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C. 2X6 CONTINUOUS METAL FLASHING 1'-3" 2XB W/ METAL FASCIA METAL SOFFIT AND TRIM FACE BRICK TO MATCH MAIN BUILDING ,�- 5` SONSECTIO SCALE: 1'1/2"=1 HOLLOW METAL FRAME W/3 ANCHORS PER JAMB 2" AND I FLOOR ANCHOR PER SIDE METAL DOOR n r v, n 3/4`X1 1/2" TRIM PAINTED SEALANT (TYPICAL) JAMB SCALE: 1 1/2'-1 A B , OPE ROOF MATERIAL ROOF MATERIAL TO MATCH MAIN BUILDING 2X6 LOOKOUTS AT 24"O.C• TRUSS RAFTER AT 24" 0. C. ALL MEMBERS 5/8" ROOF SHEATHING W! APA 5 TO MATCH MAIN BUILDING TO BE DOUGLAS FIR 02 OR EQUAL. SPAN RATING OF 40/20 MINIMUM. FULL HEIGHT `FORCES SHOWN ARE FOR 30 PSF ROOF LIVE LOAD. NAIL W/ IOd NAILS AT 6" O.C. AT L,21XAOL10 U 2X6RIDGE BLOCKING SIZE GUSSET PLATES FOR 12S% OF MEMBER PANEL EDGES AND 10d NAILS AT 2X SOLID FULL HEIGHT TRUSS RAFTER ING• SHAPE TOPBLOCKKING.R SHAPE TOP TCH ROOF SLOPE. FFOORCCE SHOWN. MINIMUM PLATE SIZE SHALL 12` 0.C• AT INTERMEDIATE SUPPORTS. TOM CH OOF SLOPE. ROOF MATERIAL 2X6 TOP CHORD TO MATCH MAIN BUILDING __ 3/8" SHEATHING ON METAL FLASHING CEILING AND -INSIDE • 12 �. WALLS IN 6'-1" ROOM .4A(ONLY TRUSS RAFTER 2X6 W/ METAL FASCIAt3 \ 2X SOLID FULL HEIGHT METAL SOFF 1 T 3 I9' _2. '" 2�,C TOOMATCH ROOF SLOPENG. SHAPE p AND TRIM 6 UZ' 2X BLOCKING AS REO'D. (2)2X4 TOP PLATE' 2X4 METAL FLASHING EB IN 1" STUCCO ON METAL LATH ON 1207#-T 1207•-T 1/2" WALL SHEATHING. SEE Tm DETAIL E FOR NAILING 2X6 CONTINUOUS � FACE BRICK BEYOND 2X4 BOTTOM CHORD 2X4 CONTINUOUS NAILER 4XB W/ METAL FASCIA - WHERE CEILING OCCURS (2) 2X10 LINTEL (DOUGLAS C2 ca FIR OR EQUAL) W/ 1/2" METAL SOFFIT 3/B" SHEATHING ON WOOD SPACER AND TRIM CEILING AND INSIDE 1/2 WALL SHEATHING W/ 14'-0" WALLS IN 6'-1" ROOM - SEALANT APA SPAN RATING OF 32/16 STUCCO ON METAL LATH ONLY MINIMUM. NAPIL W/ IOd NAILS ON WALL SHEATHING AT 6" O.C. AT PANEL 1/2 WALL SHEATHING 3/4" X S 1/2" NET TRIM EDGES AND IN NAILS AT I T PAINTED. NOT AT DOOR 12 O•C, AT INTERMEDIATE SEE SECTION E FORCH SUPPORTS t21 2X6 LINTEL NAILING HEADEROR SECTIONAL I (DOUGLAS FIR SPACER AT x ' OVERHEAD DOOR - 3/4" X 4" NET TRIM SIDE /DOOR �ONLY SPACER PAINTED - FACE BRICK W/ METAL TIES AT 16" 0. C. EA. WAY. HEAD 3/4"X 1 1/2' WOOD TRIM N NOTCH AT DOOR FRAM " " a _ A t .. - 2X4 STUDS BE 0 SCALE. 1 i/2 1 0 (NOT SHOWN FOR CLARITY) ! _m z o a FACE BRICK BEYOND 3 LL v N METAL DOOR AND FRAME a N 2X4 STUDS AT 16" 0• C. 2X4 STUDS AT 16 O. C. 2X4 STUDS AT 16 0. C. - DOUGLAS FIR STUD GRADE METAL THRESHOLD SET ON OR EQUAL GROUT BED AND ANCHORED INTO CONCRETE SECTIONAL .� OVERHEAD DOOR 1/2 WALL SHEATHING 2X4�TREATED "S"ILL PLATE W/ ` ..112 � X 10 ANCHOR BOLTS � .SLOPE CONCRETE SLAB A7 •aw�`� 1/2" WALL SHEATHING. DOOR AS SHOWN AT 4, O 0• C. MAX. D<i .7 3/4" TRIM • I� -�- —:'_-. c� ; -i`-.