Loading...
3088 3 car and patio optLEFT ELEVATION "All VINYL WIN. 5 /4xG @ TOP 5/4x4 @ SIDES I x3 51 LL w/ 5/4x4 @ BOTTOM SHAKE SIDING 8" REVEAL LAP SIDING, INSTALL PER MANUF. MAINTAIN MIN. I "CLR. FROM SIDING TO ROOF (TYP.) 2Gga. FLASHING (TYP.) 5/4x4 CORNER BOARDS @ FRONT. FE -5/4x4 TRIM ELEVATION_ NOTES: 1. PROVIDE FLASHING 4 ALL WINDOW $ DOOR OPENINGS (IRC703.8) 2. APPROVED HOUSE NUMBERS SHALL BE PROVIDED IN SUCH A POSITION TO BE PLAINLY VISIBLE * LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (RC P319, 1) 3. GRADE G" MIN. CLR. SIDING TO EARTH (TYE.) MIN. SLOPE OF 5% AWAY FROM STRUCTURE. 4, WINDOW MANUF. MUST PROVIDE INSTALLATION INSTRUCTION5. INSTALLATION MUST COMPLY w/ THE WINDOWS INSTALLATION INSTRUCTIONS (IRC RG 1 2. 1) RIGHT ELEVATION "A'1 O �o u FRONT ELEVATION "A" II I x4 CORNER BOARDS @ SIDES 4BACK REAR ELEVATION "A" OPT. COVERED PATIO >K °ov� °=ELSE 8t�i� 'i S t: 6 oY v�vEa+g��� 9 �,rn n c P c o E o f o,E�i 4�o 3 u_' -^`o�a cgs It w W. UZI0, 0 ' M - f y13 E vs c c�0 a E �3 ! Cpp °'S33. g i'o LL. H i - aw �aa°i c mn'u°.°. ny '" r�2'cE yj4E oI `w ° a Lo us.4.> vcv 'm c,Q oa o cBiN Vm� , A8..8 mmE omai ,i o 8m c °y-c'¢ 0 �o L"o.3 cmi3ma 9LLLLa��Qt K ! mmgi 0 37@ c 1714 Ct O f71 E .c: O E Qo a o_ . o uN0)W a� . 0 w 00 wN j L a U') w L O L N O N W 01, 0 LEFT ELEVATION 111511 HEAVY DASHED LINE INDICATES DOWNSPOUT (TYP.) VINYL WIN. 5/4x6 @ TOP 5/4x4 @ SIDES I x3 51 LL w/ 5/4x4 @ BOTTOM B &B 51DING @ I G" O.0 MAINTAIN MIN, I "CLR. FROM 51DING TO ROOF (TYP.) 26ga. ffA5HING (TYF.) LAP SIDING, IN5TALL PER MANUF, 5/4x4 CORNER BOARDS @ FRONT. ELEVATION NOTES: . PROVIDE PLASHING * ALL WINDOW $ DOOR OPENINGS (IRC703.6) 2. APPROVED HOUSE NUMBERS SHALL BE PROVIDED IN SUCH A POSITION TO BE PLAINLY VISIBLE * LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (IRC R319. 1) 3. GRADE G" MIN. CLR. 51DING TO EARTH (TYF.) MIN. SLOPE OF 5% AWAY FROM STRUCTURE. 4, WINDOW MANUF. MUST PROVIDE INSTALLATION INSTRUCTIONS. INSTALLATION MUST COMPLY w/ THE WINDOWS INSTALLATION INSTRUCTIONS (IRC R61 2. 1) RIGHT ELEVATION 11811 I x4 CORNER BOARDS @ SIDES # BACK t 5/4x4 TRIM 0 i£L'.�1:1h 7 .I. v� 7 ' 4 L� f 8 TRIM w1 FLA5F" MAINTAIN MIN. I" CLR, FROM SIDING TO CONC. (TYP.) 266ja. FLASHING (TYP.) FRONT ELEVATION '1811 SlAv ROOFING REAR ELEVATION 11811 OPT. COVERED PATIO � E50 o;c_E 57 °ID �8 '—axt m. a'E K'E�l o'E. ` m 23 o E E 6 m'�, vt V'O-vE..Q d3 0 o' LL BTsnn §N C' a y'1 C _ E y5 p HN E3° :5 g .4o3, may. E$�c EmLE o �aa„tgcO >B --oo. c ¢�1 o m.`. 0 5 N.5 LL C q T+ t ._ VI N O pl KTLa� ge Was Aa &$gyp° mc£.:E ,.Nyop cno¢.�mtI ps � 'E v g E 79 o3BgiG� T �10 v � J � Plan: 3088 Drawn By: Toby -, Checked By: Rick C. — Scale: 1/4 " =1' -0" u.n.o. Date Drawn: — 11 -8 -11 C' N 00 •� V w N CL LL 'C E Q CL o EO U rn 0) 00 c W O a-+ OQ) N 00) V) 4-j .0 �S LL r4 O 00 ILN — — - lfl - -L� � J � Plan: 3088 Drawn By: Toby -, Checked By: Rick C. — Scale: 1/4 " =1' -0" u.n.o. Date Drawn: — 11 -8 -11 Go @ 16" o.C. -5HEAK WALL EDGE NAILING RIM JO15T LOCATE SHEATHING JOINT @ COMMON MEMBER SHEAR TRANSFER HANDRAIL �O I Oa �w �w �m 3/4" MIN z- 112 "MAX z 10" MIN. ---kkk p TREAD �I12 "GIB EXT. WALL 3/4" = 1 -0" Izz' -2x FIREBLOCK @ MIDPOINT OF 5TAIR5 1 2 5TRINGER5 NOTES: - FIRE - BLOCKING REDD @ STRINGER BETWEEN EACH WALL STUD - PROVIDE 5WITCHED LIGHTING PER IRC K303.G - PROFILE OF TREAD TO COMPLY WITH IRC R31 1.5.3.3 TYP. STAIR SECTION PER IRC R31 1.7 3/4" = P -0" COMP. ROOF OVER # 15 ROOFING PAPER OVER 7/16`0515 ROOF SHEATHING PRE - MANUF. ROOF TRU55E5 -� IN50L. BAFFLE I" CLR. AIR 5PACE� COMP ROOF ON # 15 --\ ROOFING PAPER , P- 40IN5UL. H I HURRICANE TIE @ EA. TRU55 'T -3/4 1 SG PLYWOOD 51-15 -FLOOR GLUED S NAILED 9YF.) C? 2x 122ND FLOOR JOISTS IN "-112 GYB @ CBLING5 4 WALL5 - _HEADER PER PLAN PROVIDE FLASHING C ALL WINDOW S DOOR OPENINGS (IRC703.8) its TYP WALL CON5T. SIDING ITO BE DETERMINED BY BUILDER) 7/1 6" 05B WALL 5HEATHING 2x6 5TUD5 @ 