECTIONS: CON - ---- ;, #: t- �` ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A-36 (fy = 36, 000 psi) . SOILS ENGINEER TO TAKE COMPACTION TEST WITHIN BUILDING AREA IN ALL WELDS NOT SPECIFIED SHALL BE 3/16 CONTINUOUS FILLET MINIMUM. ALL FILL AREAS, COMPACTION TO BE AS REQUIRED BY SOILS REPORT. SOILS DEPT H WELDS TO BE BY W.A.8,0. CERTIFIED WELDERS, USE FRESH E70 ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING I PIER FT-G ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL FOOTINGS, 'SCl- E[)ULE ENGINEER FOR REVIEW PRIOR TO FABRICATION' OF STRUCTURAL STEEL. r , ` _ �: I=�'_AN �,� F- _ MACHINE BOLTS TO BE A-307 . FABRICATION AND ERECTION SHALL BE IN AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT R SI�'E REiNF ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND CONCRETE, REBAR, MASONRY AND WELDING AS FOLLOWS. _ CODE OF STANDARD, CURRENT EDITION., WELDED HEADED STUDS SHALL C SINS. SF_-- OMIT CONFORM TO ASTM A-108 MASONRY-- INSPECT MASONRY UNITS, THE PLACEMENT OF ALL REINFORCEMENT, T, 5 . Co L. � I N ST�L_L 2 x 4 STEEL STUDS OF 18 AND 20 GAUGE SHALL BE FORMED FROM STEEL THAT AND ALL GROUTING. TAKE THREE GROUT AND MORTAR SAMPLES FOR EACH d/{ I�o00 STUD10 CORRESPONDS TO REQUIREMENTS OF ASTM A446, GRADE C WITH A MINIMUM LIFT. TEST SPECIMENS AT 7 AND 28 DAYS, HOLD THIRD SPECIMEN FOR `I �- W �E }�� ,�' T I�� _ YEILD OF 33,000 PSI, STEEL STUDS OF 16 GAUGE SHALL BE FORMED FROM FURTHER TESTING IF REQUIRED. - '0 ALL. E`,--- _ f I E � r �-- ! �--�--- STEEL THAT CORRESPONDS TO REQUIREMENT OF ASTM 570-79 WITH 50,000 VENEER �� - ��,. I, 1,.�„ �C�lrE _ �� ,L E 3�,�it , �PSI MINIMUM YIELD. CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 SC -- CYLINDERS FOR EACH CONCRETE POUR. CYLINDERS TO BE TESTED AT 7 AND -------� 28 DAYS, HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED. �- �-= I`' ` ' I "� �`'-`-� FRAMING LUMBER: ! { r �♦ �- � -WELDING-CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND 2Xa 2 % LUMBER TO BE D.F. #2 OR BETTER. MAKE VISUAL INSPECTION OF ALL FIELD WELDING. '' MAKE VISUAL INSPECTION PRIOR TO AND AFTER COMPLETION OF ALL FULL ALL GRADES SHALL CONFUf-M TU WWPA GRADE RULE5 FOR WESTERN LUMBER-- PENETRATION WELDS. _ - 2" - , �� = �� -1979 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL r" BE PROVIDED WITH STANDARD CUT WASHERS, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, MAXIMUM MOISTURE - - 2 . \�J` —``� '`'-~--- CONTENT 1 9% AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS TO BE }T ;;� I_4_ r - I - `4i\T; I' _1 SIMPSON OR APPROVED EQUAL, FASTEN ALL HANGERS AS SPECIFIED BY 4 I ' tiF' MANUFACTURER UNLESS SHOWN. IOC •� �' LC� I ! � � 'J-IIIlot �T.�:��I I I �./-': ;��,�_��._ •''�-�. �_ - TJI JOISTS: ' L '<E L�-I0 MANUFACTURED BY THE TRUS JOIST CORP. IN ACCORDANCE WITH NER 200. SPECIAL_ CONDITIONS r ; s S r �J DURING CONS I'F'�CT It�N THE CONTRACTOR 5",14LL PRO'i�alOE �i.rDE�UATrE .S"a�IIAL�„ l�b k- - ,_� i ►-= ! ---^-_ 'l=T �� GLU LAMINATED V�100D ME�+gBERS -IiV L�.�,Jt_ f BRACI�JG AND GUYING IN ACCORDANCE WITH SOUND PRACTICE At{1C� ALL GLU-LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDIIlt-TE ALL STRESS GRADE COMBINATION 24-F-V4 (fb =2400 psi ,APPROVAL �• f�=1 fi5 psi) AT TRADES AND VERIFI` UIMEI'�5IO1''15 IN FIELD OBTAIN ARCHITECT'S S F1 i _ _ T, _=' ` r--tJl, T �w I _ _ SIMPLES SPA14 BEAMS. STRESS GRADE COMBINATION 24F V8 AT CANTILEVERED PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL D Ih �S ��- - �- - �-— GLU-LAMS MUST BE OBTAINED FLOUR Ah�(� WALL OPENING DIMENSIONS AND LOCATIONS , FLOOR ArJt� WALL 4 u � `-�- _ _ _ .