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2379 2 Ft Shorter Front PorchRIGjt"E EVATION ®11� i1� qKrr VW LEFT ELEVADON REAR ELEVATION 14, PT E%, E p FWN-, WAU. Pea _T compps"ICON IFOOFITI-14 2.6 Mgksf- Wje� �wWoN+o 1Q FRONT ELEVATION A �/rww F" d 1,4 XV- J'-o Note: House numbers to be visible and legible 5 ­ ms LTqp or &AAA's i�o�) from roadway fronting the house. rye rm" AP �I Witt 9308I na Avviiue rimit of I (S-katia- FmvT- /00rt/k "ALPIQ i SI, to - Z41 0 At--a r« NOTE �u OFENIN 5 PER PROVIDE LIGHT SWITCHING 6 TOP 6 BOTTOM QI/2" OF STAIR RUN PER IRO 8305 61 NOTE: GAB CEILING THE H051N5 WILL NOT LESS 73AN j" MI NOT MORE £ ( OONT. HANDRAIL PER 01 THAN A, SHALL BE 8 IRO SEC. 5115.6 PROVIDED ON 5TAIRWAY5 p WTH SOLID R'5ER5. PER S � �i IRC RBI 5.5.0 - H w —PROVIDE FLASHING ® ALL WINDOW 6 DOOR CL LL a OFENIN65 PER IRL7035 E F O L � O J Q N � U�00C: N 4 £ LL p� N Q M.N READ W O I £ 2X4 FIRE cWM° �- °m OF OP EACH MIDPOINT EACH MN Q (3) 2X12 STRINGERS ry x 9 TYPE "X" 6 W B. L ARE A BENEATH STAIR ARE N r 2x4 THRUST B_ocK FIRE BLOCKING REQURED 3 ALONS 5TRINGER o BETWEEN EACH 510 U_ nEiAIL 57AIR SECTION SCALE 1/2"= 1-0- O AZ HURRCANE CLIPS REQUIRED 0 ALL -PU55 TO MALL CONNEC-IONS 0 kU'k =�w £a o� —THIS O5B ROOF SHEATHIN6 2x MAWP TRU55E5 OR 2x12 RAFTERS PER ROOFIN6 PLAN 8-48 FIBERSLA55 BAT IN5ULATION (R -30 INBILATION FOR VhLTED LEiLIN55) (500 SF MAX AREA) COMPOSITION ROOFING ON A5 ROOFING PAPER PER PLAN PI . AL FLOOR ASOEMBLI, j " PLYN 00 WBFLOOR SAP d" MIN. BETWEEN 5HEET5. SLUE AND NAIL TO FLOOR .015T5. FLOOR JOISTS PER RAN. WINDOW a DOOR d �u OFENIN 5 PER INSULATION BAFFLE I" O-R, a QI/2" oa GAB CEILING 4 01 HEADER PER PLAN E 0 � O - H w —PROVIDE FLASHING ® ALL WINDOW 6 DOOR CL LL a OFENIN65 PER IRL7035 E 2 O L O��o J U�00C: N 4 F LL : W O cWM° � Q (1) ry w L � w N rc PER PLAN PI . AL FLOOR ASOEMBLI, j " PLYN 00 WBFLOOR SAP d" MIN. BETWEEN 5HEET5. SLUE AND NAIL TO FLOOR .015T5. FLOOR JOISTS PER RAN. WINDOW a DOOR d �u OFENIN 5 PER o a [V oa d 0 01 �o E rc � O LL w o CL LL a _N E -, O L O��o 1}" ODE AA-- 5HEATkN6 (OR TI -II SHEATHING) 2.6 SNOS B 16 "o c. R -21 INSULATION }" SY PROVIDE FLASHING ® ALL ACCENT TRIM BOARDS PER IRO-03.B (TT") CRAWL SPACE INSULATION TO BE R -30 FIBER&LA55 BA-T. wve — \ 2 x PRESSIRE TREATED E TO MATCH FRAMING \l s4 BARS FORIZ WITHIN 12" OF THE TOP W/ MAX. HT OF 4' -6" _ 5/5 (N 2ND FROM E�ACN ATE END. N LC59 NOTED'OT O 0' OTHERWISE) 4` DIA ROOF DRAIN TYP. •4 HOOK BARS VERT ® 4'0, TYP. (NO -TO BE WET SET) m (2) •4 BAR5 BOTTOM. 6 MIL BLACK VISGUEN VAPOR BARRIER 4 FOOTING DRAIN 0 HABITABLE AREAS TYPICAL WALL SECTION^ SCALE. 112" = 1' -O" AL ENGINEERS MAIN FLOOR NOTES: MAIN FLOOR PLAN N07FB: ADD (2) CS1S RIM TO RIM I. WINDOW SIZES & ROUGH OPiENIN65 TO BE 'I. TOP OF HANDRAILS SHALL BE PLACED AT 54" MIN. OR SHEATHING VERIFIED BY CONTRACTOR. 58" MAX. ABOVE THE NOSING OF TREADS 8 LANDINGS. �2 ADD (5) A35 RIM TO WALL TOP PLATE 2. WINDOW HEADER TIGHT TO 'TOP PLATE. (U.N.O.) HANDRAILS SHALL BE OONTINUOU5 THE FULL LENGTH FATl0 CAIN FELCOR PLAN A' La _ -o^ 1,, = I,_o" wELLER CONSULTING ENGINEERS, P0. 21925 BF' FL W 50THELL, WA. 98021 (425) 488 -9868 ENGINEER REVIEW c +46 DFAWING HAS BEEN REVIEWED F_K THE ATTACHED CALGULAWNS PREPARED BY WELLER CONSULTING EN6INEEK5. FL. HY: JOB: 1P022 DATE: 4/5/19 VOIV IF NGT WET 51GNED N 00 E C W N a+ c° m. ca nc 3°� 2'o- v c �1 O E 00 cY3 a 3 me o u, E v a v o o c o c v g o m 2 v L o49 p Q1 y, E 3 c m J o 20 i 3§ O L C T v . V N N o v o. ` N y� m o c v= v o g N C L 4S U V 0=� L— C 3 L yy a O N C 8- 0 10 i W @1 N� vryI L N O O L. N E$> c;2 - E v t E p O N B B i n A O c C -- U, o W— C _O O mo CO C N ur v i E N O 00 iJ j 0 E'^ELg m o LL O p .m ° O C1 W 2 Q L p EM n o w vi O , W c tN ° o mcy E vT Q ° O� y Q v O C 4 O 3 q d �� V JN WL CAU'rj :r o v o H c LL o o ¢ o N Plan: 2379 CM LoI Drawn By: `n' J V V Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 4 -4 -13 Page: Nr [V v- 01 E O f0 w CL LL _N E -, O L O��o U�00C: cWM° O (1) ry L � w N ' 3 i o 3 U_ N O