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Permit#: BW16Q9-01Q
<br /> Site Address: 34Q1 WEfMORE AVE
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<br /> Owner. MILOSAVLIEtJICALEXSANQER .
<br /> , Tenant_ [TenName]
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<br /> APP.Qate: 9f23/2016
<br /> Proposed Use: SFR ALTERATION
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<br /> Qescriptian: INSTALt,4 SKYLIGHTS,REPLACE 3
<br /> BASEMENT WINQOWS
<br /> Reviewed By: �%''` Qate: 11Z`� ��
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<br /> ,�Office Set �ob Site Set Fire/Planning S�t
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<br /> \ f Permit#: BW1609-011
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<br /> Site Address: 3401 WETM�RE AVE
<br /> Owner. MILOSAVLIEVIC ALEXSAN�ER
<br /> �,"1,Q1 W��M�RE A r E Tenant: [TenNamej
<br /> APp-�ate: 9/23/2016
<br /> nQ 1 PrapasedUse: SFRGARAGEALTEEtATION
<br /> . , �VERE�� �A �lV��1 Descnptian: ENCLOSE GARAGE,AOQ GARAGE HEADER
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<br /> &D�OR �
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<br /> , ,, � Revi ewed BY= �� Date: � ��//4'
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<br /> � ' I �Office Set lala Site Set Fre/Planning Set
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<br /> ABBREVIATIONS - �
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<br /> . . . . . . . . . � I
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<br /> ADD'L AODITIONA�. JST JOIS7 .�_- __._�._..__.__�..
<br /> DRA��N� �1 YDE/\ A�� ABOVE FINISH �LOOR JT J41NT � � 1 ,
<br /> AISC AMERICAN INSTIi'UTE OF � t
<br /> ���A� ��� t�� STEEL CONSTRUGTl�N MAT'L MATERIAL '��'
<br /> ALT AITERNATE MAX MAXIMl1M
<br /> NA�L EDGE FlEID SILL TO GONCRETE & AND MFR MANUfACTURER
<br /> 5HEATHfNG REVISIONS
<br /> MARK �2� SIZE NAfL NAII ANC`Oj BOLTS APPROX APPROXIMATE MfN MINIMUM
<br /> (3) SPACING 5PACING ASPH ASPHALT M)5C MISCELLANEOUS
<br /> S001 TITLE, DRAWING INDEX, GENERAL NOTES, SCHEDU�.ES, ANQ ABBREViATIONS, „ n �¢�„ n ASTM AMERICAN SOCIETY FOR
<br /> SW1 7/16 MIN OSB 8d 6 12 5/8 0 t� 48 OC TESTING MATERIAL NTS NQT TO SGALE �
<br /> S101 BASEMENT AND MAIN FLOOR PLANS � AT No. NUMBER � �
<br /> Si02 AfiTIC ANO ROOF PLANS NOM NOMINAL � ��'
<br /> S103 GARAGE PLAN AND SECTIONS BTWN BETWEEN I v
<br /> S201 EXTERIOR ELEVATIQhIS
<br /> BLDG 0/ OVER � -°
<br /> 5301 SECT►ONS AND DEfA1LS �
<br /> SHEAR WA4�L SCNEDU�E NOTES: Bu►���Nc oc ON CENTER '�
<br /> BLK'G OPP OPPOS(TE u �
<br /> 1. PANEL EDG�S BACKEp BY 2-INCH NOMINAL OR WIQER FRAMfNG. ' BLOCKING �
<br /> 2. INDICATES SHEATHING ON ONE SlDE OF WALL A5 SHOWN ON PLANS WITN HEAVY LINE SM BEAM P£RF PERFORATED ( "U
<br /> 3. 8d COMMON WIRE NAILS WITH DIAMETER = 0.131�� AND LENGTH = 2.5°, QOT BOTTOM OF' PL PLATE � �
<br /> 4. FIEIp NAfL SPACING fNDiCATED FOR STUDS SPACED AT 16" OC. USE 6" FIELD NAIl. SPACING FOR STUDS SPACED AT 24" oc B�� 80TTOM 0� CONCRETE PLWQ P�.�(WppQ
<br /> 5. 2-fNCH NOMINAL SILL PtATE WITH BEARING PLATE SIMPSQN BP5/8-3 BETWEEN SILL PLATE AND NUT. 7" MINIMUM 2 ANCHOR BOLTS BR� BEARING PT PRESERVATIVE TREATED
<br /> PVC PpLY VlNYL CHLORIDE
<br /> STRUCTURAL SAWN LUMBER PER SILL PlATE. M!N{MUM ANGHOR BOLT EMBEDMENT IN CONCRETE FOR CAST-!N ANCHORS OR USE SIMPSON TND62600H CONCRETE CIP CAST iN PLACE
<br /> SCREW, �. CENTERLINE R RAD{l!5
<br /> ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDi71�N. 6. USE AT WALL TOP AND BOTTQ�d PLATES. CLG CEILING REF REFERENCE
<br /> 7. USE RBC AT RaOF BOUNDARY BLOCKING. USE A35 AT GABLE END TRUSSES, CLR CLEAR REINF REINFORCEMENT
<br /> �TRUCTURAL f�l UED LAMINAT�D j�UMBER 8. USE SINGLE 3-fNCH NOMINAL THICK FRAM(NG MERABER AT ABUTTING PANELS. TWO STUDS SPIKED TOGEfHER WITH 16d NAILS AT 6" OC COL COLUMN REQ'D REQUfRED
<br /> IN 2 S7AGGERED ROWS MAY BE USEQ IN UEU OF 3x MEMBER. COMP COMP4SlTI0N RET RETA(NlNG
<br /> GLU-LAM BEAMS SHALL BE PRODUCED W ACCORDANCE WITH ANSI/AITC A190.1 OF DOUGLAS FIR-LARCH WfTH MINIMUM CONC C4NCRETE RO ROUGH OPENING
<br /> STRfSS CLASS 24F-V4, CONN CONNECTION r
<br /> CONST CONSTRUCTION SCHED SCHEDULE
<br /> -- CONT SEC SECTION
<br /> WOaD FRAMING CON7INUOUS SHT SHEET
<br /> _ 5HT'G SHEATHING ��R G, �f
<br /> 1. ALL EXTERIOR FRAMED WALLS SHA�L BE 2x6 AND INTERIOR FRAMED WALLS SHALL �E 2x4 UNLESS NOT�D OTHERWISE. NULD"DO1NN SCNEC�IJL-E (1) DBL DOUBLE SIM SIMIiAR pF W
<br /> 2x LUMBER SHALL BE HEM FIR #2 OR BETTER EXCEPT WALL S7UDS MAY BE HEM FIR STUD GRADE AND SILL PLATES DEMO DEMOUSH SOG SLAB ON GROUND ��.�' a :. c�,�
<br /> HEM FiR #3 WHERE NOT SPECIFIED ON THE PLANS. ANCHOR BOLT MINIMUM OIA OR � DIAMETER SPA SPACE SPAC(NG � � C" �
<br /> MARK HOLD-DOWN IN CONCRETE POST S1ZE �ASTENERS TO POS7 DIM DIMENSION SQ SQUARE x
<br /> 2. WALL STUDS SHALL BE SPACED AT 16 iNCHES ON CEN7ER, UNLESS NOTED (?THERWISE. �2} �N �4WN STD STANDARD
<br /> DRY qRYER STL 5TEEL
<br /> 3. WALL TOP PLATES SHALL HAVE STAGGERED SPLICES A MIN�MUM OF 4'-Q" APART. Ht 1TTi9 ITEN HD 5/8"0x6" (3) (2) 2x4 HF#2 6-SDSt/4"x2 1 j2" SCREWS �T� DETAIL STRUCT STRUCTURAL � qL�,� �4
<br /> DWG ORAWING SYM SYMMETRICAL 1pN� �t�
<br /> 4. WOOD IN CONTACT WITH THE WEATHER, SOIL OR CONCRETE SHALL BE PRESEf2VATiVE TREATED AND SPIKED TOGETNER IN
<br /> EA EACH TBcB TOP AND BOTTOM �/ G,� j f,,!�
<br /> THE SPUCED ZONE. EF EACH FACE TEMP TEMPORARY �r r
<br /> 5. WOQD MEMBER SHALL SE CQNNECTED PER MINIMUM FASTENING SCHEDULE, UNLESS NOTED OTHERWISE. MOLD-DOWN SCHEDULE NOTES: EL �R ELEV ELEVATlON THRU THROUGN
<br /> ELEC ELECTRIC/ELECTRICAI TO TOP OF
<br /> 1, ALL PRODUCTS �ISTED BY SIMPSQN STRQNG-TIE. INSTALL PER MANUFACTURER'S REQUIREMENTS. EXT EXTERIOR TOC TOP 4F CONCRETE � � �
<br /> 2. M{NiMUM TWO HF#2 STUDS SPIKED TOGEfHER W1TH 16d NAllS AT 6" OC IN 2 STAGGERED ROWS N1AY BE USEQ �Q EQUAL TOW TOP OF WALL �: � :. � �
<br /> W LIEU OF 3x6 POST. �WU�V EA�CH WAYT nP TYPfCAL � ` �,}' � (' M
<br /> 3. REfROFIT ANCNOR BOLT WiTH 6" MIN1MUM �MBEDMENT IN EXfSTlNG CONCRETE. p a p "'� p �
<br /> EXIST OR (E) EXiSTlNG UNQ l7NLESS N4TED OTHERW4SE r- �- r-
<br /> EXT EXTERiOR
<br /> VERT VERTiCAL
<br /> FF FINiSH FLOOR VTO VENT TO OUTSIDE
<br /> - F!N FINI5H �. � �
<br /> . FLR FLOOR W/ W(TH Z u� ,�
<br /> � FND FOUNDATION WASH WASHER Z � �
<br /> FRM FRAMING WDW WINDQW o¢c Q w Q � �
<br /> FND FOOTING WHF WHOLE HOUSE FAN � C� o o U o
<br /> � NOTE; MODIFICATIONS TO THIS DWELLING WERE � FIELD VERIFY WWR WELDEd WIRE REINFORCEMENT
<br /> DONE WITHOUT PERMITS OR INSPECTIONS. WORK GA GAUGE N �`
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<br /> GALV GAI.VANIZED � �
<br /> WAS DONE ON THE MAIN FLOOR, ATTIC AND IN THE GWB GYPSUM WALL BOARD �
<br /> BasEMENT. �ddi�i�r��I ���r�i�� �r� ����ir�� tj . F.=-
<br /> HDR HEADER F��'�T�lt� p1'�?J��$ ��� I�l��U��: '� �/'1 � .
<br /> TWO BATHROOMS WERE ADDED IN THE ATTIC. BOTH HORIZ HORIZONTAL � W
<br /> - � � �� �'' �� ARE TO BE REMOVED UNDER PERMIT #BW1609-010. N� HOt WATER TANK � �- � ""'� � � W
<br /> � ,� �It�m�ir� � �prir�klcr W w ^
<br /> 18C INTERNATfONAL BUILDING CODE � � � � � �� LL�
<br /> IN THE BASEMENT, PARTITIONS WERE INT INTERIOR � ���������� � ��r������ � w a N �
<br /> C O N S T R U C T E D, W I N D O W S W E R E IN S T A L L E D, A N D � �l e�$r i��l ��" � Q Y J �
<br /> THE BELOW GRADE WALLS WERE FURRED O U T A N U W � ?�, m � d
<br /> COVERED WITH GYPSUM WALL BOARD. THE � ' u. W [,
<br /> E MODIFIED WITH PROPAPJE 1'ANKS, H�AT PUMPS�P1� W 3 � � Z Z
<br /> PLUMBING APPEARS TO HAVE BE N
<br /> THE ADDITION OF HOOK-UPS FOR A WASHING OTHER EQUIPPr1�N7 O�i APPURTENAPJCE� � r.. W Q W Q ;
<br /> M�Y NO"f 8E LOCRT�G IN THE F�tON1' O � > � � �
<br /> M A C H I N E. A N D S I U E S E T B A C K S. �P O P A N�I A i V K S � �
<br /> Rr Q U I R E A U D I T i O N A L i����I T S I SS U E i� = Q � J
<br /> WALL HEATER(S) ADDED, LIGHTS AND SWITCHES BY 7H� EVERETl'FIFtE DEPARTMFNT
<br /> ADDED WITH NO INSPECTIONS. P R I O R�(0 i N ST A L L A T I O N. � F,""�,.. �
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<br /> ONE SIDE OF ALL WALLS IN THE BASEMENT AND THE W = '
<br /> CEILING SHA,LL BE EXPOSED FOR INSPECTION. � U
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<br /> ALL PLUMBING, MECHANICAL OR ELECTRICAL .lqB NAME 8. SHEET TITLE
<br /> � ��� �� WORK DONE WITHOUT PERMITS SHALL BE ADDRESS
<br /> REMOVED.
<br /> � s� IF IT I� YOUR INTENTION TO MAINTAIN WORK THAT
<br /> � WAS DONE WITHOUT PERMITS, A SEPARATE JOB NUMBER
<br /> z PLUMBING, MECHANICAL OR ELECTRICAL PERMIT
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<br /> T IS REQUIRED. t
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<br /> - SHEET NUMBER
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