|
NOTE:
<br /> 20'-0" NOTE: DEFERRED SUBMITTAL ITEMS: PROVIDE SOLID BEARING �
<br /> 8'-0�� 4�-0�� 8'-0�� 1. ROOF TRUSS AND LATERAL ENGINEERING BOTH ENDS OF ALL BEARING
<br /> GENERAL SPECIFICATIONS 2. MECHANICAL DRAWINGS IF APPLICABLE
<br /> BEAMS 8c GIRDER TRUSSES
<br /> PORTAL FRAME PANEL (PFH) cENERA� NOTEs: TO THE FOUNDATION.
<br /> CODE: '_ 'CONSTRUCTION TO COMPLY WITH THE BWP 4040 OPT BWP `
<br /> �� SEE DETAIL ON PAGE 4b, STHD14 14RJ WITH *015 INTERNATIONAL RESIDENTIAL CODE. ------ ------ - --- --------�
<br /> 2015 INTERNATIONAL RE510ENTIAL CODE (I.R.C.) & THE WA. ST. ENERGY /
<br /> CODE 2015 EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES i� CONTINUOUS 3"x12" MIN HDR, (1) 5/8" A.B. wA STATE IENERGYCCODEY2015HEDITION. �
<br /> DUCT SEAL TESTING AND BUILDING AIR � I
<br /> BUILDING: �/is" OSB W/8d COMMON OR GALV BOX LEAKAGE TESTING WSEC 402.4.1.2 � I .
<br /> 3° O.C. EACH WAY TO FRAMING MEMBERS *AN ALTERNATE FLOOR JOIST SYSTEM IS c� �
<br /> OCCUPANCY - GROUP: (R), TYPE: V N ACCEPTABIE, PLEASE PROVIDE A NEW I' '
<br /> LAYOUT TO THE JURISDICTION FOR APPROVAL. � I
<br /> SEISMIC -D- PER 1613 Ss=1.25 FIG. 1613.3.1(1) ALTERNATE BRACED WALL PANEL (ABWP) GLAZING CLASSIFICATION _ �
<br /> S�= 0.40 /FIG. 1613.3.3(1) � PER R602.10.6 32" MIN. 10' MAX HGT *SAFETY GLASS TO COMPLY W/IRC R308 N �
<br /> I •SK111GHT5 TO COMPLY W/IRC R308.6 I
<br /> WIND (EXPOSURE B) BASIC SPEED - 85 MPH PER FIG. 1609.3 �m 1) 1 STORY: 2 ANCHOR BOLTS PER FIG R403.1 � ,.� �
<br /> PRESSURE PER TABLE 1609.6.2 �Q EA PANEL � 1/4 POINTS W/TIE DOWNS EA END NOTES, 3� I
<br /> REQUIREMENTS: , STUD W/MIN UPLIFT CAP 1800# INSTALLED PER * PLANS TAKE PRECEDENCE TO DETAIL SHEETS/NOTES ,� _ �
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, & BUILDING DIMENSIONS, MFG'S SPECS (STHD8 OR STHD8RJ) * 2x6 EXT STUD WALLS � 16^ o.c. -'� I
<br /> * R-21 IN WALL INSUL BATTS W/VAPOR BARRIER
<br /> PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS 3/8" PLY MIN. NAILED W/8d COMMON OR GALV * 2x4 EXT STUD WALLS � 76" O.C. � GARAGE I �
<br /> AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE BOX 6" O.C. � EDGES 12" O.C. IN FIELD. # 2x4 WT STUD WALLS � 16" o.c. u.N.o. � �
<br /> BEAMS AND HEADERS TO BE 6x8 #2 DF OR
<br /> DESIGNER FOR RESO�UTION PRIOR TO PROCEEEDING WITH THE WORK. axe #2 �F FURRE�-ouT FOR oNE sTORY coNST u.N.o. �t�<< (�� jr I �
<br /> � Z 1ST STORY TWO-STORY BUILDINGS - SAME * BEAMS AND HEADERS TO BE 6x10 #2 DF OR I � `
<br /> WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. �N � 4x10 #2 DF FURRED-OUT FOR MAIN FLOOR OF � _
<br /> � AS #t ABOVE, W/PLYWOOD ON BOTH FACES TWO-STORY CONSTRUCTION U.N.0. y��,��� /✓{�., 1;., � I� o
<br /> CONVENTIONAL LOADING: PER TABLE 301.5 VERIFY W/JURISDICTION Ip� e� * REFER TO ELEVATIONS FOR PLATE HEIGHTS �
<br /> LOADING LIVE DEAD TOTAL �Q ALT. SHEATHING: 7%16 OSB t-SIDE 8d � * FIREBLOCK ALL PLUMBING PENETRATIONS � I� .
