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PAR, wizy, Louv¢4et S i to 1 -1-e-G' -- - 4 - Ly fi _ A14 2 -t5 Av /N ‘,/ ADDC v • O V1400 17 .P.C` 4G ••"/ u E5O}f fA.y w 1 N GG W v 2 :- o' QA I O - __GO LO D, STS• M PC.p 'I7� . -tom _, Ytf tst t11f z..c:zpf ..- • $" ate - b�G�C�T I TDC G o T1�_ t�La'I'Gkt t1C6'^' R_--::� .:L TING STorzY Gt�S 12 1Q .at4 'sr 1 ii Ti ii 1 14 i11 11 It -14 '!/ A 17 1 T i C,Ist G n- oo�.rc .14.W11. 1= LAT c0bvt.-rt Le Rlaoi= GSA It%4 G S:U 1.1 AT l ON __14 =t' -o" t/4 u = t'- aM ; 1>i .g" x* ')" 1 4 - Nc. 18'- os' • • *T r 1 • I r .741,.1.4 Per, �t�c= pus 1 s - rt tc u -. Tv' I'xt2" 1 -,f=%': C : o c 0. : gat. �j���� TIL�?- •'�1Q7�- _:BALL -; - i PROPOSED- EXTEND CONCRETE STEPS TO EDGE OF -IEXISTING PORCH & RE —TILE ENTIRE STEP DOWEL NEW STEPS I NTO EXISTING W/ (5) #4 BARS 012 "o.4. 6" EMBEDMENT IN EPDXY L - - PROPERTY LINE 75.00' L EXISTING ONE-STORY CBS RESIDENCE DECK 1 1 h Y I _ - PROPOSED :SCREENED PORCH 1 L i � CN ••• r 75.00' PROPERTY LINE PITCHED ROOF AREA: 2790 SQ. FT. PROPOSED FLAT ROOF AREA: 299 SQ. FT. SITE PLA\ NORTH _1 FACE OF EXISTING WALL EDGE OF ROOF OVERHANG FACE OF PROPOSED WALL EDGE OF PROPOSED ROOF OVERHANG PROPOSED STEPS J UNPAINTED 2x2 TRELLIS UNPAINTED 4x10 BEAM UNPAINTED 3x8 BEAM UNPAINTED 4x4 POST O 0 0 z 5 U n n r 0 I co in r — —__7- I CUSHION STORAGE I I CHEST/ SERVING TABLE I - -I 1 PROPOSED IRO( DECKING ON W000 FRAMING DENCH SEAT FOUR STEPS DOWN RISERS =7 TRtS 11 " EXISTING HOUSE ROPO E SCR ENE I P TI ON CONCRETE ON ST1EP DOWN RISR -7" LAB THREE STEPS DOWN RISERS- 7" TREADS -11 " GROUND FLOOR PLA\ V-0" NORTH Ilk RCH INTERIOR FINISHED FLOOR goi SOUTH ELEVATIO *C) WEST ELEVATION EXISTING HOUSE PROVIDE SECURE CLOSURE FOR THIS OPENING BETWEEN REMOVAL OF WINDOW AND INSTALLATION OF NEW DOORS NEW STEEL REINFORCED CONCRETE COLUMNS FROM FOOTING TO WINDOW HEADER. DOOR SCHEDULE EXISTING ROOF BEYOND NEW GUTTER END OF ROOF BEAM 2' - 6" x 6 ' - ALUMINUM /FULL GLASS SCREEN DOOR TO BE APPROVED BY OWNER (VERIFY DIMENSIONS OF EXISTING OPENING) 12' -0" x 6' -8" ALUMINUM /FULL GLASS (TRUE FRENCH DOORS W/ SIDELIGHTS) UNPAINTED 4x4 POST SCREEN FRAME INSECT SCREENING 3' -0" x 8' -0" SCREEN DOOR PAIR 3' -0" x 8' -0" SCREEN DOORS STUCCO ON CONC. BLOCK CONC STEPS n n n n n n n n n n n UNPAINTED 2x4 RAILIN INSECT SCREEN AND 1/2"x1/2" GALV. WIRE CLOTH EXISTING HOUSE INTERIOR FINISHED FLOOR/ n n VENTILATION