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HomeMy WebLinkAboutBLD2015-00095 - PLANSNOTE: IN5TALL TEN51ON TIES, J015T HANGEK5, f 05T BA5E & CAP5 A5 PER 5IMf 50N 5TRONG-TIE WRITTEN I N5TR UCTION5 NOTE: COMP051TE DECKING 5HALL BEAR LAPEL INDICATING THE KEQUIKEO PERFORMANCE LEVEL5 & OEMON5TRATING COMPLIANCE W/P90VI510N5 OF A5TM D 7032 NOTE: ALL EXP03EP WOOD TO 5E PPE55UPE TREATED ANO ALL FLA5HING & FA5TENEK5 TO PE COATED A5 REQUIRED TO PREVENT 01351MILAK METAL C09905ION 4x4P05T 3'-0" RAILING PY OWNER 51MP50N OTT2Z 1/2" DIA. HOG MACHINE DOLTS (3) 2x5 GIKOER PLYWD 5HIM5 SIMP50N P05TCAP5 PCZ6 0 INTERMEDIATE P05T5 EPCOZ C END CONDITIONS UNLE55 NOTEO OTHERWISE 6x6 HEM FIR P05T D 1 f�O5T-GIRPER-J015'T CANTILEVER PTL 25CALE: 3/4" =1'-0" 6x6 HEM FIR PO57' 5I MP50N PP500A I" 57-ANOOFF 12"OIA 50NOTUPE - #4 w/HOOKS IN FTG. F1 FOOTING: 30" x 30" x 6" FTG w/ (2) #4 E. W. (5) #4 VERT. F2 FOOTING: 24" x 24" x 6" FTG. w/(2) #4 E. W. (2) VER T DECKING A5 5ELT'O PY OWNER 5EE NOTE APOVE 51MP50N OTT1Z DECK TEN51ON TIE, TYP. AT 4 LOCATION5 ALONG 50UTH 5IOE OF HOU5E A5 INDICATED 5Y :, ON PLAN 2x5J015T5 Ccs 10" O.C. 5ECURE w/5IMP50N LU525 0r,V05T-FOOTING PTL 2 SCALE: 3/4" =1'-0" �4 •�4 EXG. FON. 51 MP50N OTT2Z DECK TEN51ON TIE, TYP. AT4 LOCATION5 ALONG HOUSE A5 INDICATED 5Y V ON PLAN DECKING A5 5ELT'0 5Y OWNER—� 5EE NOTE APOVE 2 x 0 J015T5 C 16" O.C. 51 MP50N L U525 !Faotnero x 0 LEOGEK, 5" LedgerLok C 6" O.C., 5EELACEMENT IN OTE. 5ELOW CONTINOU5 FLASHING 13EHIN0- DECK LEOGER POAKO PPKOX. GRADE EXG. FANO J015T EXG, HOUSE FLOOR J015T5 RUNNING EA5 T -WE5T 2 x 0 LEDGER, 5" LedgerLok fAotnero 0 5" O.C., 5EE PLACEMENT IN PTL. 5ELOW CONTINOU5 FLASHING PEHIN DECK LEDGER POARO EDGER/ J015T to SILL PLATE PTL - SOUTH 51PE CALE: 3/4" =1'-0" EXG. HOU5E FLOOR JOI5T5 EXG. PLK'G EDGER/ JOIST to JOIST PTL at CANTILEVER -WEST SIPS CALE: 3/4" =1'-0" 1 2" MIN. 8" O.C. O P>OLT FLACEMENT IN LEDGER 625CALE: 3/4" =1'-0" DIAGONAL P>RACING: 2x4 ON FLAT NAILEO TO EA. J015T w/(2) — 100 NAILS PER J015T TYP. ORACING EA.PA N N 17-4" OWN LIVING ROOM / DINING AREA -:ft i •,I i A2 21'-4" L EQ. L EQ. 52 P2 - J CANTILEVER II II I 51M SDN CCL II I 5I MP50N CCT �7I I cv cv J1 OIMP50N CGL II , J2 m II I II I 5IM125ON CCL 52 II 5050 4036 FIXED SLIDER 1 KITCHEN EX15T'G DECK STEPS ---- ----- CL SE �LU52& no w CZ6 51 .