<br /> 3�� O.C. EDGES, �2�� O.C. FIELD BLOCKED. * PROVIDE SOLID BLOCKING OVER BEAMS & BEARING I �m �
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF � (3) ANCHOR BOLTS � 1/5 POINTS AND � WALLS /R502.7 � � `�
<br /> ATTICS W/STORAGE 20 PSF 10 PSF 30 PSF ALL HANGERS TO BE SIMPSON OR EQUAL
<br /> STND14 OR STHDI4RJ HOLDOWNS * �DENOTES DBL STUD LAMINATED TOGETHER - I �
<br /> HABITABLE ATTICS & W/STAIRS 30 PSF 10 PSF 40 PSF W/16d 2 EA END THEN �z" O.C. STAGGERED � �� I
<br /> (CARRIES POINT LOAD FROM ABOVE) I �
<br /> DECKS PER 502.2.1 40 PSF 10 PSF 50 PLF � INTERIOR BRACED WALL PANEL (IBWP) * EXHAUST VENTS TO HAVE A MAX. RUN OF 14'-0" � ml �
<br /> BALCONIES (EXTERIOR)&DECKS 60 PSF 10 PSF 70 PSF � GYPSUM BOARD WITH MINIMUM 1/Z" THICKNESS W/NO MORE THAN TWO (2) 90's � I
<br /> FIRE ESCAPES 40 PSF �� PLACED ON STUDS A MAX OF 24" O.C. AND I �
<br /> GAURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION �m FASTENED AT 7" O.C. WITH THE SIZE NAILS SPEC'D I �
<br /> GAURDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ. FT. i IN TABLE R602.3(1) FOR SHEATH'G & r702.3.5 I � �
<br /> PASS. VEHICLE GARAGE 50 PSF IF ELEVATED 2,000 LB, 20 SQ IN FOR WTERIOR GYPSUM BOARD. � � 12
<br /> ROOMS (NON-SLEEPING) 40 PSF 10 PSF 50 PSF LENGTH OF THE IBWP SHALL BE 8' MW FOR SINGLE - I � ,
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF SIDED AND 4' WHERE DOUBLE SIDED. C�RADIN� AN-D DRAINACE-; I � TYP. 4
<br /> STAIRS 40 PSF 10 PSF 50 PSF I - - I
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. � BRACED WALL PANEL (BWP) � I q'
<br /> P R IR R 2, Provisians shaJl tie made for tlie control and drainage of surface 16'x7' O.H. GARAGE DR I � ��'�"1 �"
<br /> E C 602.10.3 I 4x12 #2 DF
<br /> LUMBER STRENGTH: PER 2015 IRC & 2013 N.D.S. STANDARDS Im 48" MIN. SHEATHING WIDTH, VERT. JOINTS water around buildings by: gutters, drain Gnes, mlets and catch i___ _ _ _ _ _ -_I
<br /> OVER STUDS BLOCK HORIZ. JOINTS r ther necessar drainage structures and shali be installed PFH �����4? '
<br /> HEM FIR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. I � basins o o Y PFH
<br /> ' - ���1�
<br /> JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY I NAILED W/8d COMMON OR GALV BOX NAILS where storm water disposal cannot be obtained without their use or STHD14 ��
<br /> 2x HF 2 850 75 1.3 I @ 6" O.C. EDGES, 12' O.C. IN FIELD g (4) PLACES ��/
<br /> 2x DF �2 875 95 1.6 �� � � where erosian cannot be prevented by fln+sh gradin and planting. 1'-10�/2 16'-3 1'-10�/2
<br /> NAIL SOLE PLATE W 3 16d � 16' O.C.
<br /> BEAMS & HEADERS R602.10.1.1 SPACING OF BRACED WALL LINES SHALL Dry wells shalt not be installed in areas where t�e soil is not we�ll i�
<br /> 4x DF #2 875 95 1.6 drained and�ar porous.