16" O.C. R-21 INSULATION 112" GWB x210 1 ST FLOOR J015T5 ,- R -30 IN5UL. MIN, DIST. TO ��%� A W, UNPROTECTED ��,- -I WOOD ABOVE -_._2x P.T. ELATE (WIDTH TO MATCH FRAMING) GRADE GRADE °" - #4 BAR5 HORi7. WITHIN 12° OF THE 1 OP w/MAX HT. OF 4' -6' X5/8" A.B. w/ 3x3 "x I14" WASHERS 5' O.G. @ (+ I) 12" FROM EACH PLATE END (U.N.OJ 4° DIA ROOF �,\ ,o #4 HOOK BARS VERT @ 4" O.C. TYP. DRAIN TYP ' / /,Q \ - -(2) #4 BARS @ BOTTOM FOOTING /���`='v��� 11A81TABLE AREASr - -I -4 " -- -- 6 MIL. BLACK V15QUEEN VAPOR BARRIER TYP. HOU5E SECTION 314" = 1 ' -0" Ixl2 5HELF -� I x3 TRIM -) 2 1/4" CROWN COAT HOOK LOC. @ P O.C. Ix8 PANEL BEAD BEADED PANEL O 3!4" MDF over, I N 3/4" P. W. \ �3 I x3 TRIM - m 1x3 CLEAT -- i � a N 3!4" P.W.�� O eRAGE MUDROOM BENCH 5EC. -- - 3/4" = I _O„ N I oc2 moo, g�lm I � 0 m It O o� L = O C _ J STH ID ORJ - 4.r2 EXT. GARAGE HDR. TO CORNERS (BOTH SIDES) PROVIDE NAILING PER SHEAR WALL DETAIL "B /A3" SHEAF WALL SCHEDULE v=350 p if 7/16' 0513 wl 8d COMMON NAILS @ 6" O.G. ANCHORAGE (INT WALL5 ONLY) TO 51NGLE .101ST OR BLKG BELOW: I6d (BOX) @ 4" O.C. /4 I v =560 pIf 7/ 1 6" 058 W/ 8d COMMON NAILS @ 4" O.C. . ANCHORAGE (INT WALL5 ONLY) TO 4x (MIN) BEAM OR BLKG BELOW: 16d (BOX) @ 3" O.G. NOTE: USE MIN 3" NOMINAL- 5TUD5 @ ADJOINING PANEL EDGE5"', 3 v =715 If 7/1 G" 058 W/ 8d COMMON NAIL5 @ 3" O.C. _ L� I p ANCHORAGE (INT WALLS ONLY) TO 4x (MIN) BEAM OR BLKC BELOW: 16d (BOX) @ 2" O.C. '.. v =950 pIf ANCHORAGE (INT (�T WOALLS ONLY) O 4x (MW B1EAM OR BILKS EDGES ?HE SHEAR VAWCS- BELOW. 1/4'x 4-112" SDS SCREWS @ 3 O.C. NOTE: USE MIN 3" NOMINAL 5TUD5 @ADJOINING PANEL EDGES /ILL EXTERIOR WALL5 ALLS ABOVE ARE 5A5ED UPON f'1E USE OF 8d COMMON NAIL5 w/A FULL TO BE 5W -G (U.N.O.) HEAD, A SHANK DIA OF 0.131 ', S A MIN. PENETRATION OF 375 ". FROW, TABLE 2306 3 U5E 15J32'; 8d VAWF5 W/ A 0.93 REDUCTION FOR HEM-FIR 4 4 INCREASE FOR WIND - - 39 - -17-8' -- - 21' -4" �/ v 4 G05C 5L wn .ael 2868 aoz ao„ 'PULL �y (LIGHT' Bi21H V J BEAM UP I = 5THD I ORJ IWA d8GR IA11121 "I � ­ t a 11. ., lla9 n 6056 5L ° o " 5 -I /8x9 "GLB s� cv KITCHEN r,$`1� (24F -V4) HEIR 4 p> r I x 14-5" `? `_.. 0 CFM MIN RANGE FAN II _ OPT. HARDWOOD , NOOK (ISLAND TO MOVE BACK y - _ v LI 6'-4 I /2' 0' -3" x 15' -6 f - N I G" WHEN SELECTED) rI 5' w/ HD.WD a OPi. 3/4 BATH - _ FAMILY ROOM SEE DETAIL _ m "- rBEARING WALL 1, D O 7 x 17' - 0-4` 4 -- 2 -( Zx6 BEARING WALL' -r A 3'8 X2 a� 36" x 81-1/2" -� 1 tv N w �m > CASED OPENING C� _ �q,(O " -0 n BU_LERY o IC) 2x6 BEARING WALL �' 'l 3" PWDR 5 - -�u NI_ -._ -- t UN 3 -- ,- ARCH - 1 3 &' - 2,_3,: 2668 3 �M N 10 - ..4. -2`- LL _ I - O MUD v DEN ROOM 7 _4 DINING 3._ I 11 x 9' 6" SEE DETAIL r" N 1 O'_4" x 10' N U I 3'-651/2' i = OPT. WAINSCOT - q m' 4 i ro 6O" 3 " m BEAM UP _ ___ -.. 14, V05 �WH 13'b 1/2 " 5- 10 " - -- N BOLLARD Lv 6, STHD I ORJ Ln 2'16" , 115' 20 MIN. DOOR-1 LIVING GARAGE 12' x 12' 9' x 19' -G" ENTRY PROVIDE (1) LAYER. 5/8" TYPE -X -ADD (1) A -35 EACH BLOCK GWB ALONG ALL "WARM" WALLS C9 105C, j TO WALL TOP PLATE € (1) LAYER @ 112" GWB REQ'D 5610`,\ ON ALL WALLS SUPPORTING A TRANS PIC 4x 10 DF #2 HDR SECOND STORY IRC 8309.2 _ 3()68 'ITEM i 6050 5L - - . -._ - -- -- -------- _ 4 `, v 'STHD t 0Fj 'N �Axt A844- °1 w /ACq � I ' 5THD NZ 2" /y 16' -3" - -G'_6" - 12 -6 - 22 /2" MAIN FLOOR PLAN NOTES MAIN FLOOD WALLS �1' -19'-) 112"- BEARING WALL TO BE ♦ ( REPLACED wl 4x8 DF #2 BEAM WINDOW HEADER TIGHT TO TOP PLATE (U.N.O.) ALL HEADERS TO BE DF #2 1 UNDER -FLOOR SUPPORT DOES 1 1 NOT CHANGE LOCATION 1 1 51_91 ' 1 1 1 1 1 1 I ., 203.75 1 1 (G) COAT 1 HUCQG8 HANGAR \- PIER "'0 cJ HOOKS PAD 18 (2 PLCS) 1 1 1 ° O 1 N N _ N GLAZING PERCENT ( > - 1 1 12 SHELF fv - %Z468 ' WAINCOT OPT. 3/4 BATH N I oc2 moo, g�lm I � 0 m It O o� L = O C _ J STH ID ORJ - 4.r2 EXT. GARAGE HDR. TO CORNERS (BOTH SIDES) PROVIDE NAILING PER SHEAR WALL DETAIL "B /A3" SHEAF WALL SCHEDULE v=350 p if 7/16' 0513 wl 8d COMMON NAILS @ 6" O.G. ANCHORAGE (INT WALL5 ONLY) TO 51NGLE .101ST OR BLKG BELOW: I6d (BOX) @ 4" O.C. /4 I v =560 pIf 7/ 1 6" 058 W/ 8d COMMON NAILS @ 4" O.C. . ANCHORAGE (INT WALL5 ONLY) TO 4x (MIN) BEAM OR BLKG BELOW: 16d (BOX) @ 3" O.G. NOTE: USE MIN 3" NOMINAL- 5TUD5 @ ADJOINING PANEL EDGE5"', 3 v =715 If 7/1 G" 058 W/ 8d COMMON NAIL5 @ 3" O.C. _ L� I p ANCHORAGE (INT WALLS ONLY) TO 4x (MIN) BEAM OR BLKC BELOW: 16d (BOX) @ 2" O.C. '.. v =950 pIf ANCHORAGE (INT (�T WOALLS ONLY) O 4x (MW B1EAM OR BILKS EDGES ?HE SHEAR VAWCS- BELOW. 