�' - - -- _-- - �-------- -- - i - - -- - BEAMS (f b = 2 4 0 0 0 Psi, f v 1 5 5 psi). �) . FROM AN AITC APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO FINISHES, ETC. .00 F `if r ARCHITECT D STRUCTURAL ENGINEER PRIOR TO FABRICATION. u L A E f , IT RF— w � � x l / tom. Lij .r �? _0 I,.I /a 51 NSF � P\LK i 1 3 R E `r FA N �.---- = E v RE ' kKC IH f � S L- I x /f � I G----- _ Now ` E ' U L ?ter. 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Q SECTION' 5- 11 ---- r o G °� PAT M 2 5 @ 48 �� (UNDER PLY W OO D) -DAP ToP ILLIH 4 8 TOP o • W/ 10- 1C'S d ' �j 1 ; p - � ' TR �.,� SSE � PARALLEL. TO $ � \� a PLkN — CRE f P L A 1 `►) 1 L. AN ST 12 ca. 4 8 /t r I+ ° .1, )oej(='A Ih 8�z r. _ # r • LY1 oOD '-: ERE# . PL. AN 1 EA. SIDE I/4 E.A. �I DE. 2 - # A- ANT, � 2 4 CONT� �LIND�R P � '�4" I`�.�. PLYWOOD �o w/ � - ' PLYWOOD PLY WOOD PLYWOOD CTYP.) , rl ; TRU�s CREAM JO1 N T TRUSS RE, PLAN GL� LA [REP PLAN ] -- - - -- C R P N IF I Cd. ,� PLAN ` TRUSS E ; PLAN E- G -14 f' LR PLAN] ' • Io d a4 qr. bLYG [RE FLAN ,%J _ _-- 2 s 3 �,4 FLAT 5LKG - - PA I-� I-2 ,I ' - I1 3 %2 `� �2 TR US `��1 - 2i�2 W / Z C � I PS _ GL -- 3 " PLYWOOD �-T AP - - I -- G� 2„ �tr 2 - 5 „ I-O ' WIDE RE, - E . FILLER _ - REP PLANFt 7 3 �- 6 LEDGER PER LAY OUT � PLAN _ _ II O KE T_ � GRID 12 > �� , �� M}N. UNL ES5 NOTED SEAM P G T �_� REQ D _ 4" @ 4 8 /�. RE ; PLAN 3 ' { OR CM U 4 x 12 LEDGER NN ,, � G L � , , � a ' 1�" , E, -12 4 P�, -- RE PLAN 1 I 12 I%2'I �� 2_ x 2 }►, TRU SS - I� - GL� �� 3 4 STAG ER b I E: PLAN - - - �, y TRUSS RE, FLAN °.._ - R i � ��,, �� PL AN Ie 8 � . 4 I EA. SIDEvp _---- - (SKEWED SI M _ — l _ I � ,� %'' 5RCS I T. � W/4- 1 d) � ; ' 2 -#6 r �0 12 L o'' mlmI _ , - ST 12 �4 `' E A . 1 C� E — 3 x /16 x 2 - 4 ST F.A P 7 ' { `- %4 I .. EA . SI DE ,1� t �" EA , SIDE LCOS� AT �E.AM OF- E �A - --" i - - W 4 M • b f / W / 2 - -�/4 "' M , 5R G Ft 9/5 '' DEPTHPTTOI"S W/ 4 - �/4'' M. f _ I . RE : PLAN � 8 x - � • ► `- � /�." i (_/� " PLATE FL!�1 �H -� 7 ► I 8 MAS. WALL. MAN. t �, �/4 ,� ! f-� bRCa - O WELD - ` 2" /8 5RG F� 2 — 4 4. 7 4 — � —___ " � +T } _ I, N V` t � _._ . - — - - � - - / � r _ Q , --_g / WALL-; - T Ru S S 8 ./1 x a 4 STRAP _ — I --- -T, COL . niL 5 V ERT� _. EA SIDE ( LOOS E ) P, E ;PLAN _ OCI�ET -- ` , kr u �,. 7 1119 '7` , 5 2 o C3 M P ��{j r/� --- — . o I rl I, �� ( M, be r� ! �I D I ` �� o t. T C. L LA1�' �RoUT � �L J SECT �� >._•]1FIACTION L11C� �� PLAN ACT ! !w N � ISECT I N �. ISECT. 11 r1 r �� II i II '— '4 ��AL.E `�/ ' — 1—O I Cer-1L_E — 1 — 0" GAL_ 3/4 " = I'- O SCALE - 3/4 - I [ ��AL_E /4 I o ' ► 3/4 � SCALE 3/411=I`-Qf' �. I ! I cq oo Q� ' T � SOLID GROUTED j / 1 ) � 4 y� " r- -� _- R E ; P� 1 ! - LAP TR I J `I _—_ -- cl 4 �' NAI l._ gC.M.1,�• WALL GYP 5D _ % -0000 � FULL HT kALLS .--- � U N CD)N R Y -- I,�,) / 12 -1 � d 8' - ' % cl o( RE I, PL AN • NAILING P,LIGN W/ PATM'� ) [RE. PLP.N d _ _�_ _._ _ _ *I� _ -� 2 ,� 4D 5LOCKI N G 2 4 CONT • PATM 2`� 4 - ,._ - o IUNDARY LEDGER RE ! , r o IfJ %4 I� d T E 1 AILS H C.S NAILING - AT H TO �LOCKI NG \ -2 4 , SI f`�1 S C. ,{ 2 16 5LO C I�1 It y _ _-- 2 - I 0 do l -- - - - - \ i - jjf[ I ti 1 • J I . _ WALL � sou t G ,/ , SI MPSON LIT 19 �_ "� Q I , 4 x (n 5LOCKING (2 ROOF W / 4 - 16 d= 4 'r�� 14S 0 Ica 0 f� /2 MAC _ - MIN. 6 -1 � - -_ - ----- �� 1 / ASS F �� %2'-- -- . H 2,5 _— `� PER T R 1...1 �S If TO E N P\1 L-S PLY IAO O D f - - r, i RE : PLAN - - j - -- 2 -# � CONT, ; V2 - _ 