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Plans �-c - PROFFssi ,T_ `' c�� G N T \ 1 FF �� RECEIVES _ 83248PE 151.<"4'14:'::, - 05,1 • E JUN 10 2015 OR ON -9 2 1' �4� � 14 , �. �,1'�'Y OF I'��A((V ro 'FL LA S . �"� BUILDING DIVISION 7 .1 EXPIRES: 12/31/2016 ( T O c75 ?. !135SWLLn k-). / N w w % Q,1 LPL N s imi = .1 1!- r+I `1 ' ` =w,.„:r `ten.* Q\ 5 Ll W W S a. +ao z brM; �tleCt i � `� O tl ,z xv„j to -Q c a a E; ��W I I CITY OF TIGARD O = J a;a 6 ------- - Approved by Planning VICINITY MAP ¢COZ Pp t� DECK -� ——— - Date: 6/ ice / is a o v moo Initials: ►M p ( / c) .. = rot V GENERAL NOTES: N/ / ///, I DESIGN STANDARD: a 2014 OREGON RESIDENTIAL SPECIALTY CODE. .( A ° w t") w / / DESIGN CRITERIA: N SEISMIC: SDS=0.714 / / WIND: 120 MPH,EXP.'B' 1� t 1,; / / GENERAL V = n // 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND —`u / / CONDITIONS. //// / I ! w SITE ADDRESS: 13599 SW LAUREN LN. 2. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE"Z-MAX"OR EQUAL �„ Z ///� TIGARD OR,97223 APPROVED BY THE ENGINEER, UNLESS NOTED HEREIN. "Z-MAX"COATING IS O Q NOT SUITABLE FOR USE WITH CERTAIN PRESSURE TREATED CHEMICAL TAX LOT ID: 2S104CA02500 COMPOSITIONS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE Q c� LLJ +i -1 SUITABILITY OF THE "Z-MAX"COATING WITH THE ACTUAL PRESSURE TREATED cn °Q o PROPERTY ACCOUNT ID: R2032442, MATERIAL USED. WHERE"Z-MAX"COATING IS DEEMED UNACCEPTABLE, Z w Q °-° `'' STAINLESS STEEL HARDWARE SHALL BE USED. w CU Cr) J O 75.00' ~ Z 3. ALL DECK JOISTS TO BE PRESSURE TREATED DF#2 OR BETTER. ALL DECK O 0_ w 0 0 06.10.2015 BEAMS TO BE PRESSURE TREATED DF#1 OR BETTER. ALL DECK POSTS TO BE U 0_ o. Q PRESSURE TREATED DF#1 OR BETTER. PROVIDE A HAND APPLIED WATER ,;' U 0 ± PRESERVATIVE AT ALL NOTCHES AND FIELD CUTS. w CO C� SITE PLAN 4. ALL CONCRETE TO BE F'C=2500 PSI MINIMUM COMPRESSIVE STRENGTH AT JOB No. 11,1 SCALE: 1".2U o" 28 DAYS. 15169 /3R No. 15023 5. ALL LAG SCREWS TO BE HOT DIP GALVANIZED OR STAINLESS STEEL. DRAWN CHECKED MLH SR/DH 6. WEATHERPROOFING/FLASHING BY CONTRACTOR. DATE 06.05.2015 7. ALL FOOTINGS TO BE PLACED ON FIRM UNDISTURBED NATIVE SOIL. SHEE 31 .00F8 1 . r• CITY OFTIGARD RECEIVED Approved by la Wing ���ED FRpF6s JUN 9 2015 Date: /. �c,�� �G I NFF \ CITY OF TlGAD Initials: ) 83248PE BUILDING DM.), C` ON N� et C1B y OR 74 , 2$ '1'EL L A S . �\\• EXPIRES: 12/31/2016 4,1571)-0 0 0 0°0 T ,. , Ila _= . .I E LLa!! C I I .= z 2R :H LLJIJI 0 u,O -� k31Z 16 ON Er) a OlLw DECK ' 7 J Fv z I I �C >az tn 12'-0"± 1 VICINITY MAP o - o > W 6 goo I I ��� 1� "111/ ////' `3 GENERAL NOTES: II �I. • I / / DESIGN STANDARD: A a w 10'-0"± 1 2014 OREGON RESIDENTIAL SPECIALTY CODE.0. DESIGN CRITERIA: /SEISMIC: SDS=0.714 LGU I WIND: 120 MPH,EXP.'B'GENERAL �U I 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND r// / CONDITIONS. w SITE ADDRESS: 13599 SW LAUREN LN. 2. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE"Z-MAX"OR EQUAL („ Z TIGARD OR,97223 APPROVED BY THE ENGINEER,UNLESS NOTED HEREIN. "Z-MAX"COATING IS O Q +i NOT SUITABLE FOR USE WITH CERTAIN PRESSURE TREATED CHEMICAL z +? TAX LOT ID: 2S104CA02500 COMPOSITIONS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE z ao P 1 SUITABILITY OF THE"Z-MAX"COATING WITH THE ACTUAL PRESSURE TREATED ' N IZ PROPERTY ACCOUNT ID: R2032442, MATERIAL USED. WHERE"Z-MAX"COATING IS DEEMED UNACCEPTABLE, Z w Q STAINLESS STEEL HARDWARE SHALL BE USED. w UJ N O 75'00 - - 3. ALL DECK JOISTS TO BE PRESSURE TREATED DF#2 OR BETTER. ALL DECK 0 ._ U 0 ' u BEAMS TO BE PRESSURE TREATED DF#1 OR BETTER. ALL DECK POSTS TO BE 0 < ! o a Q PRESSURE TREATED DF#1 OR BETTER. PROVIDE A HAND APPLIED WATER 0 PRESERVATIVE AT ALL NOTCHES AND FIELD CUTS. N> M SITE PLAN 4. ALL CONCRETE TO BE F'C=2500 PSI MINIMUM COMPRESSIVE STRENGTH AT JOB No. 11, 28 DAYS. 15169 /3R No. 15023 SCALE: 1"=20I-0" 5. ALL LAG SCREWS TO BE HOT DIP GALVANIZED OR STAINLESS STEEL, DRAWN CHECKED MLH SR/DH 6. WEATHERPROOFING/FLASHING BY CONTRACTOR. DATE 06.05.2015 7. ALL FOOTINGS TO BE PLACED ON FIRM UNDISTURBED NATIVE SOIL. SHEE 31 .00F8 �S&EO PRZ619/04, 12'-10" 11'-3" �(.,\c :G 1 N /f 83248PE ////////////////////////_ __T_ I 7 . / , OR ON / / C9B ' 14, 2°� ��� / ? / "P1, 0,\\, L A S • 0,\ / "' EXISTING HOUSE / / f / EXPIRES: 12/31/2016 //////////////////// 22 V- v '1I z co N Co w 4 vo 0 o, g1 Z Po' N J 12)vz EC U N g az = Qw 0-E\ t %g- DKING MATERIAL: I Q 24'-1" 1X6 IPE HARDWOOD. I � I �_ 1 Ii II L 4 1 UPPER DECK Nay S2.0 15169 PONSNESS_SHEETS.DWG 28'-1" 0 L— <4 i.0 12' 10" 1 1'3" 4'-0" / 7 �V /////////////////////////� T! /////////////////// /////////// / N z / / / 4' /f / °- / "' EXISTING HOUSE "' / Et' U w / a N IY Q ////1////////1////////, 1 • w z CY � z o Z o U° J 0N � _ LU o, W w a ± % (1 � wc�iC�1-1 ` � —) ,— '— T p9 51N9. • !V DECKING MATERIAL: 15169 /3R NO. 15023 • DRAWN CHECKED 24'-9" 1X6 IPE HARDWOOD. MLH SR/DH DATE 06.05.2015 2 LOWER DECK S2.0 15169 PONSNESS_SHEETS.DWG SCALE:Ya"=1'-0" 2 O OF 8 „ cED PROpFS S - 12'-10” 11'-3" 4'-0" Vic. �G I N6- /C2 Ala 83248PE • EXISTING ' I ' HOUSE 0 0 O • ® / , OR ON 0 / /,'///// /, / /` //`l////Y///////// Sr Y 14 /04 �5- /Q/F�LA S S. ‘4‘\\' 0 1 FIF EXPIRES: 12/31/2016 ��� in S5.0 1� m 0 � v z �, m , m Z 0 ,I _,� ° L--J TUFF PI mg 11111k1 is / J T 0a0 / v N �z -o r , Ids/1 w I, , • z Q Lie L m _c) L �� a oo � � II 1I 3 �Q o� - 12'8 " 10�- I `r'EL- °2 24'-9" >0 z 1 <34' ` O 0 sa.o KEYNOTES: Nee U 1 LOWER DECK FRAMING PLAN 1. PT 2X10 DF LEDGER W/(2)SIMPSON'SDS.25X400'SCREWS @ 16"O/C S3.1 15169 PONSNESS_SHEETS.DWG SCALE:)/4"=1'-0" INTO RIM BOARD OR STUDS. 2. PT 2X10 DF JOISTS @ 16'0/C, 3. SIMPSON'LUS28'HANGERS,TYP. Z w 4. PT.6X12 DF#2 MIN W/'HUCQ612'HANGERS. g Z 5. PT.5Y2"X 9"GLULAM-WATERPROOFING TREATMENT AND DECAY RESISTANCE BY OTHERS. Z Z 6. FOOTING:30"SQ.X 18"THICK W/(3) #4 EA WAY. cn w 7. FOOTING: 12' DIA X 24"THICK. < w 8. 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