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Permit#: C1703-013
<br /> Site Address: 3020 BUTLER ST
<br /> Owner: MARTIN AGNAL�O
<br /> � Tenant: [TenName]
<br /> � ,�� App. Date: 3{20/2017
<br /> Proposed Use: NEW SFR DETACHED
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<br /> � Description: NEW SINGLE FAMILY RESIDENCE
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<br /> \ Reviewed By: Date: ' J /�
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<br /> �Office Set �ab Site Set Fire/Planning Set
<br /> ' _ _ _ _ ALLOWABLE RIDGE_q5.6'
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MOLINA HOME DESIGNS, LLc
<br /> GENER?�L NOTES:
<br /> IX3 O�/ER ��DGE: q4.33'
<br /> 4:12 I. All construction er a licabte codes and ordinances.
<br /> ASPHALT GOMP. SHiNGLES 2 X 10 FASGIA 2015 IRG, IBG. p pp
<br /> - ON 15# FELT TRIM, TYPIGAL _
<br /> `4 t2 4 X BRAGKET � GABLE ENDS � 2. Verify all dimensions on job site. Brin� discrepancies
<br /> �j 8 � to the attention of Owner and/or Designer.
<br /> cY � 2 FREIZE BOARD t�1 3. O w n e r w i l l v e r i f w i n d o w s i z e s a n d m a n u F a c t u r e r(s) w i t h
<br /> � M E T A L F A S G I R G U T T E R � �- framer be fore start o f construction.
<br /> � i � � � � i i 4. One window per bedroom shall meet agress code.
<br /> UPPER FLOO PLATE � , ' � � , ' , � ' ' '� � UPPER FLOO PLATE
<br /> � � -_ �- -' - -- 5. Skylight glazing per �015 IBG.
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<br /> � ' ' � 6. Truss manuFacturer shall supp�y shop drawin s to Owner
<br /> � and Framer to review and approve before �abrication.
<br /> � � i � � I � � � i '7. Owner will verify electricat and heat layouts with
<br /> � = � �� �� � � _ installer before installation.
<br /> ' � � ' 8. Under all parallel beartng walis, use double joists or as
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<br /> � � � � �� �� � I � � - noted on plan. Dovble �oist (or extra TJI) under all non-
<br /> , � �� � ; , � bearing parallel walis.
<br /> itl i i�
<br /> � � �'�'_=� _%��_� ' 'I i � c�V q. TJI products to be installed per manufacturer's
<br /> 4.�2 �nstal lation �de and roved r orts.
<br /> UPPER FLOOR SUBF OOR � i �� , , ', UPPER FLOOR SUBF OOR 10.
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<br /> ------- - - -- -------------- -_ ---------- --- -- - _ - - --- _---- __- -_ _ _ _ _ me a connec ions o rea e wood s all be at
<br /> a minimum; triple zinc ZMAX (C�185 per ASTM
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<br /> - - - A653); Hot Dip Galvanze (ASTM A123 for
<br /> MAIN FLOOR PLATE MAIN FLOOR PLATE _ �onnectors and A5TM153 for Fasteners and
<br /> d� anchors.
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<br /> 5/4' X 4" TRIM � ; � � • , � � ; O II.AII bathroom fans, kitchen hood, and dryer ducts
<br /> � , shall be exhausted throvgh the attic to the roof
<br /> � - � , ;; � � = or through the floor system to an outside wail. ?�II
<br /> --------------- � 4" TRtM p wall ducts shall terminate at least 36" from a
<br /> 6 � � ; ` � � window opening.
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<br /> i I � GLIMATIG AND GEOGRAPHIG
<br /> � i i i i I � MAIN FLOOR SUBFL OR bq.0' II� II I � ' � / ! \ \ � MAIN FLOOR SUBFL OR 6q. ' DE51GN GRITERIP�:
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<br /> TERMITE: SLIGHT TO MODERATE
<br /> - - - - - - - - -' - - - - - - - - - - - - - - - DEGAY: SLIGHTTOMODERATE
<br /> A�/ERAGE BASE ELEVATION: 6�.6"
<br /> WINTER DE51GN TEMP: 2�
<br /> iGESHiELD REQUIRED: NO
<br /> FLOOD HP,ZARDS: �003 IQq� FIRM
<br /> AIR FREEZING INDEX: 250
<br /> � �� �� � � �� /'�� I � � MEAN ANNUAL TEMP: 50
<br /> �L.�Y�T(O1� �IOT�s: „ , ,� i�
<br /> � � � � � � ���� I � �, SGALE: I/4 = I -O �
<br /> DE5 GN DATA:
<br /> SGALE: I/4" = I'-O" I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 8
<br /> SGHEDULE PRIOR TO INSTALLING 51DING.