4 I, RE. ,p PLA.N - -- q !,_ 4" 5OND BM =`, TJ/tea -_-_- - TH SIDES S CONT -� I %4 � � AIM . �EC. L E 0 G E -- -__ DOU&LE 2� JOLT NOISY W/[J210 2x 1O E HIT � TJI R �_ ( I - � LAN - _ \ - --- p R� P RE : PL AN - ---TRUSSES • (ALIGN I� / L.T T I q ,� -_ _ _- L. S I E. ICJ ED w S1 M ,C , 4„ 5 ", - --- I A3 ST E E L SEAM �--. �- ,� LEDGER 8 L. Nl . U WALL � TRUSS e. EA. TOIST W 3/� �' A. �. RE: FLAN � RE � PLAN FOR / TRU S REIN %4'� s1 DE �s R �� '• 1 ( S ,1 (Emf5ED S` MIN.) PE ; PL.A4N W � /� � 5o�.T T��SS �' i4 x3 x I#-O'' � � L. - 5 ' � X O LrTS � R G F� 8 RE P AN W / 2 /8 L P, .• - G L g AID 1 T 10 � A�� I A RE. PLC N M1D HT, QF CQL.. TS, C0L, r� r SECTION I T' SEC,T 1ON G I I SECTION H I I SECTION T- I I SECT I ONK I I 1 ON M- I I - " _ '-• '4 SCALE../- ` - I -O SCALD.. /4 _ GALE . 4 O I _ , �, _ , ►, SCAL E. �/4 '' I �„ SCALE ; -S/4 � t MALL END I./" ICE. W E D •~ f 1 T EN D Ft �A .,, RE � PLAN FL) LL FULL ENETRAT 1 O N ,� PENETRATION TYP, P 3 - bOI...INDARY N�1 LING I STEEL_ BEAM t FLA GE SEAM /6 2�-� _ T � �� FLANGE. � T, F3. N .. :- /4 �4 1 RE, PLAN f , r�LEDGER � T.O, S. Ti 1A, � 1 TI V ' sI To. s, �� _ o RE- PLAN RE ; PLAN RE'. PLAN RE ' PLAN ELOC.K I N G 3 ,1\14 : IEND I Yl /4 STIFFENER It " _ -- -,` ft o " Q 1 ; - #--- G L_� 0 ! __. 000 I , °, � I I 2 x� KICILI�.R �, - a 'O di 10 7 4 4 2 �} a ' _ TO R0OF 0 0 ' _' l, — I h T 1 1 I i --► ail F �/ 3 3-..3/� x 4- x I 4 x 11- 8 �, r 1b X 3 ,� 2 �' -- - r � �4 x I 5 Irz Ire ,r - I } 3 „ ", I I _ - Irk/ / 8 5OLT _ C7 L E Ft- /a x 7 x Q - G �2 ,, sTI FF ENER F - /� W/ - �/a 5OLTS w / 5 /8 �oLTs /8 bOLTs _ .. ' ' W/ 2 - 3/4 ( 5OLTS l� `� DETNI L r 5 > / I O 4„ 3 ST I F F 1E N F� PACKER BAR - '`S �' %9-' S 1 D • , .r I I � + W/-3-I'I QoLTS , 3�z GA PRG FL J%8 8, 0'- q ► 2 � # I '' =: w C T S, COL. W/ 2- ins - O I-IOR12-. ;� a T S. CO , F OL, 3/ CORNER ,_ t 16 31-0' 1-# E x 2 6" u ERT `CQ i RE . PLAN BARS 3 4- VL-JL L 7 L L u :. w Y 0 Y cl a ION �E T N R I CCT NSECT N IST• C� ITI I SECTIO N I I „ ' 3 I — _ 1 I C A L G + �/ 4 — 11 /"1 L i % `-'/ f— t O r SCALE�CAL.E. /4 I O i REP PLAN FOR _f T.O,�. ELE.VAT1ON - ` N- RY NAI 1NG HW 5.25 SKEWED t E30 u u� L bOU N DARY .------ 4 CGNT SADDLE NNGR • 2 - O Y -_ RE , N -1 1 FOR \ NAI LING t ,�. �-� CONN. TO T,"N COL, I �� _ O ,, .� I C K 4 LNG __ R /4T1 rFENEI 1_ ST � 215 48 c 4,G 5 L KG T- - o I P.35F ( 24`'� GLP PLAN _� __ ,/ r �5 j o 1 FI) _12 STEEL- a, 01 -�■ A v K R F INTO EA I"t L. Y — =- ------__ RE ! N -- I i ■ ■ ■ MAS- � 1 F�'/4 EA. 51DE I �E�1'� i�O�KET FOR CON N. To o T 2-3/4I" A.13. 7�5. CO. � !rJ / 2 �4' � � L S _ � Y i , s orz I ,, [RE PLANT ,s �/g s - _ 2 �" W 5 - 7/ 81� �OL.TS C IAT E 9 APRIL 99b, TJ L. - O © F / I, W/ 5E ARI NG (5LOC,K �' 1✓t �1 Irk �� --- I, G M GLP I, - 1 , , { � CHE K • � ,fir I M II , I � ,I �� , „ tf I � BOLT � 2 8 I I JOB No. 50 �5 '�� X 4 x lk LEDGER E T _-H 35 HNGR 0N SHEET �SK�I.JED TI�U55 � T,S. COL ppSCkLE 3/4 '' - I I_ It TEL {20�r 324--6160 -- - - -- I _ M � s- --- --- � } �• � _ - arc � t I '1 r IAll 1605 1� AVENUE SUT� 18S E CT 10 N ff)ECTIGH ..r• 11. 5ECT ION Wt--m 11 _w• t 10 jtom/ ' � �PLAN.Y- - S�r��-'T R 7��7u�JM�ON �r: �' ..: SCALE: 3Z4 I' - �11 �CAL� =/�}I, } _ �,� SGAL =/�-'1 S : 3/� - I - - C1A L � :� 1 �r. � - - i 1 I � 1` t VARIES RE; PLAN 11 _2,t M AI - 30'- 0 4 xlnjTL)D� STEEL 5E A\M F P .Y W oOD ' T. 4 B. i RE . ARCH . - 4 ` x 1(D G AI ST LAD S 8 GA TRACK � - - PLYWOOD •'\ . r.. 4 1, x 18 G1 . STU,IDS I�" alp _-_ f R � - -- I''LY W OO D • __ IbGA x 1%4 � 1% t '` I o d Q 01, �'" (0 SCRENs C6' % {2��-O'`� i � � �. .