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Plans (3) (4) PERMITS ( 1 ) SET OF PLANS BUP2006 - 00539 BUP2006 - 00540 BUP2006 - 00541 BUP2006 - 00542 GENEfRAL y, IOTEe RGVI810N8 9Y 1. POST ADDRESS SO AS TO BE LEGIBLE FROM STREET. NO.S TO CONTRAST FROM BACKGROUND. 2. A FLOOR OR LANDING P MAX. BELOW THRESHOLD 2X STUD WALL 0 16" O.C. IS REQ'D. FROM AN EXIT DOOR. U.B.G. 10033.Ib 3. FLASH OV. TOPS OF WINDOWS 0 TOP OF TRIM. 4. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT. STRAP HOLDOWN PER WALL SHTG PER PLAN S. AT ALL GABLE END CODITIONS: ALL PLYWOOD NOTE: PLAN TO DBL STUD 2X P.T. MUDSILL W/ 1/2" SHEAR PANELS MUST EXTEND CONTINUOUS FROM PROVIDE EDGE CONN OVER WALL SHTG PER: x10" IN 2 0 48' O.C. THE DIAPHRAGM UN.O. THIS REQUIREMENT MAY BE NAIL'G PER SE MIN 2 PER WALL ELIMINATED IF THE TRUSS MFR'R. PROVIDES AN PLAN O STUDS SECTION LOCATI SHEAR OR DRAG TRUSS IN THOSE ROOF SHEATHING- LOCATIONS. THESEE STRUCTURAL ARCHITECT AND STRUCTURAL I II ENGINEER SHALL BE NOTIFIED OF SUCH A II NOTES ATE 12 CALCULATIONS PRIORTO DTHE START OF WORT II D2 6.WHEN A SHEAR WALL IS INDICATED ON THE DWGS. T.O. FOUND WALL WOOD TRUSCTURED 6 f FOR A PORTION OF A WALL, THE REMAINING 1 1 WOOD TRUSSES 1 PORTION IN THE SAME PLANE SHALL BE SIMILARL NOTE: A E STRAP MIN 1-1/2" FROM Z s 24" o% TOP or- PORTION F SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. CORNER LD FOUND WALL Y_ Y II WHEN HOEDOWN SHOWN ON _ _ #4 TOP & BOT P �P F. CARO EACH SIDE OF CORNER PLACE y 1. INSTALLATION OF ALL ROOFING AND WALL FLASH'G A t0 _ OR TO BE PER INDUSTRY STANDARDS AND 1991 U.B.C. II ON ONE SIDE ONLY AND t r 1 #4 X L 0 48" O.C. CHAPTER 14022, 1508 AND 1509. —� EDGE NAIL TO MULTIPLE STUDS _ — — 16„ S. WHERE GRADE IS GREATER THAN 30" BELOW WALK I 2x4 STUDS ® °Y hyo LANDING, PATIO OR DECK A 36" HIGH GUARDRAIL 16" o/c (TY _ 0 O Rgg IS REQUIRED WITH A 1 1/2" TO 2" MIN. d1a. GRIP AND I/2 6 1/2 GAACzE - THE RAILING SHALL BE DESIGNED SO A 4" dla. #4 VERTS 0 48" OC 00 SPHERE MAY NOT PASS THROUGH AT ANY POINT. 15" > o CONT REINF TO BE PLACED at C) 3"-5" ABOVE HOOK 4" CONC. SLAB w/ 6"xb"x ^ wl.4xwl.4 W.WF. OVER 4" MIN. Z c a' 95`% COMPACTED O o DI TYP SHEAR WALL STRAP HOEDOWN D4 EXTERIOR FOUND WALL GRANULAR BASE �� o Q a> c� 1HLDS7HD70 SCALE: t" = 1'-0" FND01 SCALE: 1" = t'-O" GARAGE 0 O N -111=1 I TOP OF CURB O I 1=�= III— III iiT, vi O � I 1T= .111-I I I-III=I I I- �` RF TRUSS PER PLAN I ' CD _ - v O `Q �L``7 L0 c Loo m ROOF SHTG PER PLANQ BUILD INCA 5 ZION �2 8D ® 6" O.C. SCALE 1/4"-V-011f- LJ L w OQ O as 0' ill¢ OL aW 2X BLKG W/ VENT HOLES PER ARCH Q L � yam.. s � Q OVERHANG & FASCIA PER PLAN H2.5 ANCHOR 0 24" O.C.o II� U--u WALL SHTG PER PLAN 2X6 STUD WALL 0 16" O.C. „ A Ftp%JEI\JED O cn Z 480 _ 001 � Z ROOF TRUSS @ EXT WALL JAN FT 2AR LH 23'-10" 24'-2" CETY OF TIGRRD D 2 1RFT5 SCALE: 1" = t'—O" I SUILOING DIVISION Lu - S-F ROOF SHTG PER PLAN O �� D4 -1 r FASCIA & OVERHANG PER ARCH — III I I I O _ II I �o�k wPREFAB END WALL PREFAB ROOF I I I I I I III I I I U U TRUSS W/ 16d TOE- TRUSSES NAIL 0 8" O.C. 0 DBL PL I I I I I I I I III Pr 2x6 BACKING WALL SHTG PER PLAN W/ 16D 0 16" O.C. I I I LL I I I III 4" GONG. SLAB w/ 6"x6"- II I w wl.4xwl.4 W.W.F.To DBL PL W.WOVER 4" MIN. {- IL 1I I I GRANULA BASE I I I Z Lu 959. N 2x4BLKG 0 48" O. W/ 6d COOLERS ®C. III I I III 2X STUD WALL 0 16" O.C.- 4" O.C. TO GYP BD & (2) 16D 0 TRUSS EA N END & 0 DBL PL -�- I GABLE END WALE, TRUSS !;cLXT WALL III I I I I L — — — — — — J — — — — — J IU C: -O" I I I I I I ��/l'l�-t JFICE o, 900 780 Lu w Ljji L J L— �� /4 ;� 210 o �J ® �— — . Z o -3" 1'_3"1'-3" 9'-3" 1'-1" 1'-3" V-3" i'-3"1'-3° I 9'-3" 1'-1" 24'-2" 23'-10" GmU j0 xw DRAIlad DEFERRED cH Flm Sprinkler A. OATH Flre Alam1 omw I0-31-06 Mechankd GOA= Flumbl% Bledrw True Efle" " •-+ JOH.NO. 1= OUNDAT ION i= L ,4N .� SHMT SCALE: 1/4'-1'-0' JAN 16 2007 - 1 G E EfRA L NOTE 5 REVISIONS BY 1. POST ADDRESS SO AS TO BE LEGIBLE FROM COMPOSITION STREET. NOZ TO CONTRAST FROM BACKGROUND. SHINGLE 2. A FLOOR OR LANDING I" MAX. BELOW THRESHOLD D3 ROOFING IS REQ'D. FROM AN EXIT DOOR U.B.C. 1003.3.1.6 3. FLASH OV. TOPS OF WINDOWS 0 TOP OF TRIM. 4. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT, 12 5. AT ALL GABLE END CODITIONS: ALL PLYWOOD 6� SHEAR PANELS MUST EXTEND CONTINUOUS FROM THE DIAPHRAGM U.N.O. THIS REQUIREMENT MAY BE ELIMINATED IF THE TRUSS MFR'R. PROVIDES AN TOP OF SEE ADEQUATE SHEAR OR DRAG TRUSS IN THOSE PLATE LOCATIONS. THE ARCHITECT AND STRUCTURAL — — ENGINEER SHALL BE NOTIFIED OF SUCH A CALCULATIONS PRIOROT DHE START OITH r WORK ,D j 6.WHEN A SHEAR WALL IS INDICATED ON THE DWWG 16 12" 12" FOR A PORTION OF A WALL, THE REMAINING PORTION IN THE SAME PLANE SHALL BE SIMILARLY2x6 WOOD w 7 0 C� SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. �p CORNER TRIM a' p F. CARO 1. INSTALLATION OF ALL ROOFING AND WALL FLASH'& (TYP.) N, OR TO BE PER INDUSTRY STANDARDS AND 1991 UB.C. tP CHAPTER 14022, 1508 AND 1509. 