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54 -l ' . 411 1 II 1 ❑ I ❑ 11 Il -4 I3 -10 E2 -8 4 dl _7 a 11 _7 I r - -- -- ----- -- - - -i r --------------------------------------------- PATIO FIELD `✓ERIFY / ' PATIO FIELD VERIFY ; i 1 I S' -0" 8L ►DING 3' -0" SLIDING 8H 22 T MPERED r ---- _---- J-------------- - - - - -- - - - - - - - -- ------------------------------- _------ - - -�� / o HB _, ----------- -- - - --- � ° - �-- - - - - ^8_ ErRE$8 0 - - -� - - - - - -- r-- - - - - -- ; - - - - - - -- - T - r - °I I o a r ------ - --- ---------- ---- - ------- --- -- --- - - - --- - - --- -- - - -- -- ------- ------- - - - -- -- -- - - _'�-� -_____ -T _ -------- --------------------- -- - - -- Or 1 1 - - - I it 1 1 / I i I I Y '-- -- --- -- --- --' I � 1 I I I I Li I I FILLED CELL SYMBOL l/ ' 1 7 I 1 4'/ 2500 PSI MONOLITHIC CONCRETE BLAB WITH 6X6 I0 WIRE MESH ° I OVER b MIL, Vi&XEEN VAPOR OARRSR AND CLEAN,TREATED (- „� i AND COMPACTED FILL TO A MIN. 2500P8F (F!BERME6" OPTIONAL) ; I I I 1 I I 1 I 1 1 I I I I 1 •I I I- - - - - - - - ' - - - - - - - - - - - - - - — +� 1 a C. NOTE: PLUMBER TO VERIFY I LOCATION OF FIXTURES. 1 I 1 r 1 I I 1 , ° I I I I 1 1 I I I I r 1 I I I 1 1 r ---- -------- - ---- I r - - --- - -- - - _ -' I , --- ------ ----------- ------- -- ---2 L ----------------------------------_----- I - _ _ _ _ ' "- - -,, --------- - - - -- - - - -- L - - -- - -- -- - - - - -- DBt 614 21JE EC�RE68 ------------- - WITH f= YEBROW WITH EYEBROW - L - -� DROP BHOW'ER 0 - I ". STEP -DOWN 4' ; 8'X24" FOOTER PAD ,( W/►5 RODS 12" EI11 16 "X ?b" COLUMNS ' 10' ABOvE FINISHED FLOOR HEIGHT , 1 1 I 1 I I I 1 I I 1 8'X ?6' CONT. 2500 P61 CONCRETE FOOTER WITH 2 0 5 REBARS ON ROD CHAiRB AND UPRI(SHTS BENT AND T;ED A MIN. OF 25 ". - 8' O.C. MAXIMUM SPACING AND BE610E ; ' EACH OPENING. , CA I I 1 1 1 1 1 ° I 1 I I I I 1 1 1 I I 1 I I ( I 1 I 1 I I 1 I ( 1 I I 1 I 1 1 1 1 I I I 1 I 1 1 I � 1 I I 1 I 1 1 1 - - ------------ -------- - ----- - --------- - f00 MH WINDRATiNG ON OOR - - I 1' of /j' I , — � I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - _ - _ - _ _ _ - _ - _ - _ - - _ _ - _ _ _ _ _ - _ I 10 -8" 6' -4" I 5' -8" I 4 -8" 9' -0II T-o" 1 X4 1 -0 11 FOUNDATION PLAN DRAWN BY 12 8 HANLEY 4 CA SCALE: 1!411 " 11 -0" - - -- ---- - - - - -- -- -_ —_ PAC E 2 - j r — - - - - - -- - -- - - -- — F10ERGLA88 SHINGLES ! i *30 ROORNG FELT DOT. PITCH ON ELEVATIONS � l 1/2' CDX PLYWOOD NAILED W /80 COMMON8 j b OC ON i j FABTENERB PER ROOF LAYOUT ��= / PRE ENG. TRUSSES 24'0 C MAX 6PACiNG / i I !GC `iPi - '.11iND LOADING R -25 INSULATION I i ALUM. GRIP EAV E ,j - - -- - -- - - -- -- - 1 1f T 1/2" EIL iNG DRYWALL ! 