- �;� 2 l`1 / ,- �/ I �,� M I S H T fsTO FLYWDoED r Y � w a I r = [ RE . PL AN 0 Y SCREW 1 `/ E! a U� BRICK VENEER I 50 U ICI DA RY NAILING - 1 4 x 6 �TDP Jf ' � �/8 ' PLY IfJ O O D 49 WIRE CONT. T I ES f r' W 5 8 5OLTS @ 48 / # I x (� BLOCK I Itil G j, , f c-- ;-- 1,•1 / SC.R EII S II 1 IBGA. ,�4'' STEEL I W /2 -A3�F I � ,- STUDS � I�'' % �� {f CRE; PLANS 2S'- Gil � .xf x Y `� 4` 18 �A . ST LI D S a I G '' -oil yc L 3 � � x V4 CONT• J N AR , 7 �OIL,I D 1 ' f y NAIL.INC� -/ y e / I ' w !� I a ,,--10 d (24 rL C bL OC KI N •,� I� CaA. CLIP L PER / � � r ' � � 5TU D �g - - — - ----- - — - — ,/ EAt STUD I.J/4- ►2 SCREWS 12 ERE;01, PLAN I -- _ _ t r `, ti i MPNI 14 U4 H NGR FYI � # _ 12 G A,, B E N T I �" r • � ILI 0 J [ RE PL A.N ] - -- --- - - - -- - W Q' O E. 4 i' x 20 GA , STUD ` 5T-.ID 3/ EA . IS k --- E. � w • � f f Icy - ! ' -_ - # �..__ ELOCK I NG ADD I T I N AL 2 8 SCREWS _ 2 x (� 2 12 SCREW A � W /U 2 6 HNGR I�.1E LD � ��;CK v j' �- KICKER E OVER 2�- O % /3 2 �' CI _ CK R - ST E E L 6 E-AM 4 ,� 6 Ft } ,, (�E ; PLAN DRY V I T - - 4 � 20 GA. STU DS '�, \ ! 1 � 8 I t (y � I /G -`.___, '. i II 4 n 20 C-�A• STL.IDS 4 l 4 x 2a GA_ KICKER e 48 % / 3 8 SGREI�,IS EAa END ,R Ile ill '\x \4y}X L.�CAS I IC[��1� `�� If �. 11Q s \J `// o/j /\ 4 x 20 G A , STUD 16 / N I<> ��/R�E W s EAit, t E NP 18 GA. TRACK 4 I` x 20 GA, STu D5 a 16" % 1nIINpOW SYSTE M W / 2 - # 8 SCREW s PER STUD CEILING RE . ARCH , ' 2 8 ACRE W S R E : A -12 FOR ,n- - L ANC F �C_ E)AL_�N C F PER CAP-, E O S Imo! I N D O i�I SYST E 1�! r ^ SEC T I O �1 A -- ti 2 , A / ! if RE-: ARCH. SECT I ON A 12 SECT 12 f k SCALE : 41�- fl- a'' SCALE : -3/4 t,� 1 }_ CD ; y ir x , KICKERS MUST E5E INSTP�LLED SEF(DR E)RICK VENEER IS SET. SECT ION C- 12 SC AL• E. �/4 ' ` = 1 ' - 0 y' 1 21-0 I. -- - I 4 x � �LG CKI 1�u- i,_ �tl [RE,LI�� NAILING W �A'�5 a �4 /� ' H 2, E P LY I�•I O O D � 1 __-- %x /Zx�4xI`- - — --- -- — --- - - - - -- - - - - f - - TOP C H I � u / W / 5 �O LTA �, j - OF TRU_�� ' r' 5RICK VENEER 8 C,M.U. WALL. A ,/ ROCK TRUc ES _ t, [ N� - , w TES I �I1 �, o L I La T (p�J) E } \ 8 1 � A RE • P L A N F! �1 � ti� I �,,,� E r / - T S, Co L. R E A -1 O SI 1`�1 _- W S FL , a _ #, , DOWEL TO MATCH I - o o WI RE r 16 /� I � � 12 O A =� REINFi TIs. COL.- RE • PLAN ,_ _ " V4 EI Cap L 0 0 bks E. ft /4 x 6 x O 11 OMIT COL. r �7 0 0 1k \ TH I s aE SI M. �_ FL /; x 4- x. O 1 I W�2 /4 0 Ex\F acLTs D p LE C�ER 2 " !+'Id) EA , E)OLT5 � �� G L'` + ` NEAR SIDE I _ _ Lul aJ ' 4 - GROUT I , I ' 1 I, I , 11 1 /4 x 9 x - - ; iI AP �'' \/ERT ICLLY - - _ Ir EWN (L.E : P L A CRE, p L AN 1 G -- T R U S I W J� 4 �- LT SLOTTEDHOLES GROUT _ # --' FOR 2 - 5/" T� RE , SCHED. ) L . L 6 ~. W / 1 ,1 4) E50LT NOTE: COVER ALL- -' F IN c0N T jjr�1\ L_ 5 x 54 I (/f +�i - , ' `G ST E F_ L } f • C T ` 1� \J{ I l� a� r a 4 Ems, CDRNER RE SCHE I , III, JUNtBOiY1�� i, EA. SIDE OI" TRUSS TIC, COCOL W� 3- 3 TIES FOR DEPTH ,� r - W/ SOIL W/3 of �r CK \y WI-45 2'- 6 HO, _ 4 !! CON C. 5 LP.b EL EV. lei / 2/4- A.B, TO MAS a 542'-6„VERT. RE', SCH ED ULE FOR SIDE REiN�I RE'do SCHEDULF. FOR _ SIZE REiE `�F+ C - 14 /4 3 _ _- �SECTIONE12 SE ION F 12 SECT I ON G - 12 SEC H 12 SEC I ION J' � SECTION2 scALE: 3/4- ►= �, _ �11 C.PAL E : /�- !� ,_mot, SCALE : �V4 �� = I'-O`' i SCALE = i 41� _ �,� SCA LE �� _ 1 } _ o„ CASE ; 3�4 1' = I , _ a., Y /4 ERICK VENEER STJKE�RONT �16 RE ; p,RCH. r' l \E " Imo• 11� + � C ' " MAS , MALL �4�cCo f A4 • • . RC. Awe PLAN 5EYOND # �- � 8 Ft. PLYWOOD /� - 5 �. 