OPENINGS W/ INSECT SCREENING at 1/2" x 1/2" GALV. WIRE CLOTH �-- 1 EXISTING ROOF BEYOND r UNPAINTED 2x2 TRELLIS UNPAINTED 4x10 BEAM UNPAINTED 3x8 BEAM ANGLED 4x4 BRACKET UNPAINTED 4x4 POST 2x8 WOOD CAP 1x4 SKIRT BOARD UNPAINTED 2x2 VERTICALS 0 4" o.c. UNPAINTED 2x4 NAILER TREX DECKING UNPAINTED 2x_ HORIZONTALS EXISTING FINISHED GRADE SCALE 1/4",--v-o" 0 LLJ OC co Z LAJ M k— < en U CC J Q L ►. w ww c.DHO C�C�= 0 Z V) Z O N SEAL SHEET z — 6" WOOD DECKING 6 DECKING ON BENCH PRESSURE TREATED 2x8'S ih 3 Tr 0 s COL., 10 1/2" t 5' -4 1/2" V P-1: 4x4 TREATED WOOD POST TC -1 : (1) 8X12 TIE COLU V,\ W/4 #5 REBAR 8c #2 TIES @ 12" o.c. F-1: 12" x 12" x 5' -6" W/ (2) #5's CO \T. WF1: 12"x16" W/ -(2) #5 BARS CONTI \UOUS 8c 1 — #5 TRANS. BAR © 48" o.c. P -1 /KE" IC SYVBOLS EXISTING CMU WALL TO REMAIN TC -1 10 _ ± 1 1/2" P -1 6' 20' -3" 0O 8c BE \CH FRA v 10 1/2" t -4 1/2" EXISTING HOUSE 10 1/2" 'i AG PLAN EXISTING CMU WALL TO REMAIN EXISTING ROOF OVERHANG tco co O 3x10 C • I� 11 1 1 1 1 1 1 1 1 TC -1 TC- 1 cp— W/ EPDXY 12" INTO EXISTING 5" SLAB #4 BARS 0 12" o.c. A TC -1 TC1 TC -1 TC =1 _ TC -1 TC -1 • 4 1' -8" PPESSL 2x 10'S 3x1 O 3x10 2E TREATcD ® 1.6" o.c. 3x10 3x10 3x10 4' -6" 11' -6" Maim II.AaaT .waw \ 6" WIDE TREX DECKING n n n n n n n n II II II 11 II II m 11 ■ , r. Ian ... i- 1 Il u U U U U u u u EXISTING ROOF OVERHANG F -1 3' 6 "—i 0 /// • s 1 • I • • • A /r/ r WF16 4' 8" EXISTING CMU WALL TO REMAIN PAIRED 4 x 4 WOOD COLUMNS BELOW THRU- BOLTED TO ROOF BEAMS. TYP. 2x10 PRESSURE TREATED LEDGER W/ 3/4" DIAM. KWIK -BOLTS 0 16" o.c. 2 ROWS, STAGGERED X 1 TC -1 1 L 5" SLAB N #4 BARS 0 12" o.c. -�-� 20' 3" ROOF FRA WF16 7' 9" 9 ' 7" 11' 5" 20' -6" J FOUNDATION PLA\ �EXiSTiNG ROOF OVERHANG 248'S 0 16" o.c. EDGE OF OVERHANG PAIRED 4 x 4 WOOD COLUMNS BELOW THRU - BOLTED TO ROOF BEAMS, TYP. w WF16 vIING PLAN / / / / / / / / /// 4 -5" EXISTING HOUSE EXISTING REINFORCED CONCRETE HEADER TO REMAIN TC -1 L EXISTING HOUSE TC -1 #5 BARS 0 12" o.c. W/ EPDXY INTO EXISTING EXISTING CMU WALL TO REMAIN EXISTING ROOF OVERHANG J 0) 0) SEAL SHEET SCALE 1/4 .._ 1 ._ 0 ., NORTH 0) 0) 0) N 0 CO (3) 5/8" CALV. THRU —BOLTS 6" v ansortantuweeta 2x2 �' NAILER P.T. 2x2 TRELLIS © 8" o.c. (2) -3/16 GALV. SCREWS PER CONNECTION EXISTING CMU WALL 4x4x 1 4" GALV. ANGLE © EACH SIDE W/ (3) 1 /2 "x8" KWIK— BOLTS INTO TIE BEAM OR FILLED CELLS 4x10 BEAM W/ (2) — 5/8" x 14" GALV. LAG BOLTS PER