N 00 II Plan: 2379 CM LoI Drawn By: `n' J V V Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 4 -4 -13 Page: ENGINEERS NOTES: DESIGN LOADS: FLOOR DL = 10 PSF - ILL =40 PSF JOIST: 2x12 HF #2 (a) 16'0.c. NOTE: PROVIDE LUS210 HANGERS @ ALL FLUSH FRAMED ENDS HEADERS: 4x8 DF #2 U.N.O. NOTE: PROVIDE (1) 2x TRIMMER @ ALL HEADERS U.N.O. H4: 3,x 9 GLB (24F -V4) H5: e x 1321 GLB (24F -V4) BEAMS: NOTE: PROVIDE (2) 2x POST @ ALL BEAMS U.N.O. BI: 30x1021 GLB (24F -V4) B2: 38x1021 GLB (24F -V4) B3: (2) 2x12 HF #2 B4: 38x1021 GLB (24F -V4) B5: 5gx15 GLB (24F -V4) B6: (2) 2x12 HF #2 N/A SOLID BLOCKING @ WALL ABV. B7: 410 DF #2 B8: 4x10 DIP #2 B9: 4x11,1 PSL (3RD CAR OPTION ONLY) COLUMNS: C2: (2) 2x6 HF #2 C3: 4x4 DF #2 C4: (3) 2x6 HF #2 C5: 6x6 DF #2 W/ AC6 & AB66 (3RD CAR OPTION ONLY) C6: 4x4 P.T. W /AC4 & AB44 HANGERS: HGR1: LUS210 -2 HGR2: HUC410 NOTE: PROVIDE (2) ROWS OF 41"x421" SDS SCREWS @ 16 "o.c. LEDGER TO STUDS AT ALL TRUSS LEDGER CONNECTIONS NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL POINT LOADS ABOVE UPPER FLOOR FRAMING N07E5: I. UPPER FLOOR FRAMINCX TO BE 2x12 HEM -FIR #2 JOISTS P 161' 0 . WITH 3/4" 055 T45 SUEFLOOR, GLUED AND NAILED, U.N.O. ADHESIVES SHALL GONFORM TO APA 5PEC. AFG 01. PROVIDE 745 EDGES AT LONG PANEL EDGES. 2. BEARING WALL5 ARE SHADED. 3. ALL HEADERS TO BE 4X6 OF #2 WITH III MAX. SPAN, U.N.O. 4. SOLID BLOGKING AT AL -L BEARING WALL5, BEAMS, 4 INTERIOR SHE=AR WALLS. S. PROVIDE DEL.. STUDS UINDER ALL BEAMS AND HEADERS EXCEPT AS NOTED. ALL EXTERIOR WALLS AND GABLE ENDS TO BE SW -6 U.N.O. -- -- = LINE OF WALL A50VIE IN1DIOA7E5 BEARIN6 MALL ABOVE (OR BELOPU OF FLOOR J0157 OFFER 7-L® ®R FRAMING ge r N o a � I T2 I'_6' =ry. CARPET 2x8 FULL WALL B -VENT OV r N Inry 4 -F1er,e, E5A7H ®F7 V" = I' -O. UPPER FLOOR PLAN NOTES: 1. WINDOW SIZES 4 ROUGH OPENINGS TO BE 7. WIINDOW SILLS PER R613.2: IN DWELLINGS N VERIFIED BY GONTRACTOR. UNd17S, WHERE THE OPENING OF AN OPERABLE 2. WINDOW HEADER TIGHT TO TOP PLATE. (U.N.O.) WINDOW 15 LOCATED MORE THAT 72 INGHE5 ALL HEADERS TO BE 4x8 OP #2 (U.N.0) ABOVE THE FINISHED GRADE OR SURFACE 3. EXTERIOR WALLS TO BE 2X6 STUDS AT EBLOW, THE LOWEST PART OF THE CLEAR n O III O.G., INTERIOR WALLS TO BE 2X4 STUDS OPPENING OF THE WINDOW SHALL BE A MIN. OF AT Ib" O.G., U.N.O. 2.4 INGHES ABV. THE FINISHED FLOOR OF THE 'E ROOM IN WHICH THE WINDOW IS LOCATED. 4. FIREBLOGK ALL PLUMBING PENETRATIONS GIL.AZING BETWEEN THE FLOOR AND 24 \> AND STAIR RUNS PER LR.G. SEG. R&02.8 IN,GHE5 SHALL BE FIXED OR HAVE OPENING 5. SAFETY GLAZING AS PER I.R.G. SEG. R308.4 THROUGH WHICH A 4 INCH DIA. SPHERE GAN 6. TOP OF HANDRAILS SHALL BE PLACED AT NOT PASS. rp 34" MIN. 35" MAX. ABOVE THE NOSING OF Q 5 TREADS B LANDINGS. HANDRAILS SHALL BE EXCEPTIONS: CONTINUOUS THE FULL LENGTH OF THE STAIRS. I. WINDOWS WHOSE OPENINGS WILL U�0)� THE HAND GRIP PORTION SHALL NOT BE LE55 NOT ALLOW A 4 INGH DIA. THAN 14" NOR MORE THAN 2" IN SF°HERE TO PA55 THROUGH THE GROSS - SECTIONAL DIMENSION. PROVIDE A OPENING WHEN THE OPENING IS IN ITS SMOOTH SURFACE WITH NO SHARP GORNER5. LARGEST OPENED POSITION C HANDRAILS PROJEGTING FROM A WALL 2. OPENINGS THAT ARE PROVIDED SHALL HAVE A SPACE NOT LESS THAN 12, 2 WINDOW GUARDS THAT COMPLY W/ ASTM F 2006 OR F BETWEEN THE WALL AND THE HANDRAIL 2090 V/ PER IRG R31I5.4. le SMOKE DETECTOR � 0_ 110 W/ BAIT BACKUP. INTERCONNECTED T. -6" 6010 XO EGRESS (OPTIONAL) FIREPLACE - - UL APPROVED DIRECT VENT ZERO OLEARANOE GAS FIREPLACE INSTA -L PER MFG'S SPECS MASTER SUITE CARPET 5D 6' -2' 5' -0" 5040 NO F6RE55 2B "x60' - UI6 /SHWR 0 BEDROOM #1 VTOS CARPET SD 5 m n A 1 5071 / 2668 k -ry AO�[S51 a 4' 02" so a L4040 NO W11-11 N U NYL 055 N /56. ry 8 -VENT Q.q r NIHI FULL WALL- J G. .y CARPET V"'O5S' -4" 1 T -0" I6" SHELF J7V11Lrt n GLASS I � ro _ = NCLOSURG' -ry N/SAFEIYI V.T05. -_c tl1_ SLAZIN6 OAR (p ELF4POLC- IN 2668 - OPT. CLOSET OFT 5DRM O '1 5'- O "x6' -B" BI -PASS 5D OPT. BDRM CARPET I HGR2 I -C6 @ PORCH jj I U EGRESS . 