1/4'x 4-112" SDS SCREWS @ 3 O.C. NOTE: USE MIN 3" NOMINAL 5TUD5 @ADJOINING PANEL EDGES /ILL EXTERIOR WALL5 ALLS ABOVE ARE 5A5ED UPON f'1E USE OF 8d COMMON NAIL5 w/A FULL TO BE 5W -G (U.N.O.) HEAD, A SHANK DIA OF 0.131 ', S A MIN. PENETRATION OF 375 ". FROW, TABLE 2306 3 U5E 15J32'; 8d VAWF5 W/ A 0.93 REDUCTION FOR HEM-FIR 4 4 INCREASE FOR WIND - - 39 - -17-8' -- - 21' -4" �/ v 4 G05C 5L wn .ael 2868 aoz ao„ 'PULL �y (LIGHT' Bi21H V J BEAM UP I = 5THD I ORJ IWA d8GR IA11121 "I � ­ t a 11. ., lla9 n 6056 5L ° o " 5 -I /8x9 "GLB s� cv KITCHEN r,$`1� (24F -V4) HEIR 4 p> r I x 14-5" `? `_.. 0 CFM MIN RANGE FAN II _ OPT. HARDWOOD , NOOK (ISLAND TO MOVE BACK y - _ v LI 6'-4 I /2' 0' -3" x 15' -6 f - N I G" WHEN SELECTED) rI 5' w/ HD.WD a OPi. 3/4 BATH - _ FAMILY ROOM SEE DETAIL _ m "- rBEARING WALL 1, D O 7 x 17' - 0-4` 4 -- 2 -( Zx6 BEARING WALL' -r A 3'8 X2 a� 36" x 81-1/2" -� 1 tv N w �m > CASED OPENING C� _ �q,(O " -0 n BU_LERY o IC) 2x6 BEARING WALL �' 'l 3" PWDR 5 - -�u NI_ -._ -- t UN 3 -- ,- ARCH - 1 3 &' - 2,_3,: 2668 3 �M N 10 - ..4. -2`- LL _ I - O MUD v DEN ROOM 7 _4 DINING 3._ I 11 x 9' 6" SEE DETAIL r" N 1 O'_4" x 10' N U I 3'-651/2' i = OPT. WAINSCOT - q m' 4 i ro 6O" 3 " m BEAM UP _ ___ -.. 14, V05 �WH 13'b 1/2 " 5- 10 " - -- N BOLLARD Lv 6, STHD I ORJ Ln 2'16" , 115' 20 MIN. DOOR-1 LIVING GARAGE 12' x 12' 9' x 19' -G" ENTRY PROVIDE (1) LAYER. 5/8" TYPE -X -ADD (1) A -35 EACH BLOCK GWB ALONG ALL "WARM" WALLS C9 105C, j TO WALL TOP PLATE € (1) LAYER @ 112" GWB REQ'D 5610`,\ ON ALL WALLS SUPPORTING A TRANS PIC 4x 10 DF #2 HDR SECOND STORY IRC 8309.2 _ 3()68 'ITEM i 6050 5L - - . -._ - -- -- -------- _ 4 `, v 'STHD t 0Fj 'N �Axt A844- °1 w /ACq � I ' 5THD NZ 2" /y 16' -3" - -G'_6" - 12 -6 - 22 /2" MAIN FLOOR PLAN NOTES MAIN FLOOD WALLS �1' -19'-) 112"- WINDOW SIZES It ROUGH OPENINGS TO BE VERIFIED BY CONTRACTOR, 9' CEILINGS S " 2. WINDOW HEADER TIGHT TO TOP PLATE (U.N.O.) ALL HEADERS TO BE DF #2 - -18 1 /2' = 1 - -_ I 1 1 6 1/2 ------------ 1 _GLAZING r- 1 1 ., 203.75 1 1 (G) COAT 1 HUCQG8 HANGAR \- PIER "'0 1 HOOKS PAD 18 (2 PLCS) 1 1 x 8" THK. TYP. v y 8. 1 N 1 _ N GLAZING PERCENT ( > - 1 1 12 SHELF o(V ' WAINCOT o (VNcu ; i I i I �I`- - -5-9 112"- - w r.... ... ...... ........... 1 Roof Vent Calculations 1 1 200 517 of attic area multiplied by /300th = .67 square feet. Provide 25 % MUDROOM DETAIL (. 167 5F) at cave vents and 75% (,5 SF) at mm 36" above eaves at roof area, N I oc2 moo, g�lm I � 0 m It O o� L = O C _ J STH ID ORJ - 4.r2 EXT. GARAGE HDR. TO CORNERS (BOTH SIDES) PROVIDE NAILING PER SHEAR WALL DETAIL "B /A3" SHEAF WALL SCHEDULE v=350 p if 7/16' 0513 wl 8d COMMON NAILS @ 6" O.G. ANCHORAGE (INT WALL5 ONLY) TO 51NGLE .101ST OR BLKG BELOW: I6d (BOX) @ 4" O.C. /4 I v =560 pIf 7/ 1 6" 058 W/ 8d COMMON NAILS @ 4" O.C. . ANCHORAGE (INT WALL5 ONLY) TO 4x (MIN) BEAM OR BLKG BELOW: 16d (BOX) @ 3" O.G. NOTE: USE MIN 3" NOMINAL- 5TUD5 @ ADJOINING PANEL EDGE5"', 3 v =715 If 7/1 G" 058 W/ 8d COMMON NAIL5 @ 3" O.C. _ L� I p ANCHORAGE (INT WALLS ONLY) TO 4x (MIN) BEAM OR BLKC BELOW: 16d (BOX) @ 2" O.C. '.. v =950 pIf ANCHORAGE (INT (�T WOALLS ONLY) O 4x (MW B1EAM OR BILKS EDGES ?HE SHEAR VAWCS- BELOW. 