<br /> 4x DF #1 1000 95 1.7 NOT EXCEED 35 FEET ON CENTER IN BOTH TNE LONGITUDINAL � �" /� T�T T
<br /> 6x DF #2 875 85 1.3 AND TRANSVERSE DIRECTIONS IN EACH STORY. 1V1ri11V �JJO O� PLAN SCALE: 1 /4"-� �-���
<br /> 6x DF �1 1350 85 1.6 EXCEPTION: SPACING OF BRACED WALL LINES NOT EXCEEDING 2E Grading sl�all be provided to insure:
<br /> GLU-LAM 71MBERS 50 FEET SHALL BE PERMITTED WHERE:
<br /> DF/LARCH 16F-V3 DF/DF) 1600 165 1.5 1. THE WALL BRACING INSTALLED EQUALS OR EXCEEDS THE (a) Diversion of water away from buiklings. � 400 SQ. FT. MAIN VINYL SASH �
<br /> DF/LARCH �24F-V4 DF/DF) 2400 165 1.8 AMOUNT OF BRACING REQUIRED BY TABLE R602.10.1 Prevention of standin water and soil saturation,detrimental HOLDOWNS, FRAMING
<br /> CANTILEVER D GLU-LAM TI�IBERS 24F-V8 D/F D/F MULTIPLIED BY A FACTOR EQUAL TO THE BRACED WALL. �b� g ANCHORS AND SHEARWALLS TYPICAL
<br /> GLU-LAM BMS TO BE KILN DRIES D.F. DISPLAY AITC STAMP. to structures and �ot use. MUST BE INSPECTED BEFORE COVERING
<br /> ALL STRUCTURAL MEMBERS TO BE 2 HEM FIR OR BETTER AS LINE SPACING DIVIDED BY 35 FEET AND {c) l f�t natural �ainage channels or tiasins al� not bbcked or "
<br /> NOTED ON PLANS # / 2. THE LENGTH-TO-WIDTH RATIO FOR THE FLOOR OR ROOF � �,
<br /> DIAPHRAGM DOES NOT EXCEED 3:1. filled. 1'-4"
<br /> PLYWOOD INDEX: CD ROOF AND SUBFLOOR SHEATHING PER �d) �r��.�=i��s for the d�s�osat af water from a:to��
<br /> TABLE R503.2.1.1(1). WALL SHEATHING PER TABLES R602.3(3) A B W/B WP/I B WP /P F N 0 TE S
<br /> SHEATHING FASTENERS PER TABLES R602.3(1) & (2). �w�i P;�'t �'�:.�� �-� �di �"�_ � p ;P'rtY• '
<br /> GABLE � w
<br /> WALL BRACING & BRACED WALL LINES PER R602.10 BRACED WALL WHERE APPLICABLE jF BUILll1NG IS NUT r�a��l�,l.,�,u ,,,
<br /> LOCATION, TYPE, & AMT PER FIG R602.10.1.1/TABLE R602.10.1.3 INDICATED ON APPROVED S1TE PLAN,
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). A NEW SITE PLAN SHALL BE SUBMIT. COMPOSITION ROOFING
<br /> TED, NO FURTHER INSPECTIONS WILL
<br /> ALL WOOD IN CONTACT W/ CONC, TO BE PRESS. TRT'D. BE MADE ON THIS PROJECT UNTiL TH�
<br /> WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D PRE-ENG ROOf TRUSSES � 24" O.C. REVISED SITE PLAN HqS BEEN APPROV.
<br /> OR NATURALLY DURABLE PER 317.1. ROOFING PER PLAN ED BY THE BUILDING�PUBLIC WORKS
<br /> ALL FASTENERS (LESS THAN 1/2" DIA) INSTALLED IN DEPT'S. METAL GUTTERS '
<br /> PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3.1 12 H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> VERIFY ALL NAILING, BOLTING, AND OTHER CONNECTIONS TO �SEE H-t � EVERY OTHER TRUSS/RAFTER TO TOP PLATES �t i� d�n�"rs res�onsitiility. ito B�ta#�fsh �t�l a�ke gll � �
<br /> COMPLY WITH ENGINEERS SHEARWALL SCHEDULE, IF APPLICABLE. PLAN n �� ;�, �,ines. MFG TRUSSES C� 24" O.C.
<br /> 2x SCRND. VENT BLKG.
<br /> ROOFING OPTIONS: (VERIFY WITH JURISDICTION POSITION TO TRANS. ROOF FORCES TO
<br /> ) TOP PL.. RIP FROM 2�C6 TO FIT VERT.
<br /> EDGE NAIL ROOF SHTH G 8d GALV.
<br /> O SHAKE/SHINGLE ROOF: INTERWEAVE W/ 18" WIDE STRIPS TRUSS & ROOF NOTES
<br /> OF 30# FELT. FASTEN W/ (2) GALV. FASTENERS PER EA. PIECE � 6" O.C. TYP. •SHALL CARRY MFG'S OR ENGINEERS STAMP.