6'-O" Z -O" LINEN BROOM i) 5HLV'5 5H. 5' -0 "x6' -b" BI -•PASS SEOUR€ 2X6 TO JOIST BELOW OsD FURR OUT TO 5�x5� LOFT CARPET Iry N DELJXE OPTION 'A 5040 NO ONLY GRIDS PER ELEV. LINE OF GARAGE BE..OW 2 I 2' V 39'_0• 0 lt I G O5ET L— SHELF 4 POLE 4' -10, OFFER FLOOR FLAN T= 1O.. c 6'0 c OR SHEATH NG LOCATE JOIST OVER SHEAR WALL EXTEND SHEAR WALL SHEATHING 3` MIN ABOVE TOP PLATE, NAIL SHEATHING TO -01ST PER SHEAR WALL EDGE NAILING Z�,)E:fiAlL E3 50ALE 5/4" = I' -O" ENGINEERS NOTES: CI) CS16 TO WALL BELOW 0 CS16 TO HEADER BELOW 0 CS16 TO BEAM BELOW NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N.O. 5' -6" SHELF a POLE CLOSET SHELF _I POLE CLOSET BEDROOM #2 CARPET sD BEDROOM #3 CARPET 5040 r EGRESS XO 1 GRIDS PER ELEV. (5026 XO ON DL<O ON) LINE OF OPT. PORCH 4' -0 " T' -O" 504OX0.� EGRESS 5040 NO OPTION) I m c WF LER CON5J:TING ENGW 'RS RC. 21525 aT i PL DOTHEL,WA.8 21 (425) 4ab -9 %b ENGINEER REVIEW THG DRAWING HA5 3EEN REV EWED GER THE ATTA6HED CM CJ AHON5 PREPARED BY W LUER CONSULTNG= NOiNEFRS P6 by JO& 10 -022 DATE: 4/5116 VOID IF NOT WET SIGNED v o v mYn OO N'N i m °w E v$ c p n `� o. mm W m O C. O E p c 0 o �C E c N 6 v n v s m2-0 n= v v 0 - 0 N v c L, a1i C L O LL 0 0 N C W y B O m V pOj v v C 2 O L 3 f' 3 0 A I�L 4 q_ Z O C 0 C n m U n A N v C L Y U V p2 m i 3 v c '0 o c- i - y N i L m C C N p O min m `1 v N E W Z'C Eg E ` .s, V ' N L�- v O o m- G O o 0 C v U LVI GC) - y i LVmI y0 t j - M V O pl C C C yp N C O O L ,n 7 v LLN C ry tvl `+ C N_ O Y OI v 0 �� O� O C n ow 3 c V m> o R m n '- n'N Unm C T mC . O > v OC ON C 0 c n Yv T o o m c t UE mO ` rn 3 v rnrnt,m¢ m m v o 3 0 a E c L v ry�L'na V E T N 0 O F O m LL v' O n O Plan: 2379 CM Lot168 Drawn By: /� J 1/ �/ Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 4 -4 -13 A3 N 00 u7 n O E j 'E • \> /0�� V) ^^�/ i..I. u- O rp E Q 5 Q O+-lo U�0)� C tl l M ON a1) V/ 4� � � � 3 0 3 LL N 0 N 00 LD Plan: 2379 CM Lot168 Drawn By: /� J 1/ �/ Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 4 -4 -13 A3 SHEAR WALL SCHEDULE (SEE 2006 IBC table 2306.4.1 8 Section 2306.4.1) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12 "o.c. along intermediate framing members. - -- -- - -- ENGINEERS NOTES - FOUNDATION PLAN: N 7116 "OSS, W /8d (0.113 ") NAILS @6 "o.c. SW -6 V =260 PLF ANCHORAGE (INTERIOR WALLS ONLY) to SINGLE joist I. ALL MUD -SILLS TO ATTACHED WITH DESIGN LOADS: --- (or blkg) below: 16d (box) @ 6" o.c. UNLESS NOTED OTHERWISE. 7116" OSB, W 18d (0.113 ") NAILS @ 4" o.c. SW-4 V =350 PLF ANCHORAGE (INTERIOR WALLS ONLY): to SINGLE joist (or blkg) below: ALL BEAMS TO BE 4x10 D.F. #2 WITH 5' 0" MAX. N 16d (box) @ 4" o.c. ! LL =40 PSF "o.c. 7/16" OSB, W 18d (0.113 ") NAILS @ 3" O.C. SW -3 V =490 PLF ANCHORAGE (INTERIOR WALLS ONLY): to 4x (min) BEAM SLAB JOIST: 2x10 HF #2 @16 or blkg below: 16d (box) @ Wo.c. POSITIVE ATTACHMENT AT PIER. (USE SIMPSON ILL U_ NOTE: use min 3" nominal studs @ adjoining panel edges. TO Ib' PLATE AT END OF ANY RUN. .LJOWN 7N6" OSB, W / 8d (0.113 ") NAILS @ 2" o.c. (staggered) SW -2 V =640 PLF ANCHORAGE (INTERIOR WALLS ONLY): to 4x (min) BEAM 12. CONTRACTOR TO PROVIDE SOILS TEST INFORMATION ENDS or blkg below: 16d (box) @ 2 "o.c. U�00� NOTE: use min 3" nominal studs @ adjoining panel edges. The shear values above are based upon the use of Btl box nails with a full head, a shank diameter of 0.113 ", and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15/32; 8d values with a 0.729 reduction for Hem -Fir 81.4 increase for wind. FLOOR FRAMING TO BE 2x10 HP #2 5 7/16" OSB, W / ed (0.131 ") NAILS @ 2" o.c. (staggered) FOR EACH PLAT TO VERIFY MINIMUM 2000 P5F SOIL V =830 PLF ANCHORAGE (INTERIOR WALLS ONLY): to 4x (min) BEAM 77 LLJ or blkg below: 16d (box) @ 2 "o.c. 2L325 an, w. w NOTE: PROVIDE 4x4 POST@ ALL BEAMS U.N.O. NOTE: use min 3" nominal studs @ adjoining panel edges. The shear values above are based upon the use of Btl box nails with a full head, a shank diameter of 0.131 and a minimum penetration of 1.5 ". From Table 2306.4.1 use 15/32; Sd values with a 0.93 reduction