4 8 '' / i f rZ Co In) 2 CAW S v -T r I,t o � -��' .. � [REwas ' PLAN] �• U. -------- --- --- -- - - - -- --- -- - -- — - - tCoSLAB _ II ,t -, T � I_p 7 210 T ,T� 6 O TRL SS 2�c 4 C u I o L 5 x 5 x /� a■ I '� LTV E L U N i • WOO -_ 11_0 MIDI. 2-b" GL t r 4 ,� �, 24 8 A I 1 ` ` - 1 - , e PR - 1cl 2- 2 x 8 E: PL a. N . t /4 EA SI DE � G , 4" M) {, - 2 -#5 CK �H � �- � TT0 N1 C HO R� ERG x O' - 6 !t 4,t I ►! PANEL POINTS r�O. ISM ICI / 5 ,2'- G" HOR.IZ, ft EAf SIDE RE PLAN x 2'- 6!, VERT / 3/4� 50LT .-- HU 48 HNGR - - -- r �\ RE. A -' 2 - 12 -- �R.Ca t /8 � ��z � � -a �. 3 � MPS , WALL 1� �. $ % - t Ft 5 . /8 x 2 2 W1 2 - �� 2.'- 6 Y SC ALE/4 " = I o ' 12. RE: ARC M. _ OF SECT 10N _ VIERT� - - - - HOLE � � 324-6160 f r 5 VERT$ M J - I - CONSUMING ENGINEERS C , SECTION 1[ -s� iE�2T t __ :5/4 ` Q `' SCALE ' 3 8 " - L'-C) t i► _ EATMEt AS ING TON 98122 SCPLE . , - - 1 -- O KCAL � • 3/4 - I - Q SCALE, r�Z - I -- - " -f r _ NL I i S!'r VARtS D REPLAN � M PAX - 3o'- C)" - 4 118 G A . STUDS STEEL E)EAM IPLYkOOID , S GA.. TRACK T. Be� � RE; ARCH. � _ -- 4x I b G A. ST U D PLYWOOD 4 `' x IS GA. STUDS I�" % 0 .---- - PLYWOOD ` 1/4-xI/4 , ►, IOd r, o/ � 2Q - � i --p W% (= SCRENS C6 / __- I_ , HT. To PLY WoCC) b J J- I � f- '-'� [RE' PLAN1 � � f`OF �TUD� SCREW TO E, STUD ERI C K VENEER � A f ; F W T1 ES 50U N DARY NAI L.I NG I l{ 4 x b 70 P FL f' E/8 " PLY W O O D q WIRE CoN7, W / (3 TIES 8 BOLTS 48 �� -- -- �: S/'1 ) '� i W / # b SCREWS � b /. 4'' STEEL! STUDS (a I� /� ,� ° ERE;/ PLP.N 1 2s, - b �' ; 4 I x I GA. STU DS I L'' L_ 3 K. x �1- CON Tr / a�U I DA R y \ y N 4\ I L. I N _ 2 L_ S xI f 3 fj Ib GA. CLIP L PER / EA STLjD W/4- 12 SCREWS 5TU C) j/x It �\ ` # ERE PLAN ] I r H2.64 5LOCKiNG - I f 1`2-` ` a 15 - a 3 W/ U4 b H N �R MAx _ I \ 12 GA. E)EN T LLJ [RE- PLP\N cl, PE.R 2�� 20 GA, STUD - Jcb t. ,. % x k .! I 1 :' s ,i STUD 3 EA, S1DE / �~ i // / ) _ 8 SCR # M� -2 x b E)LOCKI NG AC)D 1710 NA,L W /U 2 6 HN6R I ELJ F tCK '` OVER ' - Q `. f' � KICKER �� 2 cl - - J J STEEL EA\M TRUSS G L S 4 x 6 Ft W ve) 1�OLT S &2 �, a� ►+ It 0 / � � / RE . PLAN - , 4,2aGP\.STUDS DRYVIT \ 1 . 4 � 20 GA. S U D S Q 404 ,� 20 GA. KICKER e 48 co r 3 - #8 SCREWS EA. END /x 4 y• 4• 20GA. KICKED 4 ,� 2 A. STUD Ib 10 _ �jr __ lO - SCRE W S EA, END 'x t I ��. `' T ACK 4'` x 20 GA. STU pS s I6" °lam I�IINDOW SYSTEM 8 x 4 R RE. * ARCH, f w/2 - SCREWS PER STUD CEILING 2 - # 8 SCREW S RE A\ - 12 FOR •~ • SAL AN C F_ PER C)P\L P\NCE. OF SEC.- ' ! D SYSTEI`�1 � SECTION A-12 w N Q N C1 , RE.: ARCH. f SECT x t SECTION A 12 Y MCA L E MCA /- _ '<> � \/ t 1 KI C KE_R� MUST 6E INSTP\LLED E)E-FOR E�RIC.K VENEER IS SET. SECT 1011'* C- 12 l�I N� [RE NI_I�N b �LDC j iii f \ N I O [REP I''- NAIL..-IN:a IH2, S PLYWOOD �-- N . � . •� . --� L � /2 x 2 x 4 x ' - -- ' t)LCC K1 N G VA\kI E -- — - - - - - - _ E _ 3/� `' LTS - --- - - - - r TOP CH RD 1 r� «- �OF TRUE { �RICIC �/EI EER `\ 3 C,M ,U l{JAL.L. !1 (LAN.3 / W/TIE. s I6 %.,` E; PLAN SOLID GROUTED 1 I DE r . � FAR � F� .� !� ..: I b ri � � �` � TfS,, COL. REA-10 SIM - *444 I o 0 iDOWEL TO MATCH i I 2 x 12 �.�_ _ MAS o O ' lr I RE �. REI N F, T, S CO L, RE = PL AN - - - - _ SEA M Co P E o o oln 12 0 OM IT COL. it Ve THIS SIDE SII�r f�4�x- x O- #�I� - W/LTs �.LEDGER 1 R E ARCH • N EAR sl DE __ --- /�.^/yr : r' _✓" . .{ • u �, 1 5EAM CONT. j 1 I GROUT -� ' , r ,f - �--- 4 �'_ I ' 1, _ - , x x _ 2 ERT ICr� L. ; -�- # AP _ N W / •44 '' to LT 5 PEE. PLAN �RE• pLA .