<br /> 1x6 STD OR BTR SKIP SHEATHING � 10�� O.C. *SHALL BE INSTALLED & BRACED PER w •
<br /> WITH SOLID SHEATHING � OVERHANGS MFc'S SPECIFICATIONS. C�
<br /> �2� 8d EA PIECE, EA RAFTER/TRUSS *SHALL NOT BE FIELD ALTERED WITHOUT 0 Roof trusses to be designed
<br /> O COMPOSITION ROOF: ON NONPERFORATED 15 FELT PRIOR BLD'G DEPT & ENG APPROVAL. � and drawin f@ St@d b
<br /> 26 GA. CONT. S p p y
<br /> # �ALUM. GUTTER "`�DENOTES STICK 0/TRUSSES W/MIN a State licensed structural
<br /> FASTENED W 4 GALV. FASTENERS PER EA. PIECE oF 2xs #2 H�F � 24" o.c. u.N.o.
<br /> 1/2" CDX PLYWOOD SHEATHING OR EQUIV TYPICAL FASCIA *ATTIC VENTING/R806.2 I.E. 50% engineer.
<br /> WITH 1�2" CCX PLY SHEATHING � OVERHANGS OF VENTED SPACE IS � EAVE & 50% �
<br /> NAILED W 8d � 6" O.C. EDGES, 12" FIELD PER PLAN ,,,------ is aT �EasT a'-o" ABOVE EAVE. VENTING A �enchmark iS P.;:�uired 4� �''
<br /> � 6x8 OR 4x8 #2 D.F. HDR. easE� i/aoo.
<br /> � METAL ROOFING: INTSTALL PER MFGS SPECIFICATIONS UNLESS NOTED *VENTS USED ARE TYPICAL BIRD BLOCKS � 1e '4��rif ' a
<br /> INSTALL WI H FASTENERS PER MFG SPECIFICATIONS EavE (E,ocH BAY) GABLE END, �2"Xizp y -°�����`�'�'w ��I�t�l.�.� � �.j��,� �.���r� �'_� .
<br /> 1/2" CDX PLYWOOD SHEATHING OR EQUIV 2x4 #2 H.F. SIDING PER ELEV. �ACKs, OR CONTINUOUS RIDGE.
<br /> STUDS @ 16� O.C. *ALI. VENTING BASED ON NET C�EARANCE � W O
<br /> WITH 1 2" CCX PLY SHEATHING � OVERHANGS � � 0/ 15� FELT. 3�.�9 C(�j��' _ �
<br /> / � z �2RHEM%FIRMORRBETT�ER E oF �5%. � � o� r N
<br /> NAILED W 8d Cs� 6" O.C. EDGES, 12" FIELD o
<br /> SNOW LOAD = 25#s, 15#'s DL � Q a cn� Q
<br /> ¢ � � � J
<br /> F- -
<br /> ' 3/8" MIN CDX PLYWOOD SHTG ` � o�'W- °-N°N�vi
<br /> � � NAIL 6 EDGES, 12" FIELD TOP PLATE � p� a � o z a w
<br /> . '35�•l� z a o
<br /> �
<br /> °° v_'o � � �`'Ni--�
<br /> � ,},,� �z �-
<br /> � W Y� ����5�� �'�V �C.;(� : ._ , �� 'N O�� Fw- C9 O � -
<br /> GABLE ,.�`,� zWz} ? �cn��
<br /> 2x4 PRESS. TRT'D SILL PLATE U_ 1L��� ��',�' � �„ r a c� �- �w z z�
<br /> SEE REBAR REQUIREMENTS YY``O�� '�v� v N � o HORIZONTAL LAP SIDING a �N =� ���Q w
<br /> 4" CONC. SLAB ON SAND � � .--,;�k y"';�t� k- . � � ��„ 0/15# FELT 0/3/8" MIN � v o Q m m�a p
<br /> F I L L, T A M P ,4 S R E Q - � /�� �j S\��., r - SHEAT G 0/FRAME WALL z Y
<br /> a _ � 0 F P L A N ' � W
<br /> cD a0 �i�i .'�,rl-��� rr � r� pp d J O Q J 0�
<br /> , ; a � GRA D E: S L O P E A W A Y � � S C A L E: 1 /4 =1 -0 j � Q N w N z Q v�
<br /> o�o ° �, �o � °o = � � z FROM FOUNDATION � "' � � � W v Q � �? -
<br /> =�i1;,111=111=111 � :-- � ROOF TRUSS PACKAGE � W o c� Q ,,,� �
<br /> � � 1/4" PER FOOT �" � z z�� Q z
<br /> =�11=111-,� , - w = � �, �zz �>
<br /> ��=1I � ROOF DRAIN-4" TIGHTLINE � Q w N 3 0 0
<br /> SEP FROM FTG DRAIN � �� o N o U �c�
<br /> 12" �'��"� B� �IN FLOOR
<br /> 4" DIA PERF PIPE IN WASHED
<br /> GRAVEL. CONNECT TO C,L.E�/ff�t7�l 3'�.�
<br /> G A R A G E WA L L S E C TI 0 N APPROVED DISCHARGE - - - - - - - - - - - - - - .- .