<br /> 2. GAULK ALL EXTERIOR .101NT5 � PENETRATIONS. RO�F LOADS: LL 25�ISF (SNOW)
<br /> DL 15#/5F
<br /> 3. PROVIDE WEATHER STRIPPING 8 �LASHING AT ALL DOORS � WINDOWS PER U.B.G. 140 2.2. TOTAL 40#/5F
<br /> 4. PROVIDE GAL�/ANIZED OR ANODIZED SHEET METAL FLASHING 8 ��,ANNING DEPL IiVSPECTiON REQUIRE�
<br /> GOUNTERFLASHING � ALL ROOF PENETRATIONS, GHIMNEYS � SKY�iGHTs. �RIORTOREQUESTFORFINALINSPE�TIO�' FLOOR LOADS: LL 40#/SF
<br /> 5. PRO�/IDE GONTINUOUS METAL GUTTERS 8 DOWNSPOUTS � ALL EAVES, TYPIGAL. .OMMi1NITY DL 10#/5F
<br /> tiT r����' Landscaping Fencing Sfgn$ . _ _
<br /> �En Iro e tall Senslt��e Area k� 'y'}"�"�'��`�r` '� ` �<<�i� 0� f,�� �0 TOTAL 50#/5F
<br /> � Y � �, ,.., �
<br /> � ��' �"�:��' .�1��'r`'e i � i�3/,�ll?�' �-�;,� ;; ;. m DEGK LOADS: LL 60#/SF
<br /> � ���� �onta -R m TOTAL '70%SF
<br /> — — — — — — — — — — — — — — — — — — — — — — '4�51 2�`�����'31,���, �- ��-= = — — — — — — A`LLOWABLE RIDG�_q5.6� =
<br /> - - �`� 50I L : I 500 PSF
<br /> RIDGE: q4.33' GONGRETE: 2500 P51 AFTER 28 DAYS
<br /> � (5%s SAGIG MIX)
<br /> � �t� E(1UIr'MEtvT C1it A�NUIi�(�NANI. -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> � Y NOT BE LOCATED IN 7HE FRONT ►^lALLS, PORGHES, 5TEP5, AND OR
<br /> �SIDE S€TBACKS. PROPANE TANK.: GARAGE SLABS- AIR ENTRAINMENT _ `
<br /> ry i�l1lRE ADQITIONAL PERMITS fSS!.'' IS BETWEEN 5-�� (TABLE 402.2 IRG) ` ,
<br /> v
<br /> T" T�� ��:/G�N?'T Fi�� f1GPAR?A;�F�, �
<br /> �R r MASONRY : PER 2015 IBG
<br /> UPPER LOOR PLRTE STEEL : PER 2015 IBG (GRaDE 40) �
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<br /> -- --- _ ----- PER OI G
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<br /> , � � _� �,�, NAI�ING : PER 2015 IRG NAILING PER TABLE �
<br /> �—� , _�:,�*��
<br /> R602.3(I), R802.10
<br /> �����`' � WIND: 85 MPH
<br /> SEISMIG: ZONE + D ( n
<br /> V = see design calculations(Wdl) V /
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<br /> � i WEATHERiNG POTENTIAL: MODERATE
<br /> � �.�iei�ti:�,�''v.^da,��:��; - -
<br /> � , .��ER GROUND) R.= ��=�r ___�� � O FROST LINE: 12�� � /
<br /> � . �".� �1�� 2�0p5Q �J~c-" it1 E.F.P.. 45 PSF � V
<br /> �✓ _ , V �1
<br /> Y � N 4" BEAM: DOUGLRS FIR #2 #-�—
<br /> O `, ,_ -
<br /> -' f v = 180
<br /> PP R FL R F -
<br /> U 00 SUB LO R _
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<br /> f q P I
<br /> b 00 S
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<br /> . -- -- _ _ _ _- - --- _ _ -- - ------------ - - --- _._ ._ - ------ -- __ __-- _ _ _----- --- - --- _--- = , ,
<br /> _ ____ _____________ _____ b" BEAM: DDUGLAS FIR #� O �
<br /> fv = I"10
<br /> MAIN FLOOR PLATE `"�ltiQna� P,2rmItS Are Reql�,' Fb = 8'15 PSI
<br /> ' E = f,300,000 �
<br /> :��'Tf'liS Project To Incfud � 4" P05T: DOUGLAS FIR #�
<br /> F� II = 1350 P51 � �
<br /> �'a�mbing ❑ Sprink � � �S•��� � e = i,600,000
<br /> o = �
<br /> ' ���n��,�F � ,-..,_ , � ' 6" POST: DOUGLAS FIR #� o
<br /> F� i I = '100 P51 � F-
<br /> 6' � I E = 1,300,000 w �
<br /> � JOISTS � RAFTERS HEM FIR #2
<br /> 8 STUDS: fv = 150
<br /> �G�.r�� �
<br /> j I � f b = 850 P51 z
<br /> � ' ' E = 1,340,000 �
<br /> � i i � � i � j � � � � ! � I � I _ �
<br /> MAIN FL OR SUBFL R q ' ' � � � � � � GLU LAM BEAMS: � � �
<br /> 00 6 .O SUBFLOO bq.0 � �--
<br /> _ --_ _ _ -- ---- _ _ _------- ---- - -- --- - --- - - - - - ------- _------ _ _------- _ - -._ __ _-- -
<br /> --- fv = �40 psI Z
<br /> fb = �400 psi (�educed by size �
<br /> ,_ _ _ _ _ _ _ _ _ _ �actor, GF KI)
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<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — —
<br /> AVERAGE BASE ELEVATION: 6"1.6" E = I,800,000 psi DESIGNED/DRAWN BY:
<br /> NOTE: �f -i
<br /> r,.(�np�n,if, �nln p�A��JAC'7E JM �t�2�� 1
<br /> � IF` BUILDINCp IS I�TOT POSITIONEII� AS VARIATIONS FROM THE ABOVE
<br /> �, Provisions shall b� m�u: �_- i;�� conf�cf and drainag� a�sur�ace y���G�.�,�� �� APFROVEI) SITE PLAN, LUMBER GRADES WILL BE LAT RAL BY: DA E:
<br /> NOTED ON THE PLANS.
<br /> water around bu�iluings by: g_att�rs, d;�air iir,�s, i��:l�t, ��d c�tt:h A ��� �ITE PLAN SHALL BE SLJEi�1IT- �
<br /> basins or other necessary drai�age structures and r���ll b� installec TLD� T;p FU�TsiER II�1S�'ECTiflNS `�JILL �` REVISED BY:
<br /> TC �1�7(�tTf�_.. STf. �� �� � T� ��� I I O � I. SUBFLOOR:
<br /> � I � �� � � ���� I � � where storm water di� osai cannot b� cbtained t^;ithout their use or �� UN T�-Il.� r�.v��:L� `JNTIL Tr�L
<br /> � �E �,q;�� , T8G PLYWOOD OR OSB APA RATED
<br /> SGALE: I/4" = I'-O" where erosion cannot be prevent�d by finish grading �nd planting� REVISED SITE�LAN �-IAS �EEN APPRi)V- �ALE: I/4" = I'-O" �R�� SUMMA��Y STURD-I-FLOOR I6" O.G., 3/4"
<br /> Dry wells shall net be ir,stali�d in areas vvh�re the sa�l is not well ED BY THE BUILDING�f'LTBLIC WORKS
<br /> DEFTS. APALRA EDOS EA NG4� 24/16 �/I6"
<br /> drained ardjor porous.
<br /> MA1N FLOOR: 1061 S.F.
<br /> • 2. Grading shall be provided to insure: It is owners responsibility to Establ[sh �n� s�a(t@ �I1 NOTE TO ALL SUBGONTRAGTORS: SEGOND FLOOR: 1444 S.F. I
<br /> prapertY ►ines. I F ANY PAGE(5) I N TH I 5 SE T OF
<br /> (a) Diversion of water away frorrt t!�ilciinss. TOTAL FINISHED AREA: 2505 S.F.
<br /> (b) Prevention of standing water and soii saturation d�:������:;ra�r�� 5EE 5-"X" SHEETS FOR STRUGTURRL PLANS HAS GONFLIGTING OR GARAGE: 43q S.F.
<br /> to structures and lot use. ?�ND EN�INEERING GONFUSING INFORMATION - GONT�GT GO�/ERED AREA: 22 S.F. �
<br /> (c) That natural drai��age channefs or �iasins ae� n�t ci�f�ke� �•r JOE MOLIN� IMMEDIATELY
<br /> DEGK AREAS: 60 S.F.
<br /> fill�d.
<br /> {d) Provisions for the disposal af water from � fat4
<br /> le) Protection of adj:ini^g p�cparty�
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