for Hem -Fir 81.4 increase for wind. A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE - 16d g 16" O.G. (2) 5/8" ANCHOR BOLTS REQUIRED SHEAR WALL EDGE NAILING b. RIM 'DO , 57 BGTHE0., WA 96021 (425)406 -9e LOCATE 5bEATHING _DINT L A GOMMON MEMBER SHEAR TRANSFER @ EXTERIOR WALL DETAIL STHDIO HOLDOWN, SEE DETAIL E v R 21 OI. (10 DR RJ (TYP) (10) RED. DETAIL E M -FIR .2 STUDS FOUNDATION N07E5: (2) 2x_ HEM -FIR #2 STUDS ENGINEERS NOTES - FOUNDATION PLAN: N I. ISOLATED PADS TO BE 18" DIAMETER X 6' THK. 6. CRAWLS G G G . G I. ALL MUD -SILLS TO ATTACHED WITH DESIGN LOADS: --- UNLESS NOTED OTHERWISE. (J CONCRETE STEM WALL TO BE 2' -0" MIN. ABV. GARAGE FLOOR DL PSF NOTE: USE 5l8 "die. ANCHOR BOLTS WI 3 "x3 "X114" ALL BEAMS TO BE 4x10 D.F. #2 WITH 5' 0" MAX. N - - -.- EXTERIOR HALL ' LL =40 PSF "o.c. �C SPAN AT 4x4 POST. U.N.O. 4x4 P057 REQUIRE A ALL WOOD IN CONTACT WITH CONCRETE TO BE SLAB JOIST: 2x10 HF #2 @16 GALV. SQ. WASHERS (D_ 5' -0 "0.c.. U.N.O. POSITIVE ATTACHMENT AT PIER. (USE SIMPSON ILL U_ I6d ® 24' OL. TO Ib' PLATE AT END OF ANY RUN. .LJOWN Q A23) I.R.G. R4013. INSTALL CLEAT @ BEAM. - HT722 HOEDOWN ALL GONNEC7OR5 4 FASTENERS FOR PRESSURE 12. CONTRACTOR TO PROVIDE SOILS TEST INFORMATION ENDS — - - - - U�00� waLrRCGNSU'. INC. ENVINeees, °.c. 5. FLOOR FRAMING TO BE 2x10 HP #2 5 TREATED WOOD TO BE HOT - DIPPED GALVANIZED FOR EACH PLAT TO VERIFY MINIMUM 2000 P5F SOIL BEAMS: 4x8 DF #2 U.N.O. JOISTS AT I6" O.G. WITH 5/4" 056 74G LLJ STEEL OR EQUIVALENT PER IR.G. RSI9.S. (TYP) 2L325 an, w. w NOTE: PROVIDE 4x4 POST@ ALL BEAMS U.N.O. a) SUBFLOOR GLUED AND NAILED, U.N.O. (� A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE C (2) 5/8" ANCHOR BOLTS REQUIRED ADHESIVES SHALL CONFORM TO APA SPEC. b. PRO NIDG P ( FOUNDATION WALL POLY VAPOR BARRIER, BGTHE0., WA 96021 (425)406 -9e L AFC, 01. PROVIDE T4G EDGES AT LONG STHDIO HOLDOWN, SEE DETAIL E COLUMNS: PANEL EDGES. 9. FOUNDATION VENTS SHALL NOT INTERFERE BACK FILL TO BE THOROUGHLY GOMPAGTED. C7: 4x4 DF #2 4. SOLID BLOCKING 15 REOUIRED AT BEARING WITH THB DIRECT LOAD PATH OF COLUMNS. IB. 3,000 P51 GONGRETE SHALL BE USED CB) (3) 5/8" ANCHOR BOLTS REQUIRED WALL5, POINT LOADS, AND SUPPORT BEAMS. 10. CONTINUOUS FOOTINGS TO HAVE (2) #4 BAR PER IBC TABLE 1904.2 ENGINEER REVIEW 5. 6" MIN. CLEARANCE BETWEEN EXTERIOR ssrelb 3� A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE GRADE 4 UNPROTEGTED WOOD. ® 48" O:C. - WALLS TO HAVE (1) #4 BAR WITHIN TOP EXISTING STORM SYSTEM. FOUNDATIONS FORALL POINT LOADSABOVE It F1-1 PIAw,NG I IAS NEFN z e EM OF WALL- WITH A MAX WALL HEIGHT OF 4' -6" 6 NOTE: WHEN ANCHOR BOLTS ARE @ 5" O.C. - USE 12' -0" LONG eN.. R THE AITALHNDJ[ S t —'. STHDI ORJ HOLDOWN SEE DETAIL F © (5) 5/8" ANCHOR BOLTS REQUIRED STHD14RJ (TYP) - -- TING E R_PAREO EY WELLER CON9ULPNC N M1EERS, �L TREATED SILL PLATE FRESwRE TtEATED (8) RED, SILL PLATS ® A HDQ8 HOEDOWN MAY BE USED IN LIEU OF THE A35 PER PLAN 5Yi - -RIM JOIST Wv 50LIM BLOCKINS 41 STHD14 HOLDOWN, SEE DETAIL G � 4'- 14 " N I6d ®2a^ oc. ,106. 10022 DA`E: 4/5113 all O5 A HDQ8 HOLDOWN MAY BE USED IN LIEU OF THE m veto IF N0: wET SGNED 6 STHDI4RJ HOEDOWN SEE DETAIL H 12 - - (PLAN VIEW) DETAIL 6 5TUD5 �Dwry TREATED E I l D E;TAs. / 4x6 OF %2 51SS U' . - rvoaB rvoLDOwry - SSTB2e - PRESSURE TREATED SILL PLATE RIM J0157 W/ SOLID E4OLKIN6 DETAIL H PATIO ENGINEERS NOTES - MAIN FLOOR FRAMING: FOUNDATION N07E5: DETAIL D N I. ISOLATED PADS TO BE 18" DIAMETER X 6' THK. 6. CRAWLS G G G . G I. ALL MUD -SILLS TO ATTACHED WITH DESIGN LOADS: --- UNLESS NOTED OTHERWISE. BETWEENN BOTTOM OF FLR. JOIST 5 4 EARTH, MIN. 12" 5" ANCHOR BOLTS W/ 3 "x3 "xl /4" GALV. 50. WASHER .A HE FLOOR DL PSF 2. ALL BEAMS TO BE 4x10 D.F. #2 WITH 5' 0" MAX. N CLEAR i3ELOW BEAMS. 