` rJ SLOTTED TRUSS _ _ S L T D GROUT # FOR 2 - 5/ FLTS z , RE SCHED. '� �'� �" W/ I �DLT - N OT E ; COVER ALL IT L�. LS x X /4 1 ERG I / , #4. EFCORNER RE�SCHIE STEEL ►N coNT CT JU 150 ,� A Iwl S, COL. I r= E A SI DE OF TRUSS I �_ --1 , W1J !)- STIES FbR DEPTH ►.1; !I t W/ SOIL- W/,5 OF bR' CrK �� W/ E 2 6" HO I „ o CONC. SLAB ELEV. W / ��4 `SAE, TO MAS. #� 2'-b" VERT. �. 4 J` RE 1 SCH ED ULE FOR VARI ES, I �" U I EIN RE: SCI--#EDui ULF. FOR �__ p,S , S E R Fr Mr cl D 1 SECTION 12 3 E ION F 12 Y4 SECT I ON G 12 SEC� 1 ION 1SEC� ION J I . _ SECTION 2 ALEKCAL E : ��. l �_ :, 4► CAL.E ; 34- ��=- p, SCALE : 3/.,+r,_ a SC.�LE�'` _;-o / gRICK VENEER SToI�,Ei=PONY RE : ARCH . RE � P\RCH. A __- MAS, (MALL PLANS � ��.YON� PLYWOOLD #E�48/ 4 8 FL .zX.Co \Jf 2 FOwS _# r RE : PL. AN 1 - - RT. u . � a � --_ ... 2)( Aq C U R 13 TO I'-o ` 7 2 1 .f" T J-O TRUSS LE 5 x = LEVEL UN 1T" T'� . I f_ ( ' ' - \-s MIN. _ _ _ _ 21-6,, do 2 y �� 2-2 xS DATE lfaF��L'i �- EA. S1 DE DAWG. 3A W / 1 It (t LT's I 4 , _ W / �� " �O LT - �'- x+ t r f r 2 O'- b,+ 4!t BOTTOM C HCa RD � ,, PANEL PSI' NTS � a t S DF. RE PLAN JOB NO. EA 1 _ . - __- 1 5� +b HORI �f 3 �, L ,, l f', x 2'- b' VERY / W� J4 EEO T _�-- HU48 H'�NG►R Y . f 5 4 _ - r R� A C O I 12 T SHEET E T ERG . 6/8 � z x 1'-0 �� F 3/8 x 2,k- • MAS r MALL � , ,f � - W/ 2 5 b RE: ARCH. _ OF SECT toN -A 11214 elf 24-6160 T r. r #5 HOLE VER { - - i 5 ]IMMA +r � ` ~ - - _ _ -1 _=Go CONSULTING ENGINEERS -�.y- 1.V 12SECTION _ i . EC I� 3 � _ I O" S CALE; ' --O'' " = l �- O ,, , f O / _ �� r t I 1- = v SCA L E . 5/ 4 - # - O CAL i - ' - J • 1 _ l j k METAL. ROOF . • 8' - �! t o 0 Ito PL•YWooD 10, If A CH, 1 0 X -- 4 x IS G. STEEL SS TUD8 15 GA. 701ST C 24 1 R/�C K A - Co, 16"% P W/TR•CK T, t�. o"' <>/ � Y \ E V 8 I x 20 GIAf TRACK KICKER EA. JOIST W/ 3 - # 12 SCREW PER STUD I 11 18 GP., T RACKI PLY wo0D W/ 3-#12 SCREWS PER STUC - ERICK VENEER _ 6,1 x20GA_ STUDS e 24" �Q W/ TI ES -` Q (3 ,� 20 GA. STUDS LY 5 �+ \9 11 0 f a D 8 PLYWoo2 �T 221 s � 48 �� x• (ALIGN W/ So1ST) L RE : A - 12. - # � ,, o� � / � � sC R� W s Co.,c � ��. Q - W/ h SCREWS b c W/ to - 16 d TO JO1ST �v-' ^ CCE H TC. H 4 10 - -x12 SCREWS T4 RE ' C H . , ", , � o E � C H . � --- A � y - - AR ,� 2� GA. STU D � _ � 24 �� - 4 � 8 Ta P F�.. - - To. S. - Sbo PEI rTEE� SoI�_r �, RE : AR,.�H. - Jo I ST STR �. s II , a RF ; 1=RP\I" I E [RE', PLANor ACCESS HATCH u) � b'' 18 G/-\, TRACE , _ - _ _ RE A -I < REj PI P\N � It C. [ RE f PI`AN� 5 1 3 6 O'- '' 4 8'1 �` _ } �, TJL S 11(t L. kG a 24 �` - - -- - ti IL 00 0 —11111 NN II, <> <> VIE 2 8 VERT, EA. SI DE III<> 2-#4 _ f2 'r..aAP 2 >.8 TOP It , IN 5CN D 5EAI''4 L. 16 G A. IL E3R1CK VENEER I W/TIES 1 /8 2 .. !2 .. 71 , I --_ - 'I C) 4 x 18GA STUD Y 2' SEAM - U ` RE ` p` I 17 FLAT L -_. PER V.. @ 48 )I % 4 X 8 5LOCK�1 NG E• EVATION R EL IIII - W 648 HNGR EA, E�ID ' LONG LEG TRACK i F� �s x 5 ,� C� - S E A, L .. •' � _ F O 4" x 20 G A. STU D ER L 3 r ! � L E D G 3 x x /4 _..__._----- .- __ 3/4 �" � �U L.TS ----_ ix 4 x � RE; ARCH. ERA,NiiNG/�," A.�, 24 �>RE I-12 FOR WELDINC� RE: ARCH• �� - ; o - 2- CAuj NT . - DLO PED �. x kj T,0. f f -' �/ g PLYWOOD 8 T S 1 RE ' PLA��i _ _ C RE , PLAN ,, _ - C TR C1: - - f -, �� I o WINDaW SYSTErg -, _ r r ' 18 G A. STUCK S R E. + ARCH. 2 - � � CC N T REA Lo ` ` R H ` - � C iCl N�� I t a � � `� � --'"-� --•— �� o . s @ 1 lc - RE : P,RCH 17 - o vs Ito �' L S n S x 5/1� cl RE; A-12 FOR WELDING - � .. �Q�--� C) % � QTIO 6 'E�) 4 t + + 40 O..rr. ' f�Lf.. REj FRAME i i- CMU WALL / 15 GA / TR ACK L 6 4 x /4. ,� 1 Q ( • P 13 .. W�%2d)AB,C.2.4''% V2_�8'; k.E5, E•PLA1 kl IS G A, STEEL \ L I� G A• x 2'� 2" CONT Y W/TRACK. T. 4 6. low D RE' - 1� . h• _ I f�, EA. STU �, 4,�, �c 18 G�.. ST U D '* " ��2 - 1 2 �C. REWS _ Cd Ib 4'' � 20 GA SOF FIT Y • PER ST U C _ J"O1 S�` � 24 �, `% RE : AR CH, RE! A.