1/4'x 4-112" SDS SCREWS @ 3 O.C. NOTE: USE MIN 3" NOMINAL 5TUD5 @ADJOINING PANEL EDGES /ILL EXTERIOR WALL5 ALLS ABOVE ARE 5A5ED UPON f'1E USE OF 8d COMMON NAIL5 w/A FULL TO BE 5W -G (U.N.O.) HEAD, A SHANK DIA OF 0.131 ', S A MIN. PENETRATION OF 375 ". FROW, TABLE 2306 3 U5E 15J32'; 8d VAWF5 W/ A 0.93 REDUCTION FOR HEM-FIR 4 4 INCREASE FOR WIND - - 39 - -17-8' -- - 21' -4" �/ v 4 G05C 5L wn .ael 2868 aoz ao„ 'PULL �y (LIGHT' Bi21H V J BEAM UP I = 5THD I ORJ IWA d8GR IA11121 "I � ­ t a 11. ., lla9 n 6056 5L ° o " 5 -I /8x9 "GLB s� cv KITCHEN r,$`1� (24F -V4) HEIR 4 p> r I x 14-5" `? `_.. 0 CFM MIN RANGE FAN II _ OPT. HARDWOOD , NOOK (ISLAND TO MOVE BACK y - _ v LI 6'-4 I /2' 0' -3" x 15' -6 f - N I G" WHEN SELECTED) rI 5' w/ HD.WD a OPi. 3/4 BATH - _ FAMILY ROOM SEE DETAIL _ m "- rBEARING WALL 1, D O 7 x 17' - 0-4` 4 -- 2 -( Zx6 BEARING WALL' -r A 3'8 X2 a� 36" x 81-1/2" -� 1 tv N w �m > CASED OPENING C� _ �q,(O " -0 n BU_LERY o IC) 2x6 BEARING WALL �' 'l 3" PWDR 5 - -�u NI_ -._ -- t UN 3 -- ,- ARCH - 1 3 &' - 2,_3,: 2668 3 �M N 10 - ..4. -2`- LL _ I - O MUD v DEN ROOM 7 _4 DINING 3._ I 11 x 9' 6" SEE DETAIL r" N 1 O'_4" x 10' N U I 3'-651/2' i = OPT. WAINSCOT - q m' 4 i ro 6O" 3 " m BEAM UP _ ___ -.. 14, V05 �WH 13'b 1/2 " 5- 10 " - -- N BOLLARD Lv 6, STHD I ORJ Ln 2'16" , 115' 20 MIN. DOOR-1 LIVING GARAGE 12' x 12' 9' x 19' -G" ENTRY PROVIDE (1) LAYER. 5/8" TYPE -X -ADD (1) A -35 EACH BLOCK GWB ALONG ALL "WARM" WALLS C9 105C, j TO WALL TOP PLATE € (1) LAYER @ 112" GWB REQ'D 5610`,\ ON ALL WALLS SUPPORTING A TRANS PIC 4x 10 DF #2 HDR SECOND STORY IRC 8309.2 _ 3()68 'ITEM i 6050 5L - - . -._ - -- -- -------- _ 4 `, v 'STHD t 0Fj 'N �Axt A844- °1 w /ACq � I ' 5THD NZ 2" /y 16' -3" - -G'_6" - 12 -6 - 22 /2" MAIN FLOOR PLAN NOTES MAIN FLOOD WALLS �1' -19'-) 112"- WINDOW SIZES It ROUGH OPENINGS TO BE VERIFIED BY CONTRACTOR, 9' CEILINGS S " 2. WINDOW HEADER TIGHT TO TOP PLATE (U.N.O.) ALL HEADERS TO BE DF #2 - -18 1 /2' = 3. EXT. WALLS TO BE 2x6 STUDS @ 16" O.C., ALL HDR 4x DP #2 U.N.O. I 1 A FIRE -BLOCK ALL PLUMBING PENETRATIONS * STAIR RUNS (IRC 8302.1 1) SUMMARY ------------ SAFETY GLAZING AS PER IRC 308.4 _GLAZING 5 1,18"x9" GLB (24F V4) 1 ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED. ALL Goes #p066 ' w /4CSe�s 203.75 1 wIPG6 i 1 II II� 1 1 HUCQG8 HANGAR \- PIER "'0 1 1 PAD 18 (2 PLCS) 1 _ TOTAL 5Q. FT. x 8" THK. TYP. v y 8. 5MOKE/C0 DETECTOR: I I Ov, BATT. BACKUP, # INTERCONNECTED N 1 9. PROVIDE STAIRWAY ILLUMINATION (IRC 8303.7) GLAZING PERCENT ( > - 1 X Own � N OPT. COVERED PATIO v o(V C wM o (VNcu 1 O I i I w r.... ... ...... ........... 1 Roof Vent Calculations 1 1 200 517 of attic area multiplied by /300th = .67 square feet. Provide 25 % 1 1 (. 167 5F) at cave vents and 75% (,5 SF) at mm 36" above eaves at roof area, 1 1 per IRC 80G.2, so (Roof Vent - .,34 sq. ft.) (2) AF 50 vent5 required. 1 I - -17-11 1/2"-- - 00 _ GABLE END %0 ______ _ _ __ __ ____ - - - -- 1 1 1 I II 1 I II I I T - II i 1 1 6- 4.5:12 i ❑ ❑ 4.5:12 `� 1 II 1 OPT. COVERED PATIO N I oc2 moo, g�lm I � 0 m It O o� L = O C _ J STH ID ORJ - 4.r2 EXT. GARAGE HDR. TO CORNERS (BOTH SIDES) PROVIDE NAILING PER SHEAR WALL DETAIL "B /A3" SHEAF WALL SCHEDULE v=350 p if 7/16' 0513 wl 8d COMMON NAILS @ 6" O.G. ANCHORAGE (INT WALL5 ONLY) TO 51NGLE .101ST OR BLKG BELOW: I6d (BOX) @ 4" O.C. /4 I v =560 pIf 7/ 1 6" 058 W/ 8d COMMON NAILS @ 4" O.C. . ANCHORAGE (INT WALL5 ONLY) TO 4x (MIN) BEAM OR BLKG BELOW: 16d (BOX) @ 3" O.G. NOTE: USE MIN 3" NOMINAL- 5TUD5 @ ADJOINING PANEL EDGE5"', 3 v =715 If 7/1 G" 058 W/ 8d COMMON NAIL5 @ 3" O.C. _ L� I p ANCHORAGE (INT WALLS ONLY) TO 4x (MIN) BEAM OR BLKC BELOW: 16d (BOX) @ 2" O.C. '.. v =950 pIf ANCHORAGE (INT (�T WOALLS ONLY) O 4x (MW B1EAM OR BILKS EDGES ?HE SHEAR VAWCS- BELOW. 1/4'x 4-112" SDS SCREWS @ 3 O.C. NOTE: USE MIN 3" NOMINAL 5TUD5 @ADJOINING PANEL EDGES /ILL EXTERIOR WALL5 ALLS ABOVE ARE 5A5ED UPON f'1E USE OF 8d COMMON NAIL5 w/A FULL TO BE 5W -G (U.N.O.) HEAD, A SHANK DIA OF 0.131 ', S A MIN. PENETRATION OF 375 ". FROW, TABLE 2306 3 U5E 15J32'; 8d VAWF5 W/ A 0.93 REDUCTION FOR HEM-FIR 4 4 INCREASE FOR WIND - - 39 - -17-8' -- - 21' -4" �/ v 4 G05C 5L wn .ael 2868 aoz ao„ 'PULL �y (LIGHT' Bi21H V J BEAM UP I = 5THD I ORJ IWA d8GR IA11121 "I � ­ t a 11. ., lla9 n 6056 5L ° o " 5 -I /8x9 "GLB s� cv KITCHEN r,$`1� (24F -V4) HEIR 4 p> r I x 14-5" `? `_.. 