-- ; -� �'; �" — _� _ • • . mcz PAINTED FACE BRICK GALV• METAL FLASHING �'i' _ �'°" :o FACE BRICK �` , . o a a QQ ff !! _. PROVIDE WEEP HOLES — — . ,� ° o 1g " U ° �4 I i �= i SEALANT AT BASE OF MASONRY = = 4 CONCRETE SLAB W/ o�-, o I_ �O AT 4H" 0. C• o = = +4 BARS AT 24" 0• C• =� i 7 ° o EACH WAY - 1" CLEAR — o�° o ••�.#oma. JAMB CONC. FOOT I NO W! (1) •t ' BELOW TOP OF SLAB :. _ —� � � � . • � 3000. a„ � • i s4' S AT 24" 0. C. X 0 fII� • V SCALE: 1 1/2"-1 -0 D +4 HAA CONT. TOP CONCRETE SHALL BE AND BOTTOM � E _ PSI STRENGTH AT 26 DAYS �i 32" � tv II CONCRETE SHALL BE _ o 11 0 1I �_ �� I I� 12 3000 PSI STRENGTH AT — I!!i 400 I1.� GRAVEL FILL COMPACTED TO • -< 26 DAYS -- — 95% OF STANDARD PROCTOR .. 3/4" X S 1/2" TRIM PAINTED j — li!j!i OOD ll+I .+W aO... ___.. iI_ _ __ . .ry n. , r—••— FACE . 9R i CK BEYOND � _ . x SECTIONAL OVERHEAD DOORi. - � SEC ' CROSS SECTION '' CD¢ SCALE: 3/4"=1'-0" Z=. i SLOPE CONCRETE SLAB AT oa. J OVERHEAD DOOR AS SHOWN W'Q� CONCRETE RAMP NOTE SINGLE DOOR SHALL BE 3'-0" X 6'-B" X 1 3/4" .. 1'-6` X 3'-0` STORAGE • HOLLOW METAL PAINTED W/ DOOR AND DOOR LOCKERS - ORDERED FROM NEOPRENE '' ' 1/2" ASPHALT IMPREGNATED HARDWARE AS SPECIFIED FOR MAIN BUILDING• E SIMILAR >• FURNISHING LIST BY GASKET 9 EXPANSION JOINT OVERHEAD DOOR SHALL BE 8'-0" X 7'-0" 18 OA. LOCAL CHURCH UNIT H STEEL / CYLINDER LOCK. DOORS SHALL BE KEYED WITH CUSTODIAL CLOSET OF MAIN BUILDING. In SECTION If SCALE: 1 1/2` i� 12"X12" LOUVER W/ INSECT SCREEN F -1 VENT BOTH ENDS OF BUILDING I i ROOFING MATERIAL TO MATCH MAIN BUILDING 1YP. I I D w z J L` J F Z o METAL FLASHING N I I 2X4 STUD PARTITION m AND FASCIA AT 16' O.C. ' i L I o J = H•,••••• •— � to o w CONCRETE I U? STUCCO c I � o BR 1 CK VENEER TO. L _ _, C - MATCH MAIN BUILDING o _ o ` 14 t — DOOR .-.. .—.._ METAL Z CONCRETE RAMP 11771771117 WIN I ` --- OVERHEAD DOOR HL ---2X4 STUDS AT 16" 0. C. � OUT OF CONC. u WOOD TRIM ! �- •^�.. CONCRETE RAMP. I F, 1�vOJ TRIM 3 �. 3,_�• I3'-� --- TO FACE OF STUD (TYPICAL) pRQ.iECT� (NOTE i ) 1 DEVELCPirtgT 4.0#82 ? NOTE 1: OUT TO OUT DIMENSION OF N . a + e E 4 BRICK IS SAME�ASr0U7 TO OUT SHEE he• LG AT ION t 1 i t_vvr ( t..r•�� v SCALE: 4'dITi OIJ 1 DOOR) (OPPOSITE SIDE SIMILAR WITHOUT DOOR) . f 44',l., _! 3 : I !.a DO �R No fmm .. ;w".,..-w..+...w•,+.++ .ww...v ...:.w...,.......e.........—,. .«-..«r.,. ...._re.,a.er.+R4+u:.n.+RY^-ffiR-mho`w+l.lYiLeWM+w4"!CM"4Cf�lffNMid www rawrr.u.P rMro.wm.+errscw..aw..r«..rwaw.wYMne..vro, M i "s I PARKING ANALYSIS writ k - r x' } s ,,: ,,.' ,..w ji" r •fid./"/ I , .-.--• / G 1 k4) it IT PL AIS 1 it is 't i 1 NORTH SHEETS 0 III -KIM rro NN[„T ViN Tu¢ngWITN ARF ll1C(RpI.F,WNBTNLR OR N9't PCO!,AMV 6T0490 lfTR THAN TNFoNR ran WNICN TNSY WPRF #PRALLY PR MOMIRPARPt) #MWWINJ MYkRf,I,AAlCJCIAt Fl. i3t11�CLAfshl RBlPtlN!l1PfLfTv POR TNClF PLANK ANQ lRl CIPICA?fDNl If T'NFV APO IlRItp IN WN(tlt OR tM BART AT ANY [9TNFr' Neill P0C)1) Vf7, PASTP. 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