<br /> . , ,. ,`,� , . . ,. • . � �.
<br /> _ .. .. ,.. .. .� �. .... ....,. .. '�' :: . � ' ...� + a..,
<br /> WHERE APPLICABLE / " ' " � � ���c`'�j�,t�'� �' _;
<br /> SCALE: 3 8 = 1 - 0 N '' � � �•� I GRADING AND DRAINAGE � �
<br /> 1. PROVISIONS SHALL BE MADE FOR THE �^ ��� `� q � �
<br /> EXTENT OF HEADER J i+ i ( �+�NCft�T�-��+1��SIE�7 EL���'�t�p� I �� I CONTROL AND DRAINAGE OF SURFACE WATER
<br /> DPF-DOUBLE PORTAL FRAME TWO BRACED WALL PANELS J i i �� � ��3� �.,> �
<br /> � ) (n AROUND BUILDINGS BY: GUTTERS, DRAIN LINES, �
<br /> EXTENT OF HEADER FOUNDATION NOTES: N W � O I i i I iUFER GR(3UNDj REQUIR��` ' WLETS AND CATCH BASINS OR OTHER NECESSARY t C�
<br /> SPF-SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) FASTEN KING STUD TO HEADER ,. I � � O � � �ER NEC 250.SO I '. I DRAINAGE STRUCTURES AND SHALL BE INSTALLED a�'���F�;`-, '
<br /> CONCRETE TO 5 SACK fc=2,500 PSI � 28 DAYS � W � � � W H E R E S T O R M W A T E R D I S P O S A L C A N N O T B E '~ ' ?"
<br /> W/(6) 15d SINKERS *REINFORCING STEEL TO BE ASTM A-615 GRADE � W � i i ��NSPECT�� AT FA�?TI�1G�� � OTAWED WITHOUT THEIR USE OR WHERE EROSION '
<br /> 40 OR BETTER. � (n U l i i I • I .,
<br /> *FOOTINGS TO REST ON 2,000 PSF UNDISTURBED CANNOT BE PREVENTED BY FINISH GRADING AND -p�
<br /> PONY WALL SOILPLANTING. DRY WELLS SHALL NOT BE INSTALLED ���
<br /> HEIGHT *MIN. CONCRETE COVERAGE OF STEEL TO BE: I • I I �. I IN AREAS WHERE THE SOIL IS NOT WELL DRAWED ���
<br /> 3'� CLEAR � BOTTOM OF FOOTINGS. AND/OR POROUS. d. ��
<br /> . HEADER PER PLAN (SiEEL PROHIBITED) � 1 1/2" CLEAR � OUTSIDE OF WALLS. ' 2. GRADING SHALL BE PROVIDED TO ENSURE: � � `-
<br /> • • [�11N 3"x 11.25" NET] � • 3/4'� CLEAR � INSIDE OF WALLS. I �. I I �,: I (A) DIVERSION OF WATER AWAY FROM BUILDINGS. r 1 � x' �Q �
<br /> *PROVIDE 1/2"x10" ANCHOR BOLTS � 48" O.C. ` -� � (B) PREVENTION OF STANDING WATER AND SOIL SATURATION \-� rn w c���
<br /> 2'-18' FINISHED OPENING FOR SINGLE OR DO BLE PORTAL ~- (WITH 2"x2'�xYa" SQUARE PLATE WASHERS) > Q Z DETRIMENTAL TO STRUCTURES AND LOT USE. Q W
<br /> � - I �•.� I 4' CONCRETE SLAB I .� I --� �+%d-
<br /> = FASTEN TOP PLAIE TO HEADER W/MIN HOLD BOLTS >12" AND <3.5" FROM ENDS/SPLICES. � � � (C) THAT NATURAL DRAINAGE CHANNELS OR BASINS ARE � Q+'
<br /> � TIPICAL PORTAL � FILL AND TAMP O � °'
<br /> (2) R O W S 1 6 d S I N K E R S �3" O.C. T Y P. FRAME CONSTRUCTION *AL L LU M B E R I N C O N T A CT W/C O N C R ET E T O B E I SLOPE TO DOORS CU � N O T B L O C K E D O R F I L L E D. � � U �� I
<br /> W PRESSURE TREATED. � I �� I :'� I Z � (D) PROVISIONS FOR THE DISPOSAL OF WATER FROM A LOT. � p O�
<br /> LSTA24 STRAP OPPOSITE SHEATHING *PROVIDE SOLID BLOCKING OVER SUPPORTS.