0 CFM MIN RANGE FAN II _ OPT. HARDWOOD , NOOK (ISLAND TO MOVE BACK y - _ v LI 6'-4 I /2' 0' -3" x 15' -6 f - N I G" WHEN SELECTED) rI 5' w/ HD.WD a OPi. 3/4 BATH - _ FAMILY ROOM SEE DETAIL _ m "- rBEARING WALL 1, D O 7 x 17' - 0-4` 4 -- 2 -( Zx6 BEARING WALL' -r A 3'8 X2 a� 36" x 81-1/2" -� 1 tv N w �m > CASED OPENING C� _ �q,(O " -0 n BU_LERY o IC) 2x6 BEARING WALL �' 'l 3" PWDR 5 - -�u NI_ -._ -- t UN 3 -- ,- ARCH - 1 3 &' - 2,_3,: 2668 3 �M N 10 - ..4. -2`- LL _ I - O MUD v DEN ROOM 7 _4 DINING 3._ I 11 x 9' 6" SEE DETAIL r" N 1 O'_4" x 10' N U I 3'-651/2' i = OPT. WAINSCOT - q m' 4 i ro 6O" 3 " m BEAM UP _ ___ -.. 14, V05 �WH 13'b 1/2 " 5- 10 " - -- N BOLLARD Lv 6, STHD I ORJ Ln 2'16" , 115' 20 MIN. DOOR-1 LIVING GARAGE 12' x 12' 9' x 19' -G" ENTRY PROVIDE (1) LAYER. 5/8" TYPE -X -ADD (1) A -35 EACH BLOCK GWB ALONG ALL "WARM" WALLS C9 105C, j TO WALL TOP PLATE € (1) LAYER @ 112" GWB REQ'D 5610`,\ ON ALL WALLS SUPPORTING A TRANS PIC 4x 10 DF #2 HDR SECOND STORY IRC 8309.2 _ 3()68 'ITEM i 6050 5L - - . -._ - -- -- -------- _ 4 `, v 'STHD t 0Fj 'N �Axt A844- °1 w /ACq � I ' 5THD NZ 2" /y 16' -3" - -G'_6" - 12 -6 - 22 /2" MAIN FLOOR PLAN NOTES MAIN FLOOD WALLS N o,. D c� u� O N v� N �1' 1. WINDOW SIZES It ROUGH OPENINGS TO BE VERIFIED BY CONTRACTOR, 9' CEILINGS 2. WINDOW HEADER TIGHT TO TOP PLATE (U.N.O.) ALL HEADERS TO BE DF #2 3. EXT. WALLS TO BE 2x6 STUDS @ 16" O.C., ALL HDR 4x DP #2 U.N.O. I 4. FIRE -BLOCK ALL PLUMBING PENETRATIONS * STAIR RUNS (IRC 8302.1 1) SUMMARY 5. SAFETY GLAZING AS PER IRC 308.4 _GLAZING j G. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED. ALL 15T FLOOR_ 203.75 CONNECTORS * FASTENERS FOR P.T. WOOD TO CONFORM TO IRC R3 17.3. 2ND FLQOR 1 84.5 7. PRE - FABRICATED FIREPLACES, CHIMNEYS # RELATED COMPONENTS TO BEAR N U.L. OR I.C.C. SEAL OF APPROVAL # TO BE INSTALLED PER MANUF. SPECS. _ TOTAL 5Q. FT. 388.25 8. 5MOKE/C0 DETECTOR: I I Ov, BATT. BACKUP, # INTERCONNECTED O 9. PROVIDE STAIRWAY ILLUMINATION (IRC 8303.7) GLAZING PERCENT 12.57% N o,. D c� u� O N v� N WELLER CONSULTING ENGINEERS P.C. 21 925 8TH PL W. BOTHELL, WA 98021 425.488.9868 '.. ENGINEER REVIEW TH15 DRAWING HA5 BEEN REVIEWED PER '. THE ATTACHED CALCULATION5 PREPARED BY WELLLE.RR CONSULTING ENGINEERS, P.C. JOB. dl •- 039, -__ DATE: _lZiliZ111 VOID If NOT WET 51GNED 2x4 WALL (4x4 POINT I CAD c -WHERE INDIC -ATED) \ / 2x8 112" 5HEEIING 8x8 P05T DETAIL PROVIDE1 50LIIDD LOCKING TO FOUNDATION SQ. FOOTAGE SUMMARY 15T FLOOR 1 ,41 1 2ND FLOOR 1,G77 TOTAL 3,088 GARAGE 395 OPT. GARAGE 240 STD. PLAN OVERALL 39'x 52' m E ��_� tnm O 8.G E v E c qy O 6 � O Vr m E. c ffi8i .n o,c m o- it C.=B:2 3 Ef ii oc elgl. m- @'C mm Zrnc Um'a� aEEO E �v o m yyw.�o�all „a8gCp'v "'. 5 W C W l- � 2 4 c s) - 3 c n o$.o. wrd m�m am ty. m T E o c-a-.m ,E 2E I1 L ✓ 'O 2 IOM :� N , aq n o m 2. v uNi E'.C2u, ,�'' Ems.€ o $ mti .r¢�8���,E rd'c r$�s8 a8i:mLvB�7. i LL 0. n v 8,-E20 > m n t r a� � o t'�� -av�, o c E m y n W.o E ° °G rn ;c `o C: O�cc� s a@i� m, E$ o v c Vim. V I'�4cdw c .lgYg'45 8 L- �1' N I - ( h N Qj j CO WELLER CONSULTING ENGINEERS P.C. 21 925 8TH PL W. BOTHELL, WA 98021 425.488.9868 '.. ENGINEER REVIEW TH15 DRAWING HA5 BEEN REVIEWED PER '. THE ATTACHED CALCULATION5 PREPARED BY WELLLE.RR CONSULTING ENGINEERS, P.C. JOB. dl •- 039, -__ DATE: _lZiliZ111 VOID If NOT WET 51GNED 2x4 WALL (4x4 POINT I CAD c -WHERE INDIC -ATED) \ / 2x8 112" 5HEEIING 8x8 P05T DETAIL PROVIDE1 50LIIDD LOCKING TO FOUNDATION SQ. FOOTAGE SUMMARY 15T FLOOR 1 ,41 1 2ND FLOOR 1,G77 TOTAL 3,088 GARAGE 395 OPT. GARAGE 240 STD. PLAN OVERALL 39'x 52' m E ��_� tnm O 8.G E v E c qy O 6 � O Vr m E. c ffi8i .n o,c m o- it C.