0 8 LANDING, PIO OR DECK, A 3HIGGARDRAL _ _ _ _ OF 0RE �AT16 GD6" HUOW I IS REQUIRED WITH A 1 1/2" TO 2" MIN. dia. GRIP AND — — TOP OF THE RAILING SHALL BE DESIGNED SO A 4" dia. CURB °O SPHERE MAY NOT PASS THROUGH AT ANY POINT. 1/2"x& BEVEL CEDAR SIDING- •c o CAULK BETWEEN SIDING AND In * 'f' I \ / j� j� j� * \ / /� t CORNER BOARDS w/ "VULKEM" Z c rn S I F E E I E L E 1! Y�''t T I O I F R ON I E L E 1! A I I O N POLYURETHANE �O 0 o SCALE: 1/4".1'-0" SCALE: 1/4"-1'-0" �0j,� � U p N Vi o r� O _ O 0 � n0 J CD LOUVERED Z VENT 18110 W 0 CEDAR SHINGLEV V) SIDING-AS SHOUN � �wp Q LL O aid 02 IrHill HII 11111 11111 1 �a d TOP OF Q 2x10 PLANT-ON PLATE yam, L U CL Q 1/2"x6" BEVEL CEDAR SIDING- 2x6 WOOD - CORN BETWEEN SIDING AND CORNER BOARDS w/ "vULKEP,i" CORNER TRIM � POLYURETHANE (TMP") w Li TOP OF -- STONE CURB PLANTER 11 N STFZEET ELEVATION FRONT E L E ATION � O l/ SCALE: 1/4"=V-0" SCALE: 1/4"=]'-O" SHEARWALL SGHEDULE BE BLOCKED UNLESS z3'-10" 0 24'-2" ALL PANEL ED&E5 MUST NOTED OTHERWISE MARK WALL COVES FASTENERS a PANEL INTERM. SOLE PLATE RIM BOARD REMARKS 5 EDGE5 STUDS CONN BLK6 CONIN 11'_11" I1'-II" 11'_1 " 0 Luo V 0 1/16'APA- 0131'-�x 2-I/Y 160 a 6'OL. A35 8d COMMON a 6'OL. D I — 6'OL. 12'OL. I/2'XIO'ARS a 24'OL. SUITABLE W35T.FOR RATED SHF.F.RH.P-NAIL o 32'OO. 0.131'F.R14.P NAIL ROOF g p\A 1/2'61NB. 5d��' IbD O 6'OL. A35 NAILIN6 APPLIES TO EACH LINE EACH SIDE WAIL or 2' 4'OL. 4'OL. 1/2'X10'AB.5 0 36'OL. 51DE OF WAIL.06E W 46 SGREN a 3b'OL. BLK'6 15 REWIRED) 9 © I/2'6JNB. 5d QED' 160 O 8'OL. A35 NAILIN6 APPLIES TO EACH ' EACH SIDE NAIL or 2' 1/2'X10'A8.5 0 48'OL. 51DE OF WAIL.(EDGE N D2 W#6 SCREW '1'OL. T•OL. o 32'OL. BLW6 15 NOT REQUIRED) 0 VIb'APA- OJ31'x2 In. 160 a 4"OL. A35 8d COMMON NAIL OK FULLROLND- 4'Of,. 12'OL. V20XIO'AB.5 a IB'OL. SU35TITITE FOR ANY RATEDSHi'6HEAD P-NAIL o 24'OL. 0J311-(4 6A)P-NAIL - QD6'APA- 0131562-I/2' 16D a 3'O.G. A35 3x REWIRED e ALL GARAGE GARAGE V1I \A 0 RATED r� FULL ROUND- 3'OL. 12'OL. 1/23X10'AB.5 0 12'OL. PANEL JOINTS t DBI. WAD P-NAIL o 24'OL. 2X 501E PLATE 1 GARAGE GARAGE 0 7/16'APA- 2'Of,. IbD o 3'OL. A35 3x REQUIRED o ALL RATED SHT'6 FULL ROUND- TA6RD 12'OL. /4'X10'AB.5 0 10'OL. PANEL JOINTS ! _ IfAD P-NAIL a 24'O.C. `SOLE PLAT D3 Lu IAV APA 0.1315Q-1/2" A35 0 5'OL. A35 3x REGt11RED o ALL PAM N I g RATED 5HT'6 FULL ROUND- TA6RD. 12OL. "OL. /4'X10'AB.S o 8'OL. -NTS t 50LE PL-OFFSET ,� 0 I 6 0 EACH SIDE P-NAIL o 24'OL. JOINTS EA.SIDE OF WALL G lAb'APA 0.13104-I/2" 3'OL. A35 0 4'OL. A35 3x REQUIRED*ALL PANEL