2X6 SUB- FASCIA � VINYL SOFFIT AND FA8GIA I h T 1/2' DRYWALL OVER ?X2 PT 3TRIFPING AND 3/4 RIGID INBULATiON I I PRECAST LINTEL AND ili_�I j I LINTEL £LOCK WITH F (1) I'5 REBAR CONT. I OF HOUSE . } j I li i SINGLE HIiNG WINDO1ll8 I w I� -al i 'al PRECAST BILL I ; I STUCCO FINISH 1 - - - - -- - - � - - - 4 "/ 2z • P51 MONOLITHIC CONCRETE BLAB WITH 6X6 10 /10 WIRE MEBN OVER 6 MIL. V18XEEN VAPOR f'3ARR ER AND CLEAN,TREATED 8"X:6" CONT. 2511 PSI CONCRETE FOOTER AND COMPACTED FILL TO A i'11N. 250OPSF (FBERI` ESH OPTIONAL) WITH 2 0 5 REBARS ON ROD CHARS AND UPR14SHT6 BENT AND TED A MIN. OF 2S ", 8' O.G. MAXIMUM SPACING AND BESIDE EACH OPENING, TYPICAL WALL SECT ION - - - -- - -- - - -- - - - - - -- - - -- 1/2" CDX CR OSB 5�_AT"!N( NA :LED b" OC CN ALL EDGES ADD iN T:-E FIELD GABLE TRUSS BRASiNG FER 'RU83 COQ - F'ANY i 2X4 D'AGONAL 43" O G NAILED WIT:4 (2) 12d S0 1''1"CN5 Y` - - -- AT TOP CI✓CrrD C= TRU39, BOT70M St- -CRD OP TRUSSAND INTO SICE OF 3TR(NGER PROVIDE '.6d NAILS 6" O.0 2x4 STRINGER 4a' O C NAILED III i � FROM BOTTOM CHORD TO PLATE (2) I2d COM`"ONS IN EASLI TRGSa_,' FROViDE Sd NAILS FROM SkEATHING - - - - - - - - -- f0 BOTTOM CHORD 4" O.C. j I i I 1/2 CEI' •NG CRYLIALL t 2X8 PT PLATE / _KT BLOCK WALL 2x4 BLOC <iNG SET TRU35ES 4a' O C NA LED 1JITN (2) I2d NAILS EACP END I I 1/2" X 8" J -BOLTS 4 I j GABLE BRACING DETAIL I I ' I I ' r - --- ---- --- --- --- --- --- -- -- - --- -- I - - - - -- - - 24' OVERHANGS -- - - - - -- -- - - - - - -- - -- - � I I I , I I ATTACH TRUSSES TO BEAM6 I AND KNEEIL'ALLS AROUND ENTRY j WITH H -3 HI:RRICANE T;E BY SIMFSON 31MFSON LU846 OR EOUAL. I 1 i T - I ATTACH BEAMS AND KNEE.UALL3 TO LINTEL WITH HETA-n j STRAPS AS NOTED I I II I I ! OR EOIJAL, r ----- --- — 4,T -- - -- - IT - - r - -- - - -- - -- -- -- - - - -- -- 1 I I I USE (1) t4ETA20 TRU68 ANCHOR PER EACH END OF EACH TRUSS EXCEPT A6 NOTED. I !00 MPH WIND LOADING ATTACH TOP PLATE OF KNEEWALL TO STUDS AND BOTTOM PLATE WITH 1/2" COX PLYWOOD NAILED WITH 6d NAILS 6"OC S`DE EDGES, f2 "OC FIELD AND 3" Or- BOTTOM AND TOP EDGES, SCALE: ' /a" " -O" ALL THE INFORMATION ON TH18 PACE lS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT 18 THE RESPON8181LITY OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. ROOF FRAMING PLAN ! i i I ' ALWAYS REFER TO TRU88 ENGINEERING BEFORE PORING LINTEE. t �Y C Tt ri T i WAVE PTV `WIO PLM AND " tT TO m to OO"PLIANGH WIC# 1�� OP T OTAMMM MtWWA COM `1 J