=B:2 3 Ef ii oc elgl. m- @'C mm Zrnc Um'a� aEEO E �v o m yyw.�o�all „a8gCp'v "'. 5 W C W l- � 2 4 c s) - 3 c n o$.o. wrd m�m am ty. m T E o c-a-.m ,E 2E I1 L ✓ 'O 2 IOM :� N , aq n o m 2. v uNi E'.C2u, ,�'' Ems.€ o $ mti .r¢�8���,E rd'c r$�s8 a8i:mLvB�7. i LL 0. n v 8,-E20 > m n t r a� � o t'�� -av�, o c E m y n W.o E ° °G rn ;c `o C: O�cc� s a@i� m, E$ o v c Vim. V I'�4cdw c .lgYg'45 8 L- -Plan. _ 3088 Drawn By: Toby Checked By: Rick C. Scale: - 1/4"=1'-0" u.n.o. Date Drawn: �. 12 -8 -11 �1' N 00 rt^^ C Qj j CO ,� w N c�� G Q CD M ru CL O ,-f o UN o(V C wM o (VNcu v) O w ^L W Qj ? L. N 3: LL O N 00 %0 -Plan. _ 3088 Drawn By: Toby Checked By: Rick C. Scale: - 1/4"=1'-0" u.n.o. Date Drawn: �. 12 -8 -11 LAP SIDING, INSTALL PER MANUF. COMP FIR r -I m F1 V V ri m 5/4x4 CORNER 5/4x4 TRIM BOARDS @ FRONT. G/ 1 7 uIo ° c l Aj OPT. GARAGE "B" FRONT ELEVATION OPT. 3 CAR GARAGE "B" ROOF PLAN LAP SIDING, INSTALL PER MANUF. COMP ROOFING MIF17 514x4 CORNER 5/1 TRI BOARDS @ FRONT. OPT, GARAGE "A" FRONT ELEVATION OPT. 3 CAR GARAGE "A" ROOF PLAN ---- ..... .... . --- - -J � -T-- I !I I _ I I I 1 I ' I I 16" STEM WALL, TYP. I 114" FOOTING, TYP. o I N I ' PIER PAD 3G`x36 "x 1011 WI (4) #4 BARS EA. WAY, TYP. LI CONTINUOUS FOOTING 611 g._3.. /I * OPT. 3 CAR GARAGE FOUNDATION ADD T522 FROM BEAM TO WALL TOP FLATS I Ili4 1n1 OPT. 111f N o GARAGE N L IIII —x N Q IJ — 1111 n7 m � IIII " Ipl IIII 1111 IIII � - -- � 1111 1 I 111 1 ��C6g �t8 i i =Iii Ii jceo F,� 1111 1 I 1111 tID iI - F #2f1DR 104� 12' . _- -- OPT. 3 CAR GARAGE WALL FRAM I N G WELLER CONSULTING ENGINEERS P.C. 21 925 8TH PL. W. BOTHELL, WA 98021 425.488.98@8 ENGINEER REVIEW TI-115 DRAWING hA5 BEEN REVIEWED PER THE ATTACHED CALCULATION5 PREPARED BY WELLER CON5ULTING ENGINEER5, P.C. JOB: 1( -cty'% DATE! IZ,l4a.(It VOID IF NOT WET SIGNED m A tai (WU QD E E' c. nom'- -.� L° I c o > o ago 7 {hamO v =n o I u LL V p2 p E= S o w£ c.$ o� p2 :5 3 o 2 £ 3 12 0 m g r U%" v.� a m a n "5 I'' c m m n � v Wg o�4 a�gg�mav a$'oc c 1 £u<ICc'ai > yomb a oa p n. NmE E -E DAD }Q� __ O .Q m. if` O .> O` Jq m vv = =Q010'. 0.3 mn 9 E Ct' N 00 ? O o� E C) 4111111 0 N ,i °00 o o �N Ln (n AJ Ln 3 U— O N o I N I I Plan: - 3088 Drawn By: Toby Checked By:- _. Rick C. Scale: r 1/4 " =1' -0" u n cl. Date Drawn: I� - 11 -30 -f1 UPPER FLOOR JOIST NOTES: T . UPPER FLOOR FRAMING TO BE 2x 12 HF #2 JOISTS @ I G" o.c. w/ 3/4" T*G 05B SUB - FLOOR, GLUED * NAILED U.N.O. ADHE51VE5 SHALL CONFORM TO APA SPEC. AEG 01 . PROVIDE T*G @ LONG PANEL EDGES. 2.ALL HEADERS TO BE 4x8 DF #2 w/ G' MAX SPAN. U.N.O. 3. SOLID BLKG. @ ALL BEARING WALLS, BEAMS, It INT. SHEAR WALLS. 4. PROVIDE DBL. STUDS UNDER ALL BEAMS $ HEADERS U.N.O. 5. PROVIDE (1) TRIMMER AT ALL HEADERS, U.N.O. G. PROVIDE SOLID FRAMING TO FOUND. AT ALL POINT LOADS. 7. DEAD LOAD= 10 ESE - LIVE LOAD =40 PSF 8. PROVIDE LU528 HANGARS @ ALL FLUSH FRAMED ENDS. 2 1 '-4" CORNERS (BOTH SIDES) SEE DETAIL "B /A3" 2ND FLOOR J O 151`5 UPPER FLOOR WALLS & CEILINGS R BLKG L5 w /'.. 1L1; L k5LE 2306.3 E FOR WIND, SA? WELL`_K CONSULTING ENGINEERS P.C. 21 925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THi5 DRAWING HA5 BEEN REVIEWED PER THE'. ATTACHED CALCULATION5 PREPARED BY WELLER CONSULTING ENGINEERS, P.C. B1 +' J013:1+•p11 DATE: — zleal-,t_ VOID IF NOT WET SIGNED m g o St v�Yn v 9 nt. v� me w rn m E o c n o E 3 o a 3 Id uh$np u °g10a �c �'i. °O >oQC OCv v4i 9.. 0 0 o- v A I vc crv�c� v v T 6 W N C E vc o 3E 3 2.0 3 o LL•O.3 0 .G = �'sa o c ,Ga! -" E E 6 -mv3 v gg�qI� c p p .19m� �aci � Q. vYxa�o.'o �b 42 u 9 a! Y t0 O O, Q va�o O p2j N �10 N O C 9 3 y� C L �• �.. N C O O T Z` E O (J e e* Drawn By: Toby Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 12 -8 -11 Page: A3_ V N SI' Co E •� O 401 N i3. LL 'c Ea °a ©}; o 0 � uJ M .N O N (1) w O LL O N 00 t0 e e* Drawn By: Toby Checked By: Rick C. Scale: 1/4" =1' -0" u.n.o. Date Drawn: 12 -8 -11 Page: A3_ MAIN FLOOR J0I5T NOTES: 1. ALL BEAMS TO HAVE 6' MAX. SPAN, 4x4 SUPPORT POSTS (4x6 @ BEAM `_5PUCE5) REQUIRE POSITIVE ATTACHMENT TO PIER (SIMPSON A23 OR EQ.)