5'- O "O.c. 4 WITHIN 12" FROM EACH CORNER U.N.O. LL =40 PSF "o.c. �C SPAN AT 4x4 POST. U.N.O. 4x4 P057 REQUIRE A ALL WOOD IN CONTACT WITH CONCRETE TO BE CONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP JOIST: 2x10 HF #2 @16 POSITIVE ATTACHMENT AT PIER. (USE SIMPSON ILL U_ pRE55UR�E TREATED. TO Ib' PLATE AT END OF ANY RUN. NOTE: PROVIDE LUS28 HANGERS@ ALL FLUSH FRAMED Q A23) I.R.G. R4013. INSTALL CLEAT @ BEAM. Q ALL GONNEC7OR5 4 FASTENERS FOR PRESSURE 12. CONTRACTOR TO PROVIDE SOILS TEST INFORMATION ENDS U�00� 5. FLOOR FRAMING TO BE 2x10 HP #2 5 TREATED WOOD TO BE HOT - DIPPED GALVANIZED FOR EACH PLAT TO VERIFY MINIMUM 2000 P5F SOIL BEAMS: 4x8 DF #2 U.N.O. JOISTS AT I6" O.G. WITH 5/4" 056 74G LLJ STEEL OR EQUIVALENT PER IR.G. RSI9.S. (TYP) BEARING CAPACITY. NOTE: PROVIDE 4x4 POST@ ALL BEAMS U.N.O. a) SUBFLOOR GLUED AND NAILED, U.N.O. EXTERIOR FOOTINGS SHALL BEAR 1' -6" BELOW FINISH - PROVIDE 4x6 POST @ALL BEAM SPLICES U.N.O. aa)) ADHESIVES SHALL CONFORM TO APA SPEC. b. PRO NIDG P ( FOUNDATION WALL POLY VAPOR BARRIER, GRADE, ALL FOOTINGS TO BEAR ON FIRM L AFC, 01. PROVIDE T4G EDGES AT LONG UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. COLUMNS: PANEL EDGES. 9. FOUNDATION VENTS SHALL NOT INTERFERE BACK FILL TO BE THOROUGHLY GOMPAGTED. C7: 4x4 DF #2 4. SOLID BLOCKING 15 REOUIRED AT BEARING WITH THB DIRECT LOAD PATH OF COLUMNS. IB. 3,000 P51 GONGRETE SHALL BE USED WALL5, POINT LOADS, AND SUPPORT BEAMS. 10. CONTINUOUS FOOTINGS TO HAVE (2) #4 BAR PER IBC TABLE 1904.2 NOTE: 5. 6" MIN. CLEARANCE BETWEEN EXTERIOR CONTINUOUS HORIZ. 4 ALTERNATING #4 'HOOK' BARS 14. TIGHT LINES CONNEGT ROOF WATER TO THE PROVIDE SOLID FRAMING IN JOIST SPACE TO GRADE 4 UNPROTEGTED WOOD. ® 48" O:C. - WALLS TO HAVE (1) #4 BAR WITHIN TOP EXISTING STORM SYSTEM. FOUNDATIONS FORALL POINT LOADSABOVE OF WALL- WITH A MAX WALL HEIGHT OF 4' -6" 6 NOTE: WHEN ANCHOR BOLTS ARE @ 5" O.C. - USE 12' -0" LONG c0 S t —'. PLATES FOUNDATION VENT REQUIREMENT � MAIN FLOOR OPENIN05 SHALL HAVE A NET AREA OF NOT LE55 THAN 1 5,1 Ft. FOR EACH 150 5a; Ft. OF UNDERFLOOR AREA THE OPENINGS SHALL BE COVERED WITH CORROSION - RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4" IN DIMENSION. ONE VENTILATION OPENING SHALL BE WITHIN 5' -0" OF EACH DU LONG CORNER TOTAL FOUNDATION AREA (Sa, Ft): 966 14 "x5" SCREENED VENT AREA (So. Ft. w/ AREA REDUCTION): 0.50 REQUIRED VENTED AREA (SI Ft): FOUNDATION AREA DIVIDED BY ISO 6.51 REQUIRED 14 "xb" FOUNDATION VENTS: REQUIRED AREA DIVIDED BY FOUNDATION VENT AREA 15.15 TOTAL VENTS REOUIRED (ROUNDED UP} 14 a STH0141TVP) (4) REQ. @ GARAGE " LT2" 12' -O" (OPTIONAL 3rd OAR GARAGE) I -12'• 201_011 51 -011 �i®L:;)® N ANA 5HEAR ALL N07E5: F®UNI:�A7ION P = ILOQI v 20' e" PATIO 4" CONCRETE SLAB N/ FIBER MESH o/ GRANULAR FILL SLOPE AWAY FROM HOUSE ELEVATION OF PORCH TO BE NO GREATER O THAN ELF. MAIN __OCR 5Ue -FLOOR 12" LAP AT 2D MV FROM HoLDOWN _ R83RA TIONI IN (BLACK) 12" @ SPACES w /'N2 x36 CONIS. K: 0 NHI b" STEM WA_L N V_ TYPICAL Ln E N �C 161, FTC. U U f m ILL U_ _ E Q O O Q O 41 � U�00� 5 2x10 FLDO JOI C LLJ M 4O O a) III aa)) ry � L L 5 III MAIN FLOOR - N O CRAWL 5PACE 00 10 0 6 c0 S t —'. STHD14RJ (TYP) - -- %Z a °1•I U (8) RED, k- U S - 2 41 � 4'- 14 " N all m 6 12 - - (6 Xj ' 3 axe F # (TYP ❑, f ;I7 o -E] s'i ' -f m .I e 1 3 I. ❑� �0� ❑� ❑� �❑� 3 _ O N l O El H OPT. GARAGE © m .�L BLOCK OUT =O R __ -3 _0. 5 OBI 3 4_11 K a FURNACE 8" AVE E J aJ i m LI 3 © bN 0 J L GARAGE \ o d d I I i OPT. GARAGE �i I 3 1/2" CONCRETE SLAB B B w/ INTEGRATED FIBER REINFORCEMENT X m IN STH010 (TYP) 2 o/ Emil. POLY. VAPOR BARRIER 22"X30 "DRAW- - \ ' (1)REQ. @GARAGE 6 •6 I m o/ COMPACTED GRADE 6 5 5..6 _ 5 m v __ K Q PORCH 311 31_T. 3 -1" 3 ttP.-1 v - — o ' A 1 Al OPT. PORCH In U SLOPE 4" TO OVERHEAD STRIPPING STRIPPING I u m GARAGE DOORS FACE GARAGE FAC S 1/2 OONORETE SLAB a STH0141TVP) (4) REQ. @ GARAGE " LT2" 12' -O" (OPTIONAL 3rd OAR GARAGE) I -12'• 201_011 51 -011 �i®L:;)® N ANA 5HEAR ALL N07E5: F®UNI:�A7ION P = ILOQI v 20' e" PATIO 4" CONCRETE SLAB N/ FIBER MESH o/ GRANULAR FILL SLOPE AWAY FROM HOUSE ELEVATION OF PORCH TO BE NO GREATER O THAN ELF. MAIN __OCR 5Ue -FLOOR 12" LAP AT 2D MV FROM HoLDOWN _ R83RA TIONI IN (BLACK) 12" @ SPACES w /'N2 x36 CONIS. K: 0 NHI N m Tn' 0 m a,o w cv In OTC - N 0 C E N E V m-w-c Eu E_Ec - o m E 0 � o n o v ,4p6122 0 0 c'0a3 O m n +' u y ie .Za c n >occoc E o-m N v N V � °' . 