Q LI 0 I Z A Z RATED 5HT'6 HILL ROUND- 12'OL. /4'X10'AB.5 O b•OL. PANEL JOINTS ! SOLE PLATES O Z Q I EAC44 SIDE P-NNL Tom' a 18'OL. OPPSET JOINTS EA SIDE OF 0 —+ 0 1/16'APA 0.1315Q-1/2' 2'OL. A35 0 3'OL. A35 3x REG"RED o ALL 9 0 n RATED 5NV6 FULL ROW- 12'OL. /4'X10'AB.5 0 4'OL. PANEL JOINTS t SOLE PLATES C14I _______ 1JLu — EACH SIDE P-HAIL Tom' a 121 OL. OFFSET JOINTS EA.SIDE OF r 9/0x1/0 01-1. —— —1 F— — 9/0x1/0 O.H. — ——1 U I I &AR. DOOR I I GAR DOOR I y� HOEDOWN SCHEDULE I F —— 9%0x'1%0 o.N. —— —-1 F— �e/OicvO—O.H — - GAR DOOR I I 7d r+ GAR DOOR I I I I I MARd HOLDOWN FA5TENER5 MARK HOLDONN FA5TENER5 NO SPECIAL GONNECT BTM. PL TO I I I o.. 0 HOLDOWN FLR J5T/BM/BLK'Gb 5THD14" (38) Ibd SINKERS REQUIRED V1/ I6w d a 4. O.G. I I I I I 4x12 DF 02 4x12 DF "2 _ I (13) IOd COMMON 02) Ibd SINKERSSIP 1 M5TA36 NAILS AT EACH END l 'HT ' 6 5/8' THRD ROD'HT=' 70 a 1 3/4" oz. STAG6 (MIN 9-1/2" EMBED) I 4x12 DF r1 I I 4x12 DF 02I I —y /# r, C CIRAWN (11) Ibd OMMON (3) -1/8" A301 BOLTS �, 8 M5T3? NAILS AT EACH END "HDBA" 6 l/8" THRD ROD Q\ TSr J C awbroKCD 0 1 3/4" oz. STAGS (MIN 24" EMBED) y'� /R. 6 M5T48 (1-7) I6d COMMON (4) T/8' A301 BOLTS TE NAILS AT EACH END �HDIOA' 4 1/8" THRD ROD (' 9'-3" 1'-l" '-3" 9'-3" '-1" '-5" 9'-3" I'-1" 10-31-06 a 1 3/4" o.c. 5TA66 (MIN. IMBED 24') 6 SCALA (24) Ibd COMMON (5) 1" DIA. THRO ROD 'MST60" NAILS AT EACH END 1O *f'HD15" 6 X 6 P05T REGIV 24'-2" 23'-10" JOB.NO. a 1 3/4" oz. (44) I6d COMMON UT "CMST12' NAILS AT EACH END T522" (q) 160 EAGH END "0 a 1 3/4" oz. I. **4)5E MIN. 6X STUD EA. END SHEAR PANEL FOR HOEDOWN F LOO R F L A N 2. BUILDER TO VERIFY ALL INSTALLATION REQUIREMENT5 PER "SIMPSON' CATALOG FOR ALL HOLDOWN GONNEGTIONS. SCALE: 114"-P-0" JAN 1 6 2007 SEE SKEET Cs-1 FOR STRUCTURAL DETAILS 3. 2"x2"x3/I6" PLATE WA5HER5 ARE REQUIRED AT ANCHOR BOLTS TO 2x MUD51LL PLATE G;ENEF�AL NOTE Ed I. POST ADDRESS SO AS TO BE LEGIBLE FROM STREET. NO.S TO CONTRAST FROM BACKGROUND. 2. A FLOOR OR LANDING I" MAX. BELOW THRESHOLD 2x STUD WALL 0 16" D.C. IS REQ'D. FROM AN EXIT DOOR. U.B.C. 10033.1b 3. FLASH OV. TOPS OF WINDOWS s TOP OF TRIM. 4. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT. STRAP HOLDOWN PER WALL SHTG PER PLAN 5. AT ALL GALE END CODITIONS: ALL PLYWOOD NOTE: PLAN TO DBL STUD 2X P.T. MUDSILL W/ 1/2" SHEAR PANELS MUST EXTEND CONTINUOUS FROM PROVIDE EDGE CONN OVER WALL SHTG PER: x10" A.B.'S 0 48' O.C. THE DIAPHRAGM U.N.O. THIS REQUIREMENT MAY BE NAIL PER W/ MIN 2 PER WALL ELIMINATED IF THE