(IRC 8407.3) INSTALL CLEAT @ BEAM. 2. UPPER FLOOR FRAMING TO BE 2x 12 HF #2 JOISTS @ I G" o.c. wl 3/4" T*G 05B SUB - FLOOR, GLUED +. NAILED U.N.O. ADHESIVES SHALL CONFORM TO APA iPEC. AFG 01 . PROVIDE T*G @ LONG PANEL EDGE5 3. SOLID BILKS. 15 REQ'D @ BEARING WALLS, POINT LOADS, * SUPPORT BEAMS. 4, G" MIN CLR, BETWEEN EXT. GRADE = UNPROTECTED WOOD. 5. CRAWL5PACE CLEARANCES: 18" MIN. CLEAR BETWEEN BOTTOM OF FLOOk JOISTS # EARTH, MIN 12" CLEAR BELOW BEAMS. 7. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 39' - - -1 7-8 " -_. 2 I' -4° SOLID BLOCK ALL --I -.R 30 Tl'P BEARING WALLS I / 10 J015T5 UNO. BEAM 1- '- --1x4 CLEAT PONE SIDE) BEAM TO PER PIAN -` P05T t BEAM TO BEAM @ SPLICE z - 2 - -- I DFF: .T. 4x4 TYP. $� z . T. 4x6 @ BEAM SPLICE -G MIL. ELK POLY � T � z PIER PLAN PE C (RED HEAD TO GONG.) TYP. PIER /P05T CONN. - — 3/4" = 1'-0" (2)2x_HF #2 5TUD5 HTT5 HOLDOWN 55TBIG RIM JOST W/ SOLID BLOCKING SILL PLATE eQG n yb6' a a DETAIL C OPT. HTTF HOEDOWN W RIMJOI5T h DELUXE ELEVATION 5HEARWALL5 @ FAMILY ROOM TO HAVE (1) ADDITIONAL A.B. # (4) HOLD -DOWNS TO BE 5THD 14RJ SEE BELOW N In I I J i N o0 tm a N FOUNDATION NOTES: 1. HTT5 HOLD -DOWNS MAY BE USED IN LIEU OF 5THD HOLD -DOWNS SEE "C /A4" * 'D /A4" 2. CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 3,000 PSI CONCRETE SHALL BE ONSITE FOR BUILDING INSPECTOR VERIFICATION AT INSPECTIONS, CONCRETE SHALL BE AIR - ENTRAINED. TOTAL AIR CONTENT ( % BY VOLUME) SHALL NOT BE LESS THAN 5% OR MORE THAN 7% (IRC TABLE 402.2) 3.PROVIDE MIN. 6 MIL. BLACK POLY VAPOR BARRIER EXT. UP FOUNDATION WALL. 4. FOUNDATION VENTS SHALL NOT INTERFERE w/ THE DIRECT LOAD PATH OF COLUMNS. 5. FOOTINGS TO HAVE (2) #4 BARS CONT. HORIZ, WALLS TO HAVE (I) #4 BAR CONT. HORIZ. TO MAX WALL HEIGHT OF 4' -6" VERT. REINFORCEMENTS TO BE #4 HOOK BARS @ 4' O.C. G. ALL MUD SILLS TO BE ATTACHED w/ 5/8"0 A.B, w /3 "x3 "x1 /4" 511LL PLATE WASHERS @ 5' o.c. 8 12" FROM EACH END U.N.O. 7. CONTRACTOR TO PROVIDE SOILS TEST INFORMATION FOR EACH PLAT TO VERIFY MIN. 2000 PSF SOIL BEARING CAPACITY. EXT. FOOTINGS SHALL BEAR 18" BELOW FIN15H GRADF. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. BACK FILL TO BE THOROUGHLY COMPACTED. 8. TIGHT LINES CONNECT ROOF WATER TO THE EXISTING STORM SYSTEM (WHEN AVAILABLE.) i �-- 8' -3 1/2 " - - - -- 3' -1 I'' 4L-311 5THD I ORJ 5THD ORJ r 1 P. 4 LOA. T 36 "x36 "x 10° PIER PAD w! r " I (4) #4 BARS EACH WAY l - (T ) I " - N � _ 5'- 0 112" 6 -3 Z. —5' -9 114" -5-9 1/4" 5' -9 1/4., L 2 ' F J I' I —SHEAR WALL TO HAVE m j (6) 5/8" A.B. /71 (7 ON DLX PLAN) N PIER PAD 18 "o x O /4' -5 1/44' -5 I/4 j -._ /Y 5 TYP._ 8 THK. I/ -6' 481/2 -0 114" — I s O - m - - 4' -O 114" 1 5-1 112 -- O f ssD� 24 — 24� 5THD I ORJ N — N u r N IIIT 1� T�I , - - -- - - - -- -- - - -- L JBx6pAP - -- - - - -- - 5 -� i- �� 1 4'-4 1l2' -4' -4 112" 1 4'-4 112 " --4-2' 1 m 5THD OR 5THD I ORJ N :.- 12'_6:_ N N I I I N o l; I 7 m I' 51-1 EAR WALL TO HAVE WALL TO I I � HAVF O 5/ O 5/ 36,E T� 3GrT, �� I I I I T w'2 SET A.B. FOR - L T '5THD go�Fx� 2x4 WALL. YORJ 22 -112" STEM WALLS TO BE c 1 I I 1' -0" ABOVE GARAGE SLAB TO HAVE (2) 5/8" A.B. ' _.- . -- ( STUDS x HF # 2 (5) DOWNSPOUT 2)22 STHD 1 O 5THD 10 � PITT5 HOEDOWN LOCATIONS <_ -.. s _._. __- .___16'_3 "_ -..___ .- 22 112" 22 1 55T51 -20' P.T. SILL PLATE DETAIL D OPT. HTTS HOED—OWN 6'"-4 I/4" FOUNDATION PLAN CENTER LINE OF HOLD -DOWNS TO BE LOCATED 1 -112" FROM CORNERS OR WINDOW /DOOR CDGE5 �� =POINT LOAD PROVIDE SOLID BLOCKING TO I - 12' -7 3/4 " - -- * FOUNDATION i_3 TOTAL FOUNDATION AREA = 1,4 1 1 5F. PER IRC 408. 1, PROVIDE 15Q. FT. VENTILATION PER 150 SQ. FT. OF FLOOR AREA. THEREFORE, 1 ,41 1 DIVIDED BY 150 = 9.4 SQ. FEET OF VENTING. EACH STANDARD PLASTIC FOUNDATION VENT PROVIDES .5 SQ. FT. OF FREE VENT AREA, 19 FOUNDATION VENTS ARE REQ'D WELLER CONSULTING ENGINEERS P.C. 21 925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THI5 DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED BY WELLER CONSULTING ENGINEERS, P.C. BY:� JOB: DATE: 1214r,6?t VOID If NOT WET SIGNED A a `v c o 19 a �.