CONNECTION 3x8 BEAM W/ (2) — 5/8" x 12" GALV. LAG BOLTS PER CONNECTION 2x8 P.T. WOOD CAP; NOTCH AROUND 4x4 POSTS TYP. 1x6 P.T. WOOD FASCIA EACH SIDE 2x2 P.T. WOOD SLATS @ 4 " o.c. CONTINUOUS 4x4'S FROM BASE TO TRELLIS BENCH 2x10 PRESSURE TREATED LEDGER W/ 3/4" DIAM. KWIK BOLTS @ 16" o.c. 2 ROWS, STAGGERED 2x8 P.T. BEAM 5/8" GALVANIZED BOLTS JDECKING i i, ( 2)-3x10 STRINGERS 4x4 PRESSURE TREATED POSTS EXISTING GRADE /CONC SLAB 12" DIAM. CONCRETE FOOTING I O\ 88 GRADE ✓�iiii�ii��iiliiiiiiiiiil� / #4 BAR @ NOSE 4 11 1 11 1 WF16 I . . 0 •0 . 4 1 # BARS @ 12" o.c. EACH WAY O WF16 4. •.. SAC (2) #4 BARS BARS @ 12" • (2) 5/8" DIAM. BOLTS PER POST ONE WAY •! : • ■ fi I N114 O\AA (1) 5/8" DIAM. BOLT 0 s Aig •wwwwww• • . v. . ' • • • • EQ GALVANIZED BASE SIDE VIEW SAC I C 4' I� ► . A :.. I• • . 4 : #4 BARS @ 12" o.c. EACH WAY 4 MIL VAPOR BARRIER COMPACTED FILL #5 BARS IN FILLED CELLS @ 4' o.c. WF16: 12 "x16" W/ (2)— #5 BARS CONTINUOUS 1— #5 TRANS. BAR @ 48" o.c. SIMPSON H -7 STRAP WRAP AROUND BEAM f FULLY NAIL 0\ D D r <1X (X(x X XI DECKING O\CC BUILT —UP ROOF 5 /8" PLYWOOD 2x8's @ 16 "o.c. W/ 6" FIBERGLAS BATT INSUL 1/2" EXTERIOR GYP BOARD 1/4" 'BEADED BOARD' STYLE EXTERIOR DECORATIVE PLYWOOD 4x12 BEAM W /(2) 3/4" GALV. BOLTS PER PAIR OF POSTS 2x 10'S @ 16" o.c. SIMPSON HU210 (FULLY NAIL) 3x 10 STRINGERS 4x4 PT POST (2)— 4x4 P.T. POST GALVANIZED BASE (SEE SIDE VIEW) TOP OF CONC. SLAB co 0) 0) SCALE NO SCALE - °r)) ......,,, ... ro e s o ..., �c rn o LL ...1 -C L- O v i a) c.) tro o s '3 8 0..E w w z 0 S SEAL SHEET 1 I N N 2 1 /2' N L_ --r T 1 1 /2" T ? 5' -5 1/2" 6' -1 1/2" PLA\ FRC \T ELEVATIO\ AmmilmaYmb —2 1 /2" 2x4 RAIL 2x4 RAIL 4x4 FOOT FLOOR 3/4" EXTERIOR A/C PLYWOOD BACK EDGE OF LID ABOVE 2x4 RAIL 2x2 SLATS @ 4" o.c. ONE PIECE OF GALVANIZED STEEL LAMINATED TO LID, FOLDED AROUND EDGES, 5" UNDERNEATH 2x2 SLATS © 4" o.c. FOUR GALVANIZED HINGES \OTES FOR CUSHIO\ STORAGE CHEST ALTERNATE "A" ALL WOOD TO BE PRESSURE TREATED PINE ALTERNATE "B" ALL WOOD TO BE CLEAR — GRAINED REDWOOD OR OTHER ROT— RESISTANT SPECIES SECTIO\ ONE PIECE OF GALVANIZED STEEL LAMINATED TO LID, FOLDED AROUND EDGES, 5" UNDERNEATH 3/4" EXTERIOR GRADE A/C PLYWOOD 2x4 RAIL (2)— 3 —INCH GALVANIZED SCREWS PER CONNECTION CONCEALED WIER✓ER =' POSSIBLE ' r 2x2 SLATS @ 4- 2x4 RAIL 4x4 FOOT FLOOR SCALE NO SCALE CO Uj� Z W M Q -7-CE 0) -j Q� z Q W W CD I 2 CC C� _ 00 c/) Z Z Q 0 N - SEAL SHEET