TRUSS MFR'R. PROVIDES AN PLAN O S1UDS SECT ON ADEQUATE SHEAR OR DRAG TRUSS IN THOSE ROOF SHEATHING- LOCATIONS. THE ARCHITECT AND STRUCTURAL II SEE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF SUCH A s II NOTES 12 ��` DECISION AND BE PROVIDED WITH APPROPRIATE CALCULATIONS PRIOR TO THE START OF WORK 4.4 > I PREMANUFACTURED �6 D2 tS� C�r 6.WHEN A SHEAR WALL IS INDICATED ON THE DWGS. T.O. FOUND WALL rY FOR A PORTION OF A WALL, THE REMAINING WOOD TRUSSES PORTION IN THE SAME PLANE SHALL BE SIMILARLY NOTE: STRAP MIN 1-1/2" FROMIF Z 1t a 24" o% TOP OF 7 [�~ SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. CORNER FOUND WALL � � #4 TOP & BOT PLATE w � II WHEN HOEDLD OWN SHOWN ON - � F. CARO EACH SIDE OF CORNER PLACE y Z. INSTALLATION OF ALL ROOFING AND WALL FLASH'G r4 io N, OR TO BE PER INDUSTRY STANDARDS AND 199-1 U.B.G. II ON ONE SIDE ONLY AND v ti= #4 X L 0 48" O.C. CHAPTER 14022, 1508 AND 1509. -� EDGE NAIL TO MULTIPLE STUDS — — 16" 8. WHERE GRADE IS GREATER THAN 30" BELOW WALK I 2x4 STUDS ® LANDING, PATIO OR DECK, A 36" HIGH GUARDRAIL I/2 6" I/2 16 0% (TYP) _' OF 0 IS REQUIRED WITH A 1 1/2" TO 2" MIN, dia. GRIP AND GARAGE THE RAILING SHALL BE DESIGNED SO A 4" dia. #4 VERTS 0 48" OC W SPHERE MAY NOT PASS THROUGH AT ANY POINT. 15" ?> o CONT REINF TO BE PLACED 4" CONC. SLAB w/ 6"x6"x o r 3"-5" ABOVE HOOK wlAxwl.d W.W.F. OVER 4" MIN. Z c a' 95% COMPACTED O o c 1 TYP SHEAR WALL STRAP HOEDOWN EXTERIOR FOUND WALL GRANULAR BASE �F_ o N N 7HLDS1HD10 SCALE: 1" = 1'-O" D FND01 SCALE: 1" = 1'-0" GARAGE Q Q v ` 04 0' O N i=1 I I 1=i i 1=1 I I T� � �� I I-1 I L -I I I�I III-III. vi O � 7, I Inllll i=III_, III,=_„III-III- ('f voCD a "' RF TRUSS PER PLAN O L Q �U n >M `�Z4` C> o 0 C`vJ rOm �7 ROOF SHTG PER PLAN Q U ILD INCA � FzCT 10N V) 8D 0 6" O.C. SCALE 1/4"-V-0" F W �0 O Q O td = GE, EfRAL NOTES lOTE ^ RRVISIONB BY 1. POST ADDRESS 50 AS TO BE LEGIBLE FROM COMPOSITION STREET. NO.S TO CONTRAST FROM BACKGROUND. SHINGLE 2. A FLOOR OR LANDING I" MAX. BELOW THRESHOLD D3 ROOFING IS REQ'D. FROM AN EXIT DOOR U.B.G. 10033.1.6 3. FLASH OV. TOPS OF WINDOWS o TOP OF TRIM. 4. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT. l2 5. AT ALL GABLE END CODITIONS: ALL PLYWOOD 6� SHEAR PANELS MUST EXTEND CONTINUOUS FROM THE DIAPHRAGM UN.O. THIS REQUIREMENT MAY BE ELIMINATED IF THE TRUSS MFR'R PROVIDES AN TOP OF ADEQUATE SHEAR OR DRAG TRUSS IN THOSE PLATE LOCATIONS. THE ARCHITECT AND STRUCTURAL — — — ENGINEER SHALL BE NOTIFIED OF SUCH A DECISION AND BE PROVIDED WITH APPROPRIATE gED CALCULATIONS PRIOR TO THE START OF WORK 6.WHEN A SHEAR WALL IS INDICATED ON THE DW1Cs5. 