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Plans (31) /1S�a diCP -- t20/ / /1457-2.01(e - °()11/ /e(epko swa/ /frv -. iF672RECEIVED 1. COMPOSITION ROOFING OVER 15# ASPH FELT City of Figarcf JUN 9 2016 2. 1/2" CDX PLYWOOD SHEATHING. Apprwed Plans 3.2x RAFTER PER PLAN. By . r.,a to OlgCITY O TiGARQ "` BUILDING DIVISiOR�4. INSULATION: R38-CEILING, R3O-FLOORS & VAULTED CEILINGS. R21- WALLS. 5. 7/16" OSB SHEATHING. 6. HARDIE PLANK LAP SIDING. OR EQUAL OFFICE COPY 7. 2x6 STUDS 16"oc 8. 4x8 DF #2 JOIST @ 32"oc. 9. N/A REVISION 10. N/A 11. TYP 4x8 DF#2 HEADER UNLESS OTHERWISE NOTED. 12. N/A 13. N/A 4x4 PURLIN 14. APPLY 1/2" SHEETROCK TO WALLS AND CEILING. SUPPORT TO RIDGE 15. N/A 16. N/A � 111111 .:o.o.o.o.........:•--.•::❖:• ...❖...............❖...•. ❖.. ..:.::;::;:::;:::::::::::::::::::::::• ;::::::::::::::: 17. GUTTER- TRUSS/RAFTERS @ EAVES PER DETAIL p.4- VERIFY EAVE 8 5112 - 11�r ,.,;,:;:;:;:;:;:;:;:;:;:;:;:y;,;:.:;:y;.;.;,.,;.;.y;.;.;,.;,,.;. ;.; SOFFIT DETAIL w/ CONTRACTOR. IF REMODEL. MATCH EAVE 6- SOFFIT 3 -SII ..•: �3:�% 11111411 : : 2%::TO EXTG STRUCTURE. .❖:::. . �i�: 1s1 111•11 i g III �i%�2�:�Z%�2�2�:X22;3?=:> :;2;:;:;:;:;:;:;: �i�:�2�:�2�2�Z�:=2%�2�5:�:�:=:�2�2�2%�2� �:�2 18. CONCRETE FOUNDATION WALL g-, FOOTING: REFER TO cilg 4 X41 -tli: �:�:�::..*****° �:* * .x.x. %: FOUNDATION PLAN p.2 FOR SPECIFIC FOUNDATION DETAILS. FOOTING ""''""""" ""' '•""'•'•"•'•'•'••••"••'•'•"••"•"•••••• 'i�i�i�i�asi�i �i�i�:�':�i� �i�i�i�siiii %::::::i:::;:;:: ;:e;:;:;;:;::;:;:;:;:;:;:;. : TO BEAR ON UNDISTURBED SOIL. BOTTOM OF FOOTING TO BE BELOW ,.,.,,.,......w:::,.::::::.,.,.,.,.,.,.,.,.,.,,.,.,.,,.,.•,.,.,,::::i,.•,,_. ...._......_..,.•.,.,.,,.,,.,.,. A .•.O❖..• :i . • ,,❖.❖.❖.❖.O❖.❖.❖.O❖.❖.•.O❖.❖.O•.,_..•..:::::ti:•,;,❖,•,•,•,•,❖,,- FROST DEPTH LISTED IN DESIGN CRITERIA. I ......... .................................... ...........,.......... 0 0�:�:%:� �:S�is �:❖:❖:•:�:O❖�:❖:.;.;.:;o;.�.::,:,:,:,:,i i;�'"iitzi �.� �000�00.0�:���. 19. PROVIDE ATTIC VENTILATION AT A RATE OF 1 SF FOR EVERY 150 SF 5 „,wir,,,,o. C4t14 000:,,,,,,,,,,,. ,.❖.....•.tme.,,,,,,•,,❖,❖.❖.,,�,�,,.•,❖,•,.,�.�,�it OF VENTILATED AREA. VENTILATION MAY BE REDUCED TO 1 SF •;•;•;•;•,3;•; 3;•;.;; 3;•;•;•;•;;,;;,:•3A;•;•;•;•;•;<;•;•.;.•;•'r;•;•;.•;;.. FOREVERY 50% 80% o• %�:% tw: �3:�:%:: 5: �::;:;:•:;:❖:❖:❖:I; � ❖:❖:❖::%•::�:❖:❖:•::❖: E Y 300 SF WHEN TO OF THE \, ENT OPENINGS AREI •,•,•,•,•,,�;•,;,•,•,•,:o,•,•; o,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•;•,•;•:•;•;•;•;o;:•;•;•;••;•;•;•;•:<�,y;•;:•;•;•;•;•3;•;•;•;• PROVIDED IN THE UPPER HALF OF THE AREA TO BEVENTILATED O 2b68 ►� 2f •••••• •••••••••••••••••••.•.❖.•..❖o.❖o.. .❖.❖vv.o. 4. 20. PROVIDE FIRE STOPPING AT THE FOLLOWING LOCATIONS: •.oia.:,,c - .