�;. _i_ 81 oz v j. ,I % %� O WIN El I' J1 11 CLOSET I I --- --------- ------ -----------.. j L U,52011 1 5036 5050 5068 000-I FIXED FIXED 0 5LIOER m I 2616 2616 A2 AWN AWN LIVING ROOM / DINING AREA -:ft i •,I i A2 21'-4" L EQ. L EQ. 52 P2 - J CANTILEVER II II I 51M SDN CCL II I 5I MP50N CCT �7I I cv cv J1 OIMP50N CGL II , J2 m II I II I 5IM125ON CCL 52 II 5050 4036 FIXED SLIDER 1 KITCHEN EX15T'G DECK STEPS EX15T'G RAMP NOTE: CUT BACK THAT PORTION OF EXG OVERHANG UNTIL APOVE NEW PORCH CEILING AND/OR TO ALLOW PEAMS TO CONNECT PACK TO HOUSE. ,. POUGH CEDAR T&G FOR CEILING OF NEW PORCH ON FLAT LINE OF WALLS PELOW L -- - • .. '.i ---------------------------------------------------------- =F ------------.------- ----------------------------------- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LU520-2 PECUKE TO 5TKUCTU E TYP. °.� .:.:... EXISTING ROOF &OVERHANGS 2x4 RAFTERS 0116" O.C. 4x6 OF SEAM TYP H 2.5A TO IN510E PEAM ' 2x4 CEILING J5T5 Ccs 16" O.C. 4x4 HF POST PELOW TYP. PCZ6 PO5T CAP TYP, V LU520-2 TYP. 4x6 OF RIDGE P I?ARTIAL ROOF FRAMING FLAN 2 SCALE: 1/4" =1'-0" Cate Comeird Pe6iqfl, 405 ARCHITECTROOT STREET FORT TOWNSEND, WA 9b568 t. •I 585-2406 cate0catecomerford.com FRAMING 5CHEDULE J1 - DECK J015T, 2x5OF#20 10" O.C. J2 - CECK J015T: (various alternates 2x 10 OF#1012"O.C. 2 x 5 OF#10 6" O.C. 4 x 6 OF #10 10" O.C. P1 - PEAM : (3) 2 x 5 OF 4x 10 OF#2 0x5OF#2 132 - PEAM : (various alternates) 6x12 OF#1 5.125" x 9.0" GLP U 4/9/2015 Revised detail & framing Schedule 3/26/2015 RE5UBMIT FOR PERMIT NO. I DATE I ISSUES/REVISIONS ALTERATIONS &DECK ADDITION: HECKINGER I EA5TERDAY RE51DENCE 170 SUNSET BOULEVARD PORT TOWN SEND, WA 98368 James Heckinger 1614 32nd Ave Seattle, WA 98122 FLOOR PLAN JOB NO. DATE SCALE: 201505 2/24/2015 AS SHOWN DRAWN BY DWG. NO. CJC ARCHITECTS SEAL l�88 REGISTERED . A2 RCHITECT ;f FC'NE J. COMER 'WC WAl%unr: rte, EXPIRES 03-20-2017 CATHERINE COMERFORD, AIA WARA #6788 ---- ----- CL SE Z no w oz v WIN El ' J1 I I CLOSET I I j I I ' p I I A2 BEDROOM BATH BEDROOM I EGRE55 EGRE55 2020 2640 2640 AWN r u O CA5EMNT CA5EMNT P 1 DECK FRAMING 1LAN & FOOTINGS i 2 SCALE: 1/4" = 1'-0" 30-5113 0 u 4x4 HF P0' POL T TO EXG 1 RAMP STRINGER EX15T'G RAMP NOTE: CUT BACK THAT PORTION OF EXG OVERHANG UNTIL APOVE NEW PORCH CEILING AND/OR TO ALLOW PEAMS TO CONNECT PACK TO HOUSE. ,. POUGH CEDAR T&G FOR CEILING OF NEW PORCH ON FLAT LINE OF WALLS PELOW L -- - • .. '.i ---------------------------------------------------------- =F ------------.