16" 1211 12" FOR A PORTION OF A WALL, THE REMAINING PORTION IN THE SAME PLANE SHALL BE SIMILARLY =, 2x6 WOOD W 37 C� SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. �p COMER TRIM F. CAROy -1. INSTALLATION OF ALL ROOFING AND WALL FLASH'G (TYP.) VSIiTON. OR TO BE PER INDUSTRY STANDARDS AND 1997 U.B.G. tI1 CHAPTER 14022, 1508 AND 1509. �' Q 8. WHERE GRADE IS GREATER THAN 30" BELOW WALK O O�j�� LANDING, PATIO OR DECK, A 36" HIGH GUARDRAIL IS REQUIRED WITH A 1 1/2" TO 2" MIN. dia. GRIP AND TOP or- THE RAILING SHALL BE DESIGNED SO A 4" dia. (D 00 SPHERE MAY NOT PASS THROUGH AT ANY POINT. CURB1/2"x6" BEVEL CEDAR SIDING- ` p CAULK BETWEEN SIDING AND o T t \ / /� }� I * I I \ / /� t CORNER BOARDS w/ "VULKEM" Z c I I 1! f–t I O I V O I V J� Y f�t I ® POLYUI�THANE O o ~ 0 N CV SCALE: 1/4".l'-0" SCALE: 1/4"vl'-0" 0 &0 O N 0 kQ9(L O N oLo Lo o r!) LOUVERED ` \`L•'Z o m LoQ VENT 18" 4 1 p CEDAR SHINGLE rIZ SIDING-AS SHOWN r -IFIL Q O D2 TOP OF Q u 2x10 PLANT-ON PLATE N 1L Q 6 - I/ RBEVEL CEDAR SIDING- 2x6 WOOD CAULK BETWEEN SIDING AND = COORNN ER BOARDS w/ "WLKEP,I" CORNER TRIM POLYURETHANE (TMP') 00 00 00 � TOP OF 17-71 STONE CURB PLANTER 0 S 1E- E T E L• E 1! A T I O I �4 F SCALE: m'OI T E L• E 1! A I I O I Lu 1/4mf� ly 5HEAR-HALL 5GHEOULE ALL PANEL MUST J BE BLOCKED UNLE UNLESS NOTED OTHERWISE 23'-10" 24'-2" MARK WALL COVEF FASTENERS o PANEL INTERM. 50LE PLATE RIM BOARD REMARKS EDOE5 STUDS CONN BLK6 GON Q 7/16'APA.- 16D O b'OL. A35 8d COMMON O b'OL. 0 .131'-x 2-1/2' b'OL. 12'OL. 1/2'X10'AB.S o 24'OL. SUITABLE SUBST.FOR PA RATED SHP6 F.RH.P-NAIL o 32'OL. 0.131'F.RH.P-NAILS Sd WALLBD. 16D o b'OL. A35 NAILING APPLIES TO EACH ROOF® IEA M 516 L 0 EALH SIDE NAIL or 2' 4'OL. 4'OL. 1/2'X10'AB.5 O 36'OL. 51DE OF WALL 016E 'W'a6 5CREIq o 36'OL. BLK'615 REQUIRED) 0 I/2'61NB. `5d WALJ3D. 16D o 8"OL. A55 NAILING APPLIES TO EACH 0 N/6— y / EACH 51DE NAIL or 2' 1/2'X10'ARS o 48'OL. 51DE OF WALL.(EDGE W.x6 SOREW T'OL. l'OL. O 32'OL. BLK'6 IS NOT REQUIRED) N QG TAb'APA: 0.131'x2 1/2' 160 a 4'O.C. A35 8d COMMON NAIL OK ll 'TED 5141-`5 RILL ROUND- 4'OL. 12'OL. 1/2'X10'AB.S o 18"OL. 505TITVTE FOR ANY D D2 I y— EAD P-NAIL O 24'OL. 0.131'(q 6A)P-NAIL 0 TA6'APA- 0.131'x2-V2' 16D a 3'OL. A35 3x REQUIRED o ALL 0 ro D3 I GARAGE 0 I(I�I RA113)5HT 6 FULL ROUND- 3'OL. 12'OL. I o 2140 0.5 a 12'OC. PANEL � DBLEAD P-NAIL