3z V O o_u o O I� i N ' N N5 y O° N y tj 0 OI N V ry qW N C J O L 3 O N UULLII 6 V A m. A = rO W U N C N W T d m 0 N a a u E o 0> m ia c i WNL UYJ 'N OL 61 �� v m c O` O O` O W N� O i hu u,E w --,Za E2�iE -`o v o B Tt o c c 03�vE E o� t O E OI � 'L^ y0 O N 10 X c C C 0 mw- o« ^m mw 0 � c 0 M 0 T � � O >n m> M � V¢ M LQ O a¢ o o c o> t 6i o c 100`0 mcy Eye M-C o E o 0.o ¢ .3 v c a W E x� CT my m 6+�- o c c m m 25 0° 3 '"0 3 °ry Ed a m 1"j q LL In o n o b" STEM WA_L N V_ TYPICAL Ln E N �C 161, FTC. U U f In 0) ILL U_ C E Q O O Q O 41 � U�00� 6p� 2x10 FLDO JOI C LLJ M 4O O a) N aa)) L L LLO N O N 00 10 III J m t RU %Z a °1•I U k- U S - 2 41 � 4'- 14 " all 12 - - (6 Xj ' axe F # (TYP ❑, f ;I7 -E] s'i ' -f .I 1 _ O N l xd p U 0 vQl © m .�L BLOCK OUT =O R __ -3 _0. 5 OBI 3 4_11 a FURNACE 8" AVE E J aJ i Q �a m J L \ d d I I i OPT. GARAGE �i I 3 1/2" CONCRETE SLAB Q w/ INTEGRATED FIBER REINFORCEMENT X m IN o/ Emil. POLY. VAPOR BARRIER 22"X30 "DRAW- - \ ' I m o/ COMPACTED GRADE ACCESS m v K Q 5 SACK MIX FLOOR { - o 1 U SLOPE 4" TO OVERHEAD STRIPPING STRIPPING I u m GARAGE DOORS FACE GARAGE FAC S 1/2 OONORETE SLAB Q p I 24 "x24 "x12 "TH CONC. PAD w/ INTEGRATED FIBER REINi=ORGEMENT 6mll. POLY. VAPOR 51 - -- 2x10, - FLOC Jol ®I "OGI - -- v N = o/ o / COMPACTED GRADE rvl p 0 5 SACK MIX FLOOR `t b" STEM HALL N SLOPE 4" TO OVERHEAD m - YPICAL GARAGE DOORS � I6" FTC. i TYPICAL ry 5' STEM WALL -- ttP1GAL PORCH 16" FTC_ TYPICAL 4" CONCRETE 51 AB F.00TiNG TO 8E CONTINUOUS J w/ EIDER MESH / (" ELEVATION OF - _ - .. __ I GRANULAR FILL TO BE No TERCH No GREATER n a THICKENED EDGE OF GARAGE SLAB SLOPE AWAY FROM THAN I^ BLW. MAIN - `t _ O - - -- � FOOTING TO BE GONTINUOU9 HOUSE FLOOR SUB -FLOOR ' N _ _ _ N THICKENED EDGE OF GARAGE SLAB v -102 I6 - -3" (R.OJ ! CL ! 2 w w 11_10211 B' -3" (R.0) I' -10211 201_01, 51_0,1 I.I_0.1 a 12' -O" (OPTIONAL 3rd GAR GARAGE) FOUNr�A7I ®N / MAIN FLOOR FRAMING W, = 11_0„ N m Tn' 0 m a,o w cv In OTC - N 0 C E N E V m-w-c Eu E_Ec - o m E 0 � o n o v ,4p6122 0 0 c'0a3 O m n +' u y ie .Za c n >occoc E o-m N v N V � °' . 3z V O o_u o O I� i N ' N N5 y O° N y tj 0 OI N V ry qW N C J O L 3 O N UULLII 6 V A m. A = rO W U N C N W T d m 0 N a a u E o 0> m ia c i WNL UYJ 'N OL 61 �� v m c O` O O` O W N� O i hu u,E w --,Za E2�iE -`o v o B Tt o c c 03�vE E o� t O E OI � 'L^ y0 O N 10 X c C C 0 mw- o« ^m mw 0 � c 0 M 0 T � � O >n m> M � V¢ M LQ O a¢ o o c o> t 6i o c 100`0 mcy Eye M-C o E o 0.o ¢ .3 v c a W E x� CT my m 6+�- o c c m m 25 0° 3 '"0 3 °ry Ed a m 1"j q LL In o n o Plan: 2379 CM Lot168 Drawn By: 3W Checked By: Rick C. Scale: 1/411 =1' -0" u.n.o. Date Drawn: 4 -4 -13 Revision Date: 02 -25 -13 I N V_ O Ln E N �C U U f In 0) ILL U_ C E Q O O Q O 41 � U�00� C LLJ M 4O O a) N aa)) L L LLO N O N 00 10 Plan: 2379 CM Lot168 Drawn By: 3W Checked By: Rick C. Scale: 1/411 =1' -0" u.n.o. Date Drawn: 4 -4 -13 Revision Date: 02 -25 -13 I OFT, 3 -GAR GARAGE TRYS TO 61RDER CONN. / METAL HANGER 51ZE T BE DETERMINED BY TRUS, MANUFACTURER T-P) PROVIDE (2) 51MPBON HE END OF 61RDER TRUSSES HIP- MA5TER5 (TYP) ROOF FRAMING NOTES: -' I. ALL HEADERS TO BE 4x8 DF #2 N WITH MAX. 6-0" SPAN, U.N.O. 2. VENTED EAVE BLOCKING @ EXTERIOR WALLS. ®= ROOF VEN- (34 5q. Ft. NET FREE AREA) 3. OVER FRAMED AREA SHOWN AS HATCHED USE 2x6 ® 24" O.G. TYP. 4. SAVE OVERHANG TO BE 18 ", U.N.O. ■ = cur -our TO ALLOW FOR FAN VENTING 5. APPLY ROOFING IN AGGORDANGE !1 x1 WHOLE HOUSE VENT - 5 °x51 EXHAUST FAN WITH I.R.G. SEC. Rg05 O 6. PROVIDE ATTIC ACCESS WITH MIN. DOWNSPOUT LocnnoN OF 22 "X30" CLEAR. 7. ALL TRUSSES SHALL CARRY MANUFACTURER'S STAMP, SHALL BE INSTALLED AND BRACED TO E Q MANUFACTURER'S SPECIFICATIONS, SHALL HAVE Q p DESIGN DETAILS AND DRAWINGS ON SITE FOR I E FRAMING INSPECTION, AND WILL NOT BE FIELD a+. 