<br /> � fOR A PANEL SPLICE * N � ' O s (E) PROTECTION OF ADJOINING PROPERTY. W � � C O
<br /> . .. .. ..
<br /> SHEATHING FILLER IF NEEDED INSTALL FLOOR DIAPHRAM & REMOVE ALL FORMS U N � N �
<br /> a o � � IF NEEDED, PANEL w ��"�
<br /> � � . .. I � .. .. & WOOD PRIOR TO BACKFILLING. I �- I '� I . ic >
<br /> J � ° ' FASTEN SHEATHING TO HEADER WITH 8d EDGES SHALL BE °' ' *ALL SHEARWALL FRAMING ANCHORS & HOLDOWNS � •; 'y• �' �p t .'�.t - , ;" , w `
<br /> , ;�.
<br /> a x COMMON OR GALVANIZED BOX IN 3' GRID BLOCKED, AND OCCUR TO BE INSPECTED PRIOR TO COVERING. X \ t,i.�, ���:�i�;`•�:� �'i�, -`-Nf-' ' �
<br /> =';_fi�.NPJ!?vv � CQivt;v��'�"v� z ':
<br /> o W PATTERN AS SNOWN AND 3"O.C. IN ALL WITHIN 24" OF MID- *ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO �. � � N OTE: � ' I ip � the work b{e�irrg perfiormed Ufl��'i' w � O Z
<br /> X j FRM'G [STUDS, BLOCKING, AND SILLS� T1P HEIGHT. ONE ROW OF A 4" TIGHTLWE THAT SHA�L RUN THE PERIMETER � �%EV�L�PtVfENT ��P�. p�rmit # f7Il7S���6Q) __,..,. � � r I �
<br /> .. , , .
<br /> . . . • � . .
<br /> TYP SHEAiHING-TO- OF THE FOUNDATION AND EMPTY IN AN APPROVED ,
<br /> g Q �11NW1DTHPERTABLE602.10.5 FRAMINGNAILINGIS MANNER. I ;� I SHEARWALL A.B. s AND HOLDDOWNS ( : ( ,a��,'� and does f?Ot recognize any � O � O O
<br /> � . . 16" ROOF ONLY OR 24" ROOF & FLOOR �� R E Q U I R E D. . .. F O O T I N G S L O C A T E D I N S I D E O F C R A W L S P A C E W I L L B E . U q� _ B X I S t I t l g S 1 f�t,f U�G '" '' � �
<br /> N . - M I N D O U B L E '� °' * M U S T B E I N S T A L L E D P E R
<br /> `� 2x4 POST ' IF 2x4 BLOCKING IS 8" BELOW GRADE. EXTERIOR FOOTING TO BE 18" I "' I I •• ''�� ._�.m ..Z_�_!�_I.,1_,. � ..- ; -� �� , Q � �
<br /> e" MIN THICKNESS WOOD STRUCTURAL USED, THE 2x4's MUST MIN. BELOW GRADE. U.N.O. S W S C H E D U LE. VE R I F Y LO C A TI 0 N S � �� r n Ij! r, '
<br /> HOLDOWNS, FRAMING N�
<br /> PANEL SHEATHING(�IIN 2x4 FRAMING) B E N A I L E D T O G E T H E R � ANCHORS AND SHEARWALLS � O
<br /> WIiH (3) 16d SINKERS I •. I I � I I� <D
<br /> M U S T B E I N S P E C T E D B E F O R E C O V E R I N G o
<br /> MIN (2) 35DOIb STRAP T1PE HOLD-DOWNS (EMBEDED) I �•. I I '' I Permit#: 81811-0O1 Q z �N