I (sARACs� I N�`k 0 w 0 TA6'APA- 0.13152-1102" 2'OL16D o 3'OL. A35 3x REQUIRED o ALL �k GUEST CARPORT GARAGE I � RAT®514r6 :ULL ROUND- TA6RD. 12"OL. /4'X10'AIRS O 10'OL. PANEL JOINTS d WAD P-NAIL o 24"OL. SOLE PLATES g� v T/160 APA 0.15IN2-1/2" IRED a ALL PANEL RATED SHT'6 RLL ROUND- 4'OL. 12'Of,. �O',AB.'S o 8"OL. .MT5OL. AZ5 5x�d 50LE PL-OFFSET I I d) I S _ (1. EACH SIDE P-NAIL Tom' a 24"OL. JOINTS EA 51DE OF WALL B I 6 0 0 1-/16'APA 0.131k2-I/2" 3.OL. A35 o 4'OL. A35 3x REQUIRED o ALL PANELI S '� RATED 5HT'6 PULL ROUND- 12'OL. /4'X10'AB.S 0 6'OL. PANEL JOINTS d 50LE PLATES 'U m I e EP.GFI SIDE P-NAIL Tom' 0 18'OL. OFFSET JOINTS EA.SIDE OF KALL — H 1-/16'APA 0.131'x2-1/2" 2'OL. ASS a 3'OL. A35 3x REQUIRED o ALL 9 — \, C4 I � RATED 5HT"6 RILL ROUND- 12'OL. /4'X10'AB.5 0 4'OL. PANEL JOINTS d SOLE PLATES ' SII EACH 51DE P-NAIL Tom' O 12'OL. OFFSET JOINTS EA SIDE OF KAU HOEDOWN SCHEDULE r ------ f S//mx-1/0 O.W. b ---� l 9 X p I I I GAR DOOR I yD v 4 •r u o — , I S/0x1/m OA. GAR DOOR MARK HOLDONN FASTENERS MARK HOLDONN FASTENERS I ® i GAR DOOR i li i i i I — ® I � p NO 5PEGIAL GONNEGT BTM. PL TO I I I I I I I I II II� '1 'I�INII y �'-�1• HOEDOWN FLR JSTBMBLK'6 "5THD14" (38) 16d SINKERS I I I I JI-I� J-LJl �J 0 REOUIRED W/ Ibd o 4" O.G. b I I (13) IOd COMMON (32) Ibd SINKERS I I I I I 4x12 DF 02 MSTA36 NAILS AT EACH END "Hn22" b 5/8' THRD ROD 0 1 3/4" o c. STA66 'W (MIN 9-1/2" EMBED) i i 4x12 DF 02 1 sJy J ryD/4 0 DRAWN(II) Ibd COMMON (3) T/8• A3OT BOLTS _ 4x12 F *2 _ 4x12 DF *2 I — — — — — � �F r M5T317 NAILS AT EACH END "HDBA" d T/8" THIRD ROD QogyC� I g� C GNRGCRD o 13/4" o.c. 5TA66 (MIN 24' EMBED) J MST48 (17) Ibd COMMON « (4) ?/8" A30? BOLTS k�� 6 DATE 3 NAILS AT EACH END q THDIOA" d l/8' THRD ROD 10-31-06 0 1 3/4' o c. 5TA66 (MIN. IMBED 24") SCALE (24) Ibd GOMMON (5) I' DIA. THIRD ROD "MST60" NAILS AT EACH END «"HD15' 6 X 6 P05T REQ'D o 1 3/4" oL. 10 24'-2" 23'-10" JOB.NO. (44) Ibd COMMON SHEET "GM5T12" NAILS AT EAGH END "1-522" (q) 16D EACH END i u 0 15/4" o c. i. *K4U5E MIN. 6X 5711D EA. END SHEAR PANEL FOR HOEDOWN F L R F L A N 2. BUILDER TO VERIFY ALL INSTALLATION REQUIREMENT5 PER SCALE: I/41'.1 -m„ JAN 16 2007 "SIMPSON' GATAE06 FOR ALL HOLDOM CONNECTIONS. SEE SHEET G-3 FOR STRUCTURAL DETAILS 3. 2"x2"x3/Ib' PLATE WA5HER5 ARE REQUIRED AT ANCHOR BOLTS TO 2x MJ051LL PLATE E I `l E fRA L NOTES RGVI@IONS B7 I. POST ADDRESS SO AS TO BE LEGIBLE FROM „ STREET. NOS TO CONTRAST FROM BACKGROUND. 