�.C.H, j, � `r FQR CHANGE 4 � 20 GA . K1C ICE R - ,� _ ____ n Q F b1:. I K To CMU I I> OIII<>2- 4 � a �x x ' C.M.U, WALL . `max ,-� ` oR ERICK �R1CKC RC x r 4 x! S GA• TR AsC K RE H . X x r 4" x 20 G f ST U O IIS 1 (: L" c k �- ROUT 3 CQARZ)E �- �ab.lD (TYP. MAS , OPENING) CEILING FRAI�''1IING t RE ; ARc H. x- x� R Arc H y x i t _+_ T - I ACT IOC - I N �3/q-�-_ 11_p�� GALE- a/4"- 1'�-Gr- SC A L E. 1 RE a ARCH. la GA. TRACK 121- 6" �� 12►- b`' - , :. OIL — of ------�. oPP. ' r. 5RICK VENEER 2� 1.�1 TIES # " or �-- _• _ 2 4 /8 P1_Y Wooer - � 24 -- EC�C�E �JF FP.SC IA = RE, ARCH. \ �FRh\�11N G t . 2*1 2-�0 L_5S SLoF�D L S x s x 5/+� -- _J-�- 4' X I S GA, STUDS �. !� ` 1�E ARCH �- 14 GA _ x 1 rq X 1 CONN, _ I - \jrS T U D W A L_ L.. -� H-13 OPEN ,. 4 W 21 x 4 4- dd I y E ' x 18 GA . STU D5 I� � SKEWEC� SEAM . .r X � _ " � 1� G A _ X �T �AF' � 8 GA. E L D To EA/ STUD 4 x 1 6 G A. STU V S PE R P L Ail � I D w 14 x S 18 rA_ Tf=SACK. DoUKbE .�TUo I , REP , ARC H . I ►� Lx�x/fix I -o LL L�� x % xo'-`�" - [� �L x I8 GA. �� DOI 15LE STUD M� WA � , tc LT S U AdK FLyL I400Ds_r (\/\/,/^\/\\J\/ E A, S 1 D E DATUM W` �.1'�l N T10 W f\VL rr �L`- Q ,, R r Y RE ; E 1 � !/ � � f E i PPSR(..H. CL �. 1F RI 4, M E I ON �ET 10 rA D I S. SECT ION E 123. T 0 �M 1 3IIIIIIIIIIIIFRO IN E L E V AIT, SCALE 3/ 1 - a'" SG L = 3 1 = I ` - p 11 SCALE. - 3/4 ' ` = 1 `- o'' In1 E �� v .� ��I L- L F U L. L. RLY W 0 oD NE T A )IN \ PE . R �,� TOP = �oT TOM � ` FLAK CaE ` l j TOP 4 50T TOM _ I4) f5oL_T IN FLANGE RE; PLAN ..- .._ 2" VERT, SLOTTED 1 O o� • 2 7 �,� 10 p� cti was _ - HOLE. SET E)GLT , Io a� � -�■ e TOP OF HOLE j �/4 CAP 1 BEAM I f ` 0 c ' FAR S1 DE I } R E• ELE VAT I ON o, i PLAN ,1.1 LN 1� ��g x 5 - 10IL . DE �� .SIDE bRG fL f5EL W i 13 -51 1: EA o M- 1 i _ is 5FAM RE` 3/8 END 1 BE 1"1S ' - I - _ . DATE.I�- �lL �994 — W PLATE i� � ' i � 101 i0i �` . --- (SKE ED ) _ 1 ,0110 € - ,-- - , poi O' ;*DAV�/G. T,A ke 11c� oLT� ' �� 3/8 STIFFENERS ERG- 1 a x 4 x 1_ S,-S , y f W _ �E CHECK RH JOB NO. 1 9 So Ste" 6OLT i � , 't 3/ 6 4 x 1- 3 "' i / 1 SKEWED BM w / 5 - /8 ' A) 6O LTS - S rR - � T N L { 5 ", _ _ SHEET ; 3 1 /8 END k� 5 L �-'' - I'_ o" -r /8 STIFFENER It SCA E � W/ ! o /8 � �OLTs . F Col_ TEL. (206) 329-61� . RX =__ A 3FM y \3 14-11 < f; _ NSUU G ENGINEERS r +LjjS{` I _ ECTIC�IN J i C _ L SECTION 15 ►f '- " - 1 - o GALE . /4 " .. I �_ �„ '+ = CAL E : 3 4 '" _ _ '! 1605-12TH AVENUE, Surm I8 ti , - 3� = ` - CASE _ o - SCALE % �4 l - G S / I H 98122 DFt- ' - - 5 C � L E - 4 1 � _ SEA`I'� E, ASiG • l • f . -' Qoda4POp0 , dL a RT Y X 20 Gam. - BTU D CONTT ,� 44 x(n RIP To -- W/U 4 (:> HNGR LEVEL UNIT �---- � _ _ 2 - # 2 SCREW W - - a U T R. T. U I � o 0 /" ` 0 ° ' FENCING 21,8 SOLID RE 'ARCH x ______ I �a 6G - - - --- ,� I SLEEPER _ EP., SIDE &L CKIN � � ;-- W / /s 1 _ � 12 SCREW - PLYWOOD �/8 PLY b�oOD C 48 ' % y Y21'� LT S TO EP. � x ,1 Xx 24 `' " ATE EL. STUD5 4 STU � CON T� —� __ --- HD5� HNGR -- - MID LENGTH 2 x 6 W / L5 2 ( HNrnR --- f - - 14'' - USPEN DE.D 2 x A .� DO U 6L.E N CEILING �2. �L5 CAR ROD TO - W � 5" PLYA0CID KICKERS `' C) E C) LT - -r A . A L A M w PAIR HANDLER LAN17 �P/�. E (�1/�•IL W/ f + 61 i i RE' ARCH, Ats 51 XZ-) PENDI- D f - , CEILING-� z 0 'z! o --SECTION-3ECT14 0I E— 14 SECTION F-14 SECTION � I4 I �- I SCALE f2'I = I -O ��A.