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<br /> FOUNDATION NOTES:
<br /> 1• CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
<br /> CONDITIONS PRIOR TO CONSTRUCTION.
<br /> 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL.
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<br /> 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED.
<br /> 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & "7 I_ I.9 �.___ �. __ 1- 3 Ili11 �� ,
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<br /> WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS, p
<br /> 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE I ,-
<br /> ZMAX HOT-DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS.
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<br /> 6. 2,000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. ti
<br /> ��I� .�1 �t�. � E� e ¢; I
<br /> 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. I
<br /> RG I II-40Lil- • Poet' IiA�I� LP, eF 0\ \ i
<br /> 8. SEE SHEET 2 FOR ADDITIONAL NOTES. :
<br /> F L ®AT1 N VENTILAT1 N - - - - - - --
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<br /> CRAWL SPACE AREA. 572 S.P.
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<br /> VENTILATION REQUIRED: 572 S.F. / 150 = 549.12 S.I. REQ'D r ® �Liia, -d ' y E
<br /> USE: 7" x 14" FOUNDATION VENTS � � ::::::----\
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<br /> • VENT AREA: 98 S.I. - 25% REDUCT.,1/4"MESH = 73.5 S.I.
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<br /> VENTS REQUIRED: 549.12 S.I./VENT AREA 7.47 S.I.
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<br /> PROVIDE: 8 7" x 14" VENTS, AREA= 588 S.I. 5: .OpTlc2t-•1 FOL,I-- Hi, x t1 I!
<br /> VENTILATION PROVIDED: 588.00 S.I. IS GREATER THAN: 549.12 S.I. REQ D
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<br /> 18 DIA. OR SQ. X 8 THICK CONC. FOOTING W/ 2 - BARS EACH WAY. �
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<br /> i 0 'I� POST CONNECTION PER FLAN ;` _ I �,��
<br /> 24" DIA. OR SQ. X 12" THICK CONC. FOOTING W/ 2 - #4 BARS EACH WAY.
<br /> _ �°I 0 24 POST CONNECTION PER PLAN . �� - e- I s" 0.6-,vp:r, , I l I : (5' J I
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<br /> dik 80" DIA. OR SQ. X 12" THICK CONC. FOOTING W/2 -#4 BARS EACH WAY. (�)-4 4 Flop.•e ©-r--r. (NI \ ,� ._ .
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<br /> 30'POST & CONNECTION PER PLAN
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<br /> 86" ®IA. OR SQ. X 12" THICK CONC. FOOTING W/ 3 BARS EACH WAY, - }_
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<br /> 0 36 POST & CONNECTION PER PLAN -._ -.
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<br /> ROOF FRAMING N 0 e ,'` rl;? �Irl� y� WALL I� y�� ®� IKIRTIk16/
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<br /> 1, CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & ©0 i'000 I` `� � '' ^ � X { I
<br /> CONDITIONS PRIOR TO CONSTRUCTION. c. oX ' '� ,,ll 1
<br /> 2, ALL BEAMS & HEADERS UP TO 6100„ SPAN T�5 BE P�f�`: ��/�� `���' ��a;� (��`�) � � F � \ � Aea`�E_ � � �
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<br /> 4X10 DF2 ALL EXTERIOR WALLS, U.N.Q. I,I/2 �II0 (`d .t�'( I��SIJL- , r IDj I
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<br /> 3. PROVIDE VENT BLOCKING OVER SUPPORTS. i°��. IN 14/ / 4 p YI
<br /> 4. ALL RAFTERS AND TRUSSES TO BE CONNECTED TO BEARING � V I :S.UgoUND - I = 0 0 I
<br /> OR H�1 TIES. E�M5� � � \ '
<br /> WALLS AND MEMBERS WITH SIMPSON A 85 9�f l�l To PA©(I-Ir t�i. iIN b I
<br /> 5. ALL TRUSSES; e I i , I! II ll , I I
<br /> SHALL CARRY MANUFACTURER'S STAMP.
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<br /> - BEFALL BE INSTALLED & BRACED TO MANUFACTURERS LIKIPAT
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<br /> SPECIFICATIONS. rO 4 i ' rc� Ca�1lz� I f 1 . I�c��l ,
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<br /> - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE - I II 1 ii _ _ N . __.,__ �� ,
<br /> FOR FRAMING INSPECTION.
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<br /> - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING --, -- - "' .j � . �\\ r I\
<br /> DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS. - __ y_ ---------
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<br /> - SHALL HAVE A HEEL OF 10 BEFORE TAIL FOR INSULATION.
<br /> 6. SEE SHEET 2 FOR ADDITIONAL NOTES. I it , Ali7 ?01--( 14,t-L, .- , . b
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<br /> Roos Area: 572 sf
<br /> ii7 mai - _ C°I i.c, -BPS , ® 5
<br /> Ventilation Required: 572 sf. / 150 d 549.12 si. Req d �
<br /> Provide Ventilation at Eaves, All Eaves . U I II �. I ll Q�'
<br /> 'Continious Eave Vent= 22.00 si. per If. -- 25% reduction = 16.50 si each, Co'- '® _® LNDA:17. I- ' \ j b
<br /> )Upper er Ventilation Req'd = 241.92 si./ 2 / si. per linear foot v 16.64 vents \ LA ; - -
<br /> =Provide: 40.0 If (min) Continious Eave Ventilation = 660.00 si, -
<br /> ;Ventilation Provided = 660,00 si. is Greater than 549.12 si. Req'd viic
<br /> li,di 1 i Siri et +CITY OF EV r=.R E TT : :
<br /> REviEVVED FOR PERMIT
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