2 -2 8 -6 8 -8 8 -6 2'-211 2. A FLOOR OR LANDING I" MAX. BELOW THRESHOLD IS REQ'D. FROM AN EXIT DOOR U.BL. 10033.Ib 3. FLASH OV. TOPS OF WINDOWS * TOP OF TRIM. 0 0 4. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT. 0 0 5. AT ALL GABLE END CODITIONS: ALL PLYWOOD SHE DRIAPHRAGM UMUST sl EXTEND CONTINUOUS ONTI UOUSENT MFROBE ---- ❑ ❑ ❑ ❑ ❑ ❑ ELIMINATED IF THE TRUSS MFR'R PROVIDES AN = ADEQUATE SHEAR OR DRAG TRUSS IN THOSE LOCATIONS. THE ARCHITECT AND STRUCTURAL = ENGINEER SHALL BE NOTIFIED OF SUCH A DECISION AND BE PROVIDED WITH APPROPRIATE 9 SIDEWALK CALCULATIONS PRIOR TO THE START OF WORK 6.WHEN A SHEAR WALL IS INDICATED ON THE DWGS. GJ� FOR A PORTION OF A WALL, THE REMAINING P.T. 6x6 POST ~ � PORTION IN THE SAME PLANE SHALL BE SIMILARL ❑ ❑ ❑ ❑ ❑ Cl C� SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. p F" Gm n -1. INSTALLATION OF ALL ROOFING AND WALL FLASH'G. 18" diam. x I'-0" DP. 18" diam. x 5'-0" DP. 0 OR TO BE PER INDUSTRY STANDARDS AND 199"1 U.B.G. FOOTING AUGER FOOTING tI1 CHAPTER 14022, 1508 AND 1509. I I (TYP. 4-PLCS.) (TYP. 8-PLCS.) Q S. WHERE GRADE IS GREATER THAN 30" BELOW WALK I I SEE DET. q LANDING, PATIO OR DECK, A 36" HIGH GUARDRAIL I I DI O 0 IS REQUIRED WITH A 1 1/2" TO 2" MIN. dia. GRIP AND THE RAILING SHALL BE DESIGNED SOA 4" dta. Z 0 1 > C) SPHERE MAY NOT PASS THROUGH AT ANY POINT. > o 1-- c) 8 SCALE: I/4"=1'-0" Z C" CONC PIERS PER PLAN I I I ° o c 1 6x6 P.T. POSTS0 &O V o N (TYP. 8-PLCS.) q 0_ L–J NON-BEARING SEE DET. I �+-�� N o r'- POST POST (4-PLCS.) —DI �` O o 0^ 18 DIAM. I _ 6x6 P.T. B_M. 6x6_P.T. BM. 6x6 P.T. BM. _ Q► ` -i o m Lo 44) rc — –I �Z � I ° x "40 XT CONC PIER FTG POST CONN `r�_ — 2x8 RIDGE -�- "r — 2x8 RIDGE 2x8 RIDGE— — I °�w �0 O — — �N — %%C4 —I — 1 a L — — 6x6 P.T. BM. N® — — —6x6 P.T. BM� — --g—o 6x61 P.T. BM. T U Q A 4 4 i� 00F EF' A l INC; FLAN SCALE: 1/4"=I'-0" ASPHALT COMPOSITION Lu ROOFING Z J-4Jl O LL I 1 I I I IL J I I I I L JI I LJ L �' I I I I I I I I tu ® � ENDm ELEVATION SCALE: 1/4 LJ LJ LJ LJ 51DE ELEVATION SCALE: 1/4".1'-0" 2X8 RIDGE 2x6 RAFTS. �[ 7 1 0 24" o/c 6 2'-2" 8'-6" 8'-8" 8'-6" 2'-2" LJ— �` ' A 12" 6x6 P.T. N BEAMS O > gwg �� �� 0 6x6 P.T. ® J-l--1 POSTS — — — — — — — — — — — — — — — — — ❑ ❑ ❑ ❑ ❑ ❑ 1I I� LLI LQ CONC. WALK SIDEWALK �9 8 18" diam. x 5'-0" DP. CNCCICaD 11 1I �CONC. FOOTING ❑ ❑ ❑ ❑ ❑ ❑ DATE LJ L J - - - - - - - - - - - - - - - - - � Im-31-mb /'` OF LIN£ S E T IeeAAl.e ON ABOVE '� f L 0 0 '= L AN SCALE: I/4"=1'-0" 8H88T SCALE: 1/4"=I'-0" JAN 16 2007 - 1