-.:;.$1,o❖.00❖.•.00•.o❖.•.o❖.00❖. .❖.❖o. ..-..-.- ,o•,o•.eo•.00•.li.• A. EACH 10' VERTICALLY AND EACH 10' HORIZONTALLY 7 2: :;:2 ;:;::;:;;: :.: :;;::::;:;:;:;:;:;:;::: O .•.•.•.•.•,•,.i�.•.❖.••D,•,0•.•.•.•.•.❖:•.❖:❖:❖kkkO :❖❖:❖•:•::;�:q.;•:•:•:•:•:•:•:•:•:•:•;•i aO;❖:❖:❖:❖u: B. ALL CEILING AND FLOOR LEVELS o�� ::%�t i_:` �3: °:�:% �i;::::::::::::::::: ► :: ::�;: itii ��t.. ... o;.otk.: :10:.❖.❖.:::::*.o❖.❖.❖.V�..�❖.•.o❖:::i o�.�.❖.❖.❖.❖o,.•. C. ALL INTERSECTIONS OF VERTICAL AND HORIZONTAL •-41"..� ��••�•����•��•� �••���•••• "'�••4'�•""..."" FRAMING � 0 �. � �I $ 7 21. WOOD SIDING, SHEATHING AND WALL FRAMING SHALL BE A EXISTING 24' TALL FOUNDATION STEM WALL C)-11. 2x6 PT LEDGERMINIMUM OF 6" ABOVE GRADE @ ALL POINTS. \ 22. RAFTERS SHALL BE CONNECTED TO WALL PLATES w/ APPROVED CONNECTORS HAVING AN UPLIFT RESISTANCE NOT LESS THAN 175 LBS. I--- F- I INE-1 AS BUILT NOTE: (SIMPSON H2.5) I , _ lN� EXCAVATOR CUT HOLE FOR 48' CONCRETE STEM 23. 2x BIRD BLOCK w/ SCREENED VENT WALL. RESULT IS 24'VERTICAL CUT @ EDGE OF 24. 1-1/8" TOG EDGE GOLD FLOOR DECKING OR EQUAL. SECTIO\ A EXISTING FOOTING. CITY INSPECTOR REQUESTING ENGINEERED SOLUTION TO SOIL BEARING CONDITION. SEE ATTACHED PICTURES. SCALE 1/4"=1' a'==� 1►♦♦♦♦ ♦♦ ♦♦♦♦♦ • *41) ' , lit iv —I L 4 4 ht 4 iti5+4#04 4 k _Ai h . ii ,r ,4.- # 90. 0 ♦♦♦♦♦�.41P01 0 0 P♦♦♦♦♦�i♦♦♦♦♦ ♦♦♦♦♦♦�♦♦♦♦♦♦�� IIIC);Pl1.lI'..---*-.-- i I (, ,►, ►�►#i♦♦♦♦ i♦♦ ♦♦♦♦�0M ♦�NE ` __ _♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ire� TYP GOLD JOINT NOTE: 'k I MOM ar.ALN IF 1 40 �_ ♦ * • "4►♦♦♦ +�!��. *� * ♦♦♦♦♦♦ ' TYP GOLD JOINT NOTE: �, EPDXY(1)#4 REBAR b"INTO EXT6 FND WALL I•' ♦♦`�! �� �� ♦♦♦♦♦• a EPDXY(1)#4 REBAR V INTO EXTG FND WALL ' 0�♦♦♦♦♦♦♦�y J �;� ��'-1 � `�♦♦♦♦♦♦.'0 &(1)#4 REBAR b"INTO EXTG FND FTG,REBAR ,0 8(t)#4 REBAR b"INTO EXTG FND FTG,REBAR ' ♦♦ �' `11�� ,��+1�♦- ♦ ♦ ♦� SHALL ALSO PROJECT INTO NEW FND b"MIN «�� SHALL ALSO PROJECT INTO NEW FND 6"MIN ' ♦-._. ._♦ _����_�._.��._�,.�. ' 101 It►�M .�1�_U.�7♦ ipG._�� - ��J►� ♦♦♦♦♦�♦♦♦♦♦'� ►Iiv.�v/!•�rs�`����-a<1iJ!•`�������5����-���-�-� SEE KEY NOTES BELOW ♦♦♦♦♦♦�4 , A� FOR J-BOLT 8 VENT ♦♦♦♦♦♦Ir— 9�_7• H LOCATIONS 11 1 -j$ 0 181 _ N 1-1-i E ♦♦♦♦♦♦ A J SEE KEY NOTES BELOW Q ♦♦♦♦ 3 ♦/ Q — — CN S — __Fil2 ONB_ VEN p .♦♦♦♦«� v 4X4 POSTH ♦♦�♦♦k4 g © 8X18' PIER P DTP 4X6 POST AT BEAM BREAK Luv ♦♦♦♦♦♦♦♦♦♦♦♦�WIgik °OLL : ; OUGFIR#2BE:TYPU 60 I LI ei...; a& 411 j i___ ;2.0______ 20' p" 0il' , it' 3ARTLHT AD: FOUNDATION AS-BUILT NOTE: SCALE: 1/4 in = 1 ft EXCAVATOR CUT HOLE FOR 48" CONCRETE STEM 1L880 SW 9 WALL. RESULT IS 24" VERTICAL CUT @ EDGE OF EXISTING FOOTING. CITY INSPECTOR REQUESTING T I G_A 3 O 92 A ENGINEERED SOLUTION TO SOIL BEARING CONDITION. 1 SEE ATTACHED PICTURES& SECTION Al CLOUD. PAGE