------- ----------------------------------- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LU520-2 PECUKE TO 5TKUCTU E TYP. °.� .:.:... EXISTING ROOF &OVERHANGS 2x4 RAFTERS 0116" O.C. 4x6 OF SEAM TYP H 2.5A TO IN510E PEAM ' 2x4 CEILING J5T5 Ccs 16" O.C. 4x4 HF POST PELOW TYP. PCZ6 PO5T CAP TYP, V LU520-2 TYP. 4x6 OF RIDGE P I?ARTIAL ROOF FRAMING FLAN 2 SCALE: 1/4" =1'-0" Cate Comeird Pe6iqfl, 405 ARCHITECTROOT STREET FORT TOWNSEND, WA 9b568 t. •I 585-2406 cate0catecomerford.com FRAMING 5CHEDULE J1 - DECK J015T, 2x5OF#20 10" O.C. J2 - CECK J015T: (various alternates 2x 10 OF#1012"O.C. 2 x 5 OF#10 6" O.C. 4 x 6 OF #10 10" O.C. P1 - PEAM : (3) 2 x 5 OF 4x 10 OF#2 0x5OF#2 132 - PEAM : (various alternates) 6x12 OF#1 5.125" x 9.0" GLP U 4/9/2015 Revised detail & framing Schedule 3/26/2015 RE5UBMIT FOR PERMIT NO. I DATE I ISSUES/REVISIONS ALTERATIONS &DECK ADDITION: HECKINGER I EA5TERDAY RE51DENCE 170 SUNSET BOULEVARD PORT TOWN SEND, WA 98368 James Heckinger 1614 32nd Ave Seattle, WA 98122 FLOOR PLAN JOB NO. DATE SCALE: 201505 2/24/2015 AS SHOWN DRAWN BY DWG. NO. CJC ARCHITECTS SEAL l�88 REGISTERED . A2 RCHITECT ;f FC'NE J. COMER 'WC WAl%unr: rte, EXPIRES 03-20-2017 CATHERINE COMERFORD, AIA WARA #6788 NEW COVE EO ENTRY OVER EXG. RAMP 2x4 OF #2 RAFTERS --� Ccs 16"-C�.C.----------- 4x4 P057,3 /7PITCH t0 MATCH EXG. ROOF VERIFY 4x6 OF RIDGE BEAM 5p IDING TO MATCH EXG. 4x6 OF GIRDERS EGRESS EGRESS T --------- - ------- - - - - ------- - - - -- --- 2020 AWN ------------------------- - -tt-\-------------------------- ir-- - - - - -- `' --4x4 HF P05T W/51 MP50N P854 -4A EMBEDDED STAND-OFF 845E 12" DIA. 50NOTU13E TO 30" BELOW GRADE E 1 FRONT ELEVATION W5CALE:1/4"=1'-0" BOTTOM OF 18" E N t9 _■ u F21 I I I I I I ►, I I, F21 I I I I I I I I I I I I I I I I I u I I�r`� 11 Flu I I I I I I I I I, II II FGII I I I I I I I I I I I I I I 17-4" 21'-4" 6,_ 11„ --- - - - - -- _ -- - - - - ------ - - - - -- , O F21 1 ,I ,■ i i■ i i ■ i i a „_ I I I I F21 I F1 I I F1 I --------*---------- 1 1_• I �-_F2, - 00- D" x 6" EDGE OF DECK ABOVE —� O 24 x 6 CONC. FTG. w/ ' a� (2) #4 E. W, 1-----, 6'_11'► ,---i -, F1 , F14 I 1 I I ----------------------- -------------------------- --I--------- I LINE OF CANTILEV ABO UNDERPINNED BASEMENT VERIFY IN FIELD w/ARCHITECT CONDI TION OF EXG HOUSE FTG. PRIOR TO EXCAVATION FOR NEW FOOTING EX15T'G LDECK & 5TEF5 ABOVE ----------- ----- ------a ----------- m ------------- ®------------- a----------- , I