�E 3s. 0:5 c.E o 9 fg5'.��LL E yy. 8 '; ? pc 6 yco 'G� >>' vEwa o ;. N C L LV 9 O .l N E 01 C N Q N gg a a o m a a"S o E�TC'�cO Ea. YoiE `o 8 m N"$ N B B 'G .n Yo o-�ora 5 3W o�2V�¢2�Ytio ett o m 3 > a+$° E'm aia'�,.�2 vi E pps N C- v V 42 _ ° Q O ° Oro W C M O a. N N W N V) w Em N CD Plan: 3088 Drawn By: Toby Checked By: Rick C. Scale: _- Date Drawn: 12 -8 -11 I' - - -- - - - -- 21' -4" �I GIRDER/HIP- MASTER TRU55, TYP (U. N.O.) ROOF PLAN IIBI' AP -50'5 A5 REO'D OR COR- A-VENT IN VENT, INSTALL 36" FROM EDGE OF SAVE. PROVIDES 6.75 5Q. IN. NET FREE VENTILATION AREA PER LINEAR FOOT. RO'D ONLY OVER CONDITIONED SPACES. BAFFLE TO PROVIDE I" MIN. AIR SPACE ABOVE INSULATION. BAFFLE5 SHALL EXTEND 6" ABOVE BATT INSULATION E 12" ABOVE L005E FILL INSULATION. 4' METAL t HASHING H HURRICANE \ TIE @ EA. TRU55 `–TYP. SOLID BLOCKING CUT To PIT TIGHT TO TOP PLATE/ l7� SHEATHING w/ (4) 8d NAILS DETAIL A RATED EAVE WHEN CONSTRUCTED BETWEEN 2't 5' FROM PROPERTY LINE. INSTALL SOLID BLOCKING PER FOOTNOTE (A) OF TABLE R302.1 -WAC 51 -52 -0302 -I'-� 21' -4" -kl'- FIRE RATED EAVE DETAIL I I r— OVERHANG AT RAKE TYP. -- OVERHANG AT GABLES TYP, Roof Vent Calculation@ 77 5F of attic area multiplied by 1 /300th are feet. Provide 25% 0.4 .4 5F) at cave v % (4.2 5E) at min. 36" above eaves at ro4 per IRC 806.2, 5o (Roof Vent = .34 5q. (13) AF -50 vents required. I HURRICANE TIE @ EACH ;US5, TYP (U.N.O.) H I HURRICANE TIE @ TRU55, TYP (U. ROOF FRAMING NOTES: I. ALL HEADERS TO BE 48 DF #2 (w1R10 RIGID INSULATION), MAX. 0 SPAN U.N.O. 2. PROVIDE (1) TRIMMER AT ALL HEADER5, U.N.O. 3. VENTED EAVE BLOCKING @ EXT. WALL5. 4. EAVE OVERHANG TO BE 12", U.N.O. 5. APPLY ROOFING IN ACCORDANCE WITH IRC 8905 G. ALL TRU55E5 SHALL CARRY MANUF. STAMP, SHALL BE INSTALLED $ BRACED TO MANUF. SPECS., SHALL HAVE DESIGN DETAILS* DRAWINGS ON SITE FOR FRAMING INSPECTION, AND WILL NOT BE FIELD ALTERED WIO PRIOR BLDG. DEPT. APPROVAL OF ENGINEERS CALC5. 7. TRUSS MANUF. TO SUPPLY ALL BLOCKING AND /OR HANGARS PEW @ MANUF. TRUSSES. 8. TRU55 LAYOUT TO BE REVIEWED * APPROVED BY TRU55 MANUF. PRIOR TO CONST. 9. PROVIDE (2) 2x P05T @ ALL GIRDER/HIPMA5TER TRUSSES (U.N.O.) 10. PROVIDE (2) ROWS OF 114 "x4 -112" 5D5 SCREWS @ I G" O.C. LEDGER TO RIM @ ALL TRUSS LEDGER CONNECTIONS. TRU55, TYP (U.N.O.) IR00F PLAN "A" TRUSSES PER PLAN IOd @ 6" O.C. ROOF SHEATHING VENTED BLOCKING H I @ 24" O.C. OVERHANG AT RAKE TYP. OVERHANG AT GABLES TYP, WELLER CONSULTING ENGINEERS P.C. 21 925 BTH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THIS DRAWING HA5 BEEN REVIEWED PER THE ATTACHED CALCULATION5 PREPARED BY W— ELLEERRCONSULTING ENGINEER5, P.C. DATE: a1rb Zle/ VOID IF NOT WET 51GNED k 1' :t s., w at E a° 8 I° �i nE mi $+'c'''i o u 0 C. - cvI Zc o°1� 0-E, E m 5 u E§ rr£m��,�o>��ap E YII D '` 1/1 ' C T U N 5 w'8i a c o. m a u a m N 'L+ E C N y3 2 1U b Q N o c ii a � ti wvW Y1 qO�� V ,2 C =CE.�J o o ya3cm+m >o 3 mn ma'�vlu o. > =3aL.'d g to; w ° &sp'°mom' §E rui 0. CW 'pCa�u ExT�'irnc'.T°�''� 78 d! ,L CX dt N r. d" Y O M k 1' :t s., w at E a° 8 I° �i nE mi $+'c'''i o u 0 C. - cvI Zc o°1� 0-E, E m 5 u E§ rr£m��,�o>��ap E YII D '` 1/1 ' C T U N 5 w'8i a c o. m a u a m N 'L+ E C N y3 2 1U b Q N o c ii a � ti wvW Y1 qO�� V ,2 C =CE.�J o o ya3cm+m >o 3 mn ma'�vlu o. > =3aL.'d g to; w ° &sp'°mom' §E rui 0. CW 'pCa�u ExT�'irnc'.T°�''� 78 d! ,L CX dt Planes: ' 30_88 DravVn By: • �, _ ;+- Toby ChRcked By;,s • Ri6k C, Scale: 1/4" =1' -0" u.n.o. Date Drawn: 11 -30 -11 Page: A5 N d" O M E .C: m � N Ln CL u- C E QCD ® .2 1-4 o L M C O �N v 3 LL N N O O O Planes: ' 30_88 DravVn By: • �, _ ;+- Toby ChRcked By;,s • Ri6k C, Scale: 1/4" =1' -0" u.n.o. Date Drawn: 11 -30 -11 Page: A5