5 ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEER'S CALGULA7ION5. N 8. TRUSS MANUFACTURER TO SUPPLY ALL o BLOCKING AND / OR HANGERS REQUIRED AT a)N MANUFACTURED TRUSSES. O g. TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY TRUSS MANUFACTURER PRIOR TO GON57RU07ION. 10. PROVIDE (1) TRIMMER AT ALL HEADERS U.N.O. II. PROVIDE (2) P05T ® ALL GIRDER / HIP MASTERS TRUSSES. U.N.O. 12. PROVIDE (2) ROW5 OF 1/4 "x4 -1/2" BIDS SCREWS @ 16" O.G. LEDGER 3 r� olr..l � el I rol Icc I c.i_co i..aa= �rl..a._ QV ENGINEERS NOTES: - ROOF FRAMING ELEV. A DESIGN LOADS: ROOF DL =15 PSF LL = 25 PSF RAFTERS: 2x6 HF #2 gD 24 "o.c. NOTE: PROVIDE LSU26 HANGERS @ ALL FLUSH FRAMED ENDS ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE: PROVIDE (2) 2x POST @ ALL HIP MASTERS 8 GIRDER TRUSSES U.N.O. HEADERS: 4x8 DF #2 U.N.O. NOTE: PROVIDE (1) 2x TRIMMER @ ALL HEADERS U.N.O. H7: 4x12 DF #2 H2: 4x10 OF #2 COLUMNS: C1: (3) 2x(i HF #2 TRUSSES PER PLAN Od o 6" O.G. ROOF SHEATHING VENTED BLOCKING HI @ 24" O.G. (EVERY TRUSS OR RAFTER) VNf",Lc. CJ R'.JSE) FETAL A ROOF VENT REQUIREMENT 2005 LR.O. I.R.O.. 5E0. R8062 - VENTILATION THE NET FREE VENT'LATIN6 AREA SHALL NCOT BE LESS THAN I / ISO OF THE AREA OF SPACE TO BE VENTILATED, EXCEPT THAT THE AREA MAY BE I / 50C PROVDED AT LEAST 50% 4 NOT MORE THAN 80% OF THE REOUIRED VENTILATING AREA 15 FR.OVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEE- ABOVE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE VENT5 AND VENTING RIDGES. EAVE VENTS SHALL BE COVERED WITH OOFRR0510N- RESISTAN7 METAL MESH WITH MESH OPENINGS OF 1/4" IN DIMENSION. TOTAL ROOF AREA (Soy. Ft): U355 SCREENED VENT AREA (5q. Ft. w/ AR@A REDUCTION): 0.34 REQUIRED AREA (TOTAL 5q. Ft. /.2), 698 REQUIRED ROOF AREA DIVIDED BY BOO 2.33 REQUIRED ROOF AREA DIVIDED BY SCREENED VENT AREA 6.83 TOTAL VENT5 REQUIRED (ROUNDED UP): 7 ROOF FRAMING PLAN s OPTION 'A' AF -50'5 AS REO D OR GOR -A -VENT IN VENT INSTALL 36" FROM EDGE OF EAVE. PROVIDES 6.75 50. IN, NET FREE VENTILATION AREA PER LINEAR FOOT. REO'D ONLY OVER GONDITIONED SPACES. BAFFLE TO PROVIDE I" MIN. ASR SPACE ABOVE INSULATION. BAFFLES SHALL EXTEND 6" ABOVE BATT INSULATION 4 12" ABOVE LOOSE FILL INSULATION. __4" METAL FLASHING HI HURRICANE TIE EA. 7RUS5 TYP. SOLID BLOCKING GUT TO FIT TIGHT TO TOP PLATE/ SHEATHING w/ (4) ed NAILS RATED SAVE WHEN GCNSTRUGTED BETWEEN 2' 8 5' FROM PROPERTY LINE. INSTALL SOLID BLOCKING PER FOOTNOTE (A) OF TABLE R502.1 -WAG 51 -52 -0302 T F,ATE0 EAUE DETAIL 3/4" =1' -O" OPT. 5 -GAR GARAGE TRU55 TO GIRDER CONN. - W METAL HANGER SIZE TO BE DETERMINED BY TRUSS MANUFACTURER (TYP) ROOF FRAMING NOTES I. ALL HEADERS TO BE 4x8 DF #2 WITH MAX. 6' -0" SPAN, U.N.O. 2. VENTED EAVE BLOCKING 9 EXTERIOR WALL5. ®= ROOF VENT (B4 5q. Ft. NET FREE AREA) B. OVER FRAMED AREA SHOWN AS HATGHED USE 2x6 @ 24" O.C. TYP. 4. EAVE OVERHANG TO BE 18 ", U.N.O. ■ = cuT-OUr TO A -LOW FOR FAN VENTING 5. APPLY ROOFING IN ACCORDANCE (7x7' WHOLE HOUSE VENT - 5"x5" EXHAUST FAN% WITH I.R.G. SEC. R905 Ds. = DONN5POUT LOCATION 6. PROVIDE ATTIG ACCESS WITH MIN. 0 OF 22 "X30" CLEAR. 7. ALL TRUSSES SHALL CARRY MANUFACTURER'S STAMP, SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S 5PEGIFIGATIONS, SHALL HAVI-' DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING IN51FEG7ION, AND WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPAR7MEN47 APPROVAL OF ENGINEER'S GALGULATIONS. 8. 7RU55 MANUFAGTURER TO SUPPLY ALL BLOGKING AND / OR HANGERS REQUIRED AT MANUFACTURED TRUSSES. q. TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY TRUSS MANUFACTURER PRIOR TO GONETRUOTION. 