I O I � I I I I I _ F21 ! _� _F21 I I I 1 I 1 1 I 1 I 1 I I I 1 I I ----------J I rJ I CRAWL5FACE I I I t ®---------------------- - , E REAR ELEVATION A2 SCALE:1/4" =1'-O" ' ARCHITECT 4O' 640 5EM A51� EGRESS EGRESS T --------- - ------- - - - - ------- - - - -- --- 2020 AWN ------------------------- - -tt-\-------------------------- ir-- - - - - -- `' --4x4 HF P05T W/51 MP50N P854 -4A EMBEDDED STAND-OFF 845E 12" DIA. 50NOTU13E TO 30" BELOW GRADE E 1 FRONT ELEVATION W5CALE:1/4"=1'-0" BOTTOM OF 18" E N t9 _■ u F21 I I I I I I ►, I I, F21 I I I I I I I I I I I I I I I I I u I I�r`� 11 Flu I I I I I I I I I, II II FGII I I I I I I I I I I I I I I 17-4" 21'-4" 6,_ 11„ --- - - - - -- _ -- - - - - ------ - - - - -- , O F21 1 ,I ,■ i i■ i i ■ i i a „_ I I I I F21 I F1 I I F1 I --------*---------- 1 1_• I �-_F2, - 00- D" x 6" EDGE OF DECK ABOVE —� O 24 x 6 CONC. FTG. w/ ' a� (2) #4 E. W, 1-----, 6'_11'► ,---i -, F1 , F14 I 1 I I ----------------------- -------------------------- --I--------- I LINE OF CANTILEV ABO UNDERPINNED BASEMENT VERIFY IN FIELD w/ARCHITECT CONDI TION OF EXG HOUSE FTG. PRIOR TO EXCAVATION FOR NEW FOOTING EX15T'G LDECK & 5TEF5 ABOVE ----------- ----- ------a ----------- m ------------- ®------------- a----------- , I I O I � I I I I I _ F21 ! _� _F21 I I I 1 I 1 1 I 1 I 1 I I I 1 I I ----------J I rJ I CRAWL5FACE I I I t ®---------------------- - , E REAR ELEVATION A2 SCALE:1/4" =1'-O" CateComeird Pe6iqn, PLLC ' ARCHITECT 405 ROOT STREET FORT TOWNSEND, WA 98368 t. (360) 385-2408 cat c0catecomerford.com 7 FOOTING 5CHEDULE F1 - FOOTING: (4) REQ'D 30" x 30" x 6" with (2) #4 E. W. (3) #4 Vert. F2 - FOOTING: 24" x 24" x 6" with (2) #4 E. W. (2) #4 Vert. I IC OU �TY O J O BUILDING LAN REVIEW Bf APPROVED AS SUBNIfffED 0 APPROVED AS NOTED [ REJECTED Date Reviewer C REVIEWED L=ori COMPLIANCE d 1 i; t`r7 Budding Department at 379A450 prior to makiN change, or revisions to the approved plans 0 5/20/2015 Revised window, footing, etc. 3/26/2015 RESUBMIT FOR PERMIT NO. DATE ISSUE&REVISIONS ALTERATIONS & DECK ADDITION: HECKINGER / EA5TERDAY RE51PENCE 170 SUNSET BOULEVARD FORT TOWNSEND, WA 98368 James Heckinger 1614 32nd Ave Seattle, WA 98122 FOUNDATION FLAN JOB NO. DATE SCALE: 201505 2/24/2015 AS SHOWN DRAWN BY DWG. NO. CJC ARCHITECTS SEAL 7$8 R.EGIvERED Al CJ HIT ECT CATHERNE J. COMERFt D STATE OF V'IASHlN' r EXFIRES 03-20-2017 CATHERINE COMERFORD, AIA WAKA #6788