--� ;/- ' = 1 _ �- - SC AL E . 1/ 2 - 1 ' SCALE : /411 I f - O" sC A� F , , �. 1,_ o„ SC AL E ; J/ �J : ;ova ! Lj T_\- TR IJ ` J L �TRU` j T w 1 CGROUT SOLI D -- 2- - - - - - -- - cl _ E A�=. H O A . STUDS I-E�TI= N D - �T! � D� - .� � ,� �, � - 2 G � I TO I��`1O �- PLY Y W OO D � M I� � .� I I" � � I DRA►= T TO PS R E 2C� GA. STUDS PARCH. FOR LOCATION _ T J S \ I� /C Ir x , ___ --- 2 -2 x 4 DUU�LE NUT ,F (LOCK TIGHT) •} 6 2d G A. SyT'U D 8 - /� -- 4-- 8 SCREJS - �, x 2�J CAA, ST��uS Imo" %. - 6 J 2 G A STUD - �, ``� a o o , FLAT WASHER 2 ,� 4 EA. Sl DE 4•'I x 20&A. ST C) C.48% DIAL, 5RACE- <S'-J f t, I 5ETW EEN EOTTOM _ _ .� KICKER S 4 1� — DE boLTPOINT CHORD PANEL ICI NTS �-- CEILING C HOR NODE FOINTSt �. C E I LING 6D x 20 A. STU D C `- �1 U \ 1_ � I o }, RE 1 ARCH - - C E ICI ;-_ ROD H N � R FOR HOOD j��wfy�)A - Q HOR1 � 6 \� - - - r fi E_ AR CI--4 . _ H . , �ELa� SEA _-�--�� .� - O D FOR M E\ H. UNIT F E_ A\T U F<E , SEAT RE • C- I I 4 I __ • r - 41 20 GA , ST U C) 2) 2 1(= ` `�/v _ WALL MAY E y T F= N D Allf . TRACK _ GROUT SoLID VERT, REIN _ bFLOIr•.� CEIL-IN� � E L� W E3M dr \` � - _ - �' �~`-�----_ - - - - •GYP, P� � A R. D L -I RF -. �I� :.:. I� • RE FLAN CEI LING : PLAN CON T, TRACK ATTACH EC�C�E J-OI.1T RE ; ARCH, MIN. CE LLB RE EA F'. �OLT� - W / / ,. W/ A TO C- M l 3 4 6 '' Xc INTO 4 x 2O C� '1, R.A. V4 L- - ST I-) D � 4. - GROUTED CELL ST`U D •�.48 �`" f - E C T 1\1 14 CT SECTI�� 4 D 1\ K\ 141 MINIM 11 �I 11 SC A L E : 1/ 2. = I ' - SCA I---E . --%�}- -- - Q �C A LE • 1 / 2 -- ! O 4 R PLAN ) U MAS , WALL . 2-94 _ ___ . • K E : ,�.�. . }- . CCNDENS R __ - I E b0 NDAI , NAI LINCa ENS GF t M 4 x � SLEE PERKJL f � 1 8 x �iI " LAG MI lei , 4 TR U S 5 E'er � '"� l,I 1 � � � PLY ��l 0, _�D _ , AS 2)H OWN RE. ; PLAN ] E RE PLAN ] -- --- ! G L 0 -Olt L OC K I N ..a -1/2 ---- DOU bL E NUT 4 1, cJ r LOP W/U4-6 HNGR -- - I 6 AS REQ I D I �/ T FOR HANGING -1�___T, J �I D �,�� E.R � L � T I Q (�. M ECH, UNITS 4 n 12 LEDGER - ST I F - F- �I / 2 -- E A 1 , °� `� 2 )(�A . �I DE _ Air___ x DE W/ /a C A.6, 24 LT W/ %2 ROD SUPPORT W 2 - *�5 21- �„ NOR I Z, C PAIN E L FBI N T y I —I I T HN R 1- 5 x 2,-� � ,. V E RT, U u , 8 CMU 0 Q a j _WON 14SECTION SECTION L-14. I4 AL " �}; 1 f- Q'' 50UN DAR`� NCI LING 10 J L 4% .-2 EARII�G �LO�.K 4 x- C�1T. L_AN ,-�r� 4 �Ll� [RE- �L�.N i /4 T -� S Q�G [F<E'� P ] C,, Fes' aD T� �' I� PjY �I P.I�I t.�I F, \ W % A35 � 2.4 I . �L J C. K I N C� W 4 '' 8'' l� TO + x- ES FL ' /4 T, FLy W ao L CT R u SS x O� 9 LTA 7 EQ , -- L� 4 3/a x 1 - ICI / / - A. _ _ --- �, J / 3 2 X ICE 8 CAA. (TJ/80 r S1 M, — I%2' Q W/L��IO HNGR I 2 - `i'J L �1 -- 7 - /4 TP. SEA �� J DAT E 9 APRIL .19-9 0 T Qf �, - iL_.__ 1�,` I I�2„ - W/2-3/4" M,�,------- 1 G LE) - -- , MIT HNGR 2 --- 4 x 4 -- a - / T U5 E f� S/I� x� x 2'- 4 DRWG. W / � I'' 5OLT� RE. D-1 I C M 8 Cm u (2 S 10 I �,I M . `,� �� CHECK � /4 ►' E A S! DE SHIM AS REQ ` D �, /� k4-1' Ft EA. 51 DE JOB NO. 19 50 M, 5, SS 5 � _�.-- I 16 SECTION - I SHEET 2 I �� It amino - T � f CO L, Tj.G�L - RE l PL ANC %PLAN TEL. (206) 324-6160 Y • �� ' • ' - 1 a & Sq INQ CONSULTING ENGINEERS - : - -S-14- - -� T V-14 IGQS 12TH AVENUE, SUITE 1$OE - - - c j ,! _ �f ! - + _ i' �� '' : - #} SC �4 " = I _ OI, SEATTLE, WASHINGTaN 98122 MCA L E %/- it = i ' _ O �C,�. t.._ E ./- - I - Q SCA L. E 3/4 - 1 A. L / O r l- I" I .T,[% J.. *I A. �, of, A�` 1. 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