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z <br /> of 0 <br /> / -_____ <br /> � w W % y c- <br /> w - z <br /> c� EL c_D Q <br /> ��" w <br /> Sri O <br /> CO w <br /> w <c <br /> Z I- <br /> U 0rn <br /> CD 0 N <br /> co <br /> N (N <br /> 1 1 1 <br /> o co r <br /> � ¢ o <br /> Jll <br /> \ -- --------- <br /> mos <br /> XUPRLATE <br /> ,� EXISTING ------'-'"----, 1 r rt <br /> RESIDENCE <br /> \ <br /> teliihiEl <br /> GUARDS GUARD <br /> NY 7 <br /> 11111.1111111111.®®MIN <br /> E . UPPER FL.00R s <br /> ,o, <br /> EX. MANiPLAT EFl <br /> �i <br /> I <br /> / - <br /> - 1 0 j - FRAMING <br /> PER PLAN --/ \ ____ / <br /> \ KNEE ® 3 KNEE CEDAR PLANK <br /> BRAGS© -- BRAGS ' SOFFIT - <br /> EX. MAIN FLOOR <br /> r w <br /> \ _ <br /> ........ .... <br /> 'U 6 <br /> N <br /> NORTH ELEVATION EAST ELEVATION SECTION 'A' � Z �w41 <br /> Cs 0 <br /> ° > � <br /> NILI <br /> 0 1.1 <br /> / 4x4 CEDAR POST <br /> W/ 2x4 TOP& <br /> / BOTTOM & GALV. <br /> HOG WIRE FENCING <br /> POST BASE - <br /> INSTALL. PER MANUF• ♦^ <br /> DIRECTIONS (J J <br /> J <br /> p FLASHING �' <br /> Zx LEDGER- 1___ <br /> ATTACH PER PLAN �� f� <br /> Q - <br /> r DECKING PER -, Q <br /> KNEE f5RACE5 ARE REQUIRED ON POSTS GREATER THAN 4 FEET IN HEIGHT. d iiimel 0 PLAN <br /> OR 1/3 THE HEIGHT OF THE POST, EAM SPLICES MUST OCCUR OVER 6,4" MAX. POST SPAN /4" FASCIA 11,1111 <br /> FRAMING PER PLAN N EXISTING <br /> WHICHEVER IS GREATER ... <br /> B P T GUARD SYSTEM ELEMENTS AND 1 F II <br /> POSTS WITH I I/2 MIN REARING SUPPORTING CONNECTIONS GONr✓TRUGTION Z - <br /> ° CARRIAGE CORROSION RESISTANT METAL COLUMN SHALL RESIST A 200 POUND SOFFIT PER PLAN �`i� J O <br /> /8 • <br /> BOLT GAP. FOLLOW MANUFACTURURIS i GIRDER BEAM <br /> INSTALLATION INSTRUCTIONS, / 2 MIN. CONCENTRATED LOAD APPLIED AT END PLATE <br /> ----- ---- � THE TOP OF THE GUARD. \ / \ HANGER C -� � <br /> I/2" CARRIAGE REAM PER PLAN <br /> BOLT <br /> POST GAP PER PLAN <br /> ,...6 -' \ <br /> C <br /> PER PLAN r' <br /> a a w <br /> NPOST PER PLAN �``' W <br /> 11 - a <br /> __ POST BASE T ., <br /> (,) <br /> 4x4 KNEE BRACE 'IL I PER PLAN V J <br /> �XJ Z. <br /> ��° a Z <br /> Q \ o <br /> 3x12 P.T. TREAD ON TAc9Z N ' ` n / FOOTING I. ALL DECK MATERIALS TO BE O <br /> NOTE: <br /> STAIR ANGLE (I) 3/8 DIAMETER THRU-BOLT OR I/2 LAG PER PLAN PRESSURE TREATED OR CEDAR <br /> �' ,L ' ° SCREWS WITH WASHER, TOP &BOTTOM <br /> �J 4x12 P.T. STRINGER / Q Z. KNEE BRACES REQUIRED @POST <br /> K> ` / (TYPICAL) , / - WHEN DECK HEIGHT EXCEEDS 4S TO <br /> GRADE- SEE ELEV. <br /> -2x2 CLETE REQUIRED WHEN DISTANCE \ o �/ \ 3. OPTIONAL PRE MANUF DECK GUARD <br /> BETWEEN TREADS EXCEEDS 4" ALTERNATE KNEE BRACE DETAIL:—/ FINISHED FLOOR <br /> 2x4 KNEE BRACE PACE NAILED EA.SIDE INSTALLED PER MANUF. SPECS. W <br /> ° o °°-,-_°1 CONCRETE PAD PER PLAN OF POST AND BEAM WITH 4-I(od NEILS AT <br /> �"1 i I <br /> EACH FACE AND CONNECTION - PRESSURE TREATED WOOD POST GALV. HOG WIRE FENCING 4" SPHERE SHALL <br /> NOT PASS THROUGH W <br /> STAIR DETAIL KNEE 5RACE DETAIL ALUMINUM RAIL DETAIL PECK DETAIL J°I3 <br /> : : I I CI) SCALE: I-I/Z =1'-O" 1'9-o 6n(o <br /> SCALE: I-I/2 =1-o SCALE: 3/4 = I-0 SCALE: 3/4 = (-0 <br /> DATE: <br /> -ZO-Z0 <br /> SHEET 0 <br /> CT TT 2 <br /> ° IN , FOR PER IT <br /> COPYRIGHT ©J3 ARCHITECTS LLC <br />