10. PROVIDE (U TRIMMER AT ALL HEADERS U.N.O. 11. PROVIDE (2) POST 9 ALL GIRDER / HIP MASTERS TRUSSES. U.N.O. 12. PROVIDE (2) ROWS OF I/4 "x4 -1/2" SDS SCREWS G 16' O.O. LEDGER TRUSSES °ER -LAN IOd g 6" O.G. ROOF SHEATHING VENTED BLOCKING HI @ 24" O.G. (EVER" TRUSS OR RAFTER) TO RIM o ALL TRUSS LEDGER CONNECTIONS. IAI ^ L TO TRJSS D-ETA I L n ENGINEERS NOTES: - ROOF FRAMING ELEV. B DESIGN LOADS: ROOF DL = 15 PSF - LL =25 PSF RAFTERS: 2x6 HIP #2 (d 24 "o.c. NOTE: PROVIDE LSU26 HANGERS @ ALL FLUSH FRAMED ENDS ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE: PROVIDE (2) 2x POST @ ALL HIP MASTERS A GIRDER TRUSSES U.N.O. HEADERS: 4x8 DF #2 U.N.O. NOTE: PROVIDE (1) 2x TRIMMER @ ALL HEADERS U.N.O. H1: 4x12 OF #2 112: 30x9 GLIB (24F -V4) H3: 4x10 DF #2 COLUMNS: Cl: (3) 2x6 HF #2 ROOF VENT REQUIREMENT 200q I.R.O. I.R.O. SEC. R806.2 - VENTILATION THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN I / 150 OF THE AREA OF SPACE TO BE VENTILATED, EXCEPT THAT THE AREA MAY BE I / 300, PROVIDED AT LEA5T 50% $ NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 5 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE REOUIRED VENTILATION PROVIDED BY EAVE VENTS AND VENTING RIDGES. EAVE VENTS SHALL BE COVERED WITH CORROSION- RESISTANT METAL M75H W TH MESH OPENINGS OF 1/4" IN D'. HENSION. TOTAL ROOF AREA (5q.. RJ: L3g5 SCREENED VENT AREA (Sq. Ft. w/ AREA REDUOTIOW: 034 REQUIRED AREA (TOTAL Sc,. Ft. / 2): 698 REQUIRED ROOF AREA DIVIDED BY 300 233 REQUIRED ROOF AREA DIVIDED BY 50REENED VENT AREA 6.83 TOTAL VENT5 REQUIRED (ROUNDED UP): 7 ROOF FRAMING PLAN - OPTION IE' V" = 0 x W WEIERGONSUL ➢Na ENGINEERS, P.G 21925 P 80105)4. , WA 98080 21 (425)088 -b- 9868 ENGINEER RENEW Tit S DRAW NO HAS HL €N RENEWED' PER THE ATrAC, UP CALCULA110N5 PREPARED 5Y WEI LEK CONSULTING ENGINEERS, P.C. BY: JOS 10022 DATE: 4/5113 VOID IF NOT WET 5:ONE0 ip a 01 O N 0 L > � 7 N N o o o o o y C N y O O �Eon o� . M.Ecw� cvi ot_m . W p = mO:' -O DU G m n E 2 Co > c c 1E C w m o v c y O� LL 0 4. GI C 2 p o-� v L, c p Gi o m �, a E 3 NL T GUI U VNi IL/1 IOU m 0 i N y d m m N o o c v - - n m t- o ,t N> s m im 3 ,� m e B o m .0�, @@f2-:s E$> c 12' E' E v Yi E `o o v :6 o B v m m o c c L.,UL m> v v c O0 C W f/A m- i- C 0 tj' " LOEI -AE�gE c o moo :s J= N ^ v LL C 1J p c m O M UI N O W`0 3 c ONN N> 3`p 3 A) p, 2- ° ';H" c 1 01 E OI y� v O O n O c n UEy °v it my �n E m d U O y W L C N Id -' HURRICANE CLIPS REQUIRED ®FALL TRU55 ^ PROVIDE (2) 51MF50N HE EACH- N TO wA._L CONNECTIONS (TYP) - A2 TYP. A$ TYP- ENO OF GIRDER TRUSSES 4 HIP-MASTER5 (TYP) 00 v E ._ O � 4_ t u_ _W .C: H2 E Q O Q p te I E U a+. 5 HDR N Lu °�° o M a)N O ° 3 LL QV 0 R l 00 XF W 0 x4 a N IL I III K PRE- AS GO ON T E5 N 24 O.G. o J i m1 W a ryry r III- W Q a Y J Q a z Y J^ i I rxO O W UO� rvQK Z - TK N T IL IL - � T FAQ RIDG ® ® Y 5:12 i I p M t� I � N u X L Q R ❑I _ 1. Ll a O K F �N U _ Cm ❑ z N 5 "x5" EXHAUST - FAN GUT -OUT ■ zu ,I - T N] - _- ERFRA IN6 '2+x24 . ,II I J L I IL I � -- L L_. J L IIL - JL .. J L j L J111 . J L J L L H3 ' -- GIRDER TRU55 (GT -4) c1 512 512 C1 - N IGKE ry W N Q LL Y 4x1 'HF #2 LL u HER O E T m _..... -. W GABLE HDR q GABLE _ END ORDER rv/ 12" RAKAK E _ ROPPED BEAM = A L -�_ GABLE END 6 E GIRDER TRUSS E' RAE 1.1G ®24" . w/ HI PAOKA 14" OVERHANG (TYP_ U.N _OJ _ _ - -_ -- -- -. - I8" OVERHANG (TYP U N O) _ ROOF FRAMING PLAN - OPTION IE' V" = 0 x W WEIERGONSUL ➢Na ENGINEERS, P.G 21925 P 80105)4. , WA 98080 21 (425)088 -b- 9868 ENGINEER RENEW Tit S DRAW NO HAS HL €N RENEWED' PER THE ATrAC, UP CALCULA110N5 PREPARED 5Y WEI LEK CONSULTING ENGINEERS, P.C. BY: JOS 10022 DATE: 4/5113 VOID IF NOT WET 5:ONE0 ip a 01 O N 0 L > � 7 N N o o o o o y C N y O O �Eon o� . M.Ecw� cvi ot_m . W p = mO:' -O DU G m n E 2 Co > c c 1E C w m o v c y O� LL 0 4. GI C 2 p o-� v L, c p Gi o m �, a E 3 NL T GUI U VNi IL/1 IOU m 0 i N y d m m N o o c v - - n m t- o ,t N> s m im 3 ,� m e B o m .0�, @@f2-:s E$> c 12' E' E v Yi E `o o v :6 o B v m m o c c L.,UL m> v v c O0 C W f/A m- i- C 0 tj' " LOEI -AE�gE c o moo :s J= N ^ v LL C 1J p c m O M UI N O W`0 3 c ONN N> 3`p 3 A) p, 2- ° ';H" c 1 01 E OI y� v O O n O c n UEy °v it my �n E m d U O y W L C N Id Plan: 2379 CM LoI Drawn By: 4x4 1 W - - POST Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 4 -4 -13 Page: V N 00 v E ._ O � 4_ t u_ _W .C: E Q O Q p te I E U a+. 5 N Lu °�° o M a)N O ° 3 LL 0 N 00 %D Plan: 2379 CM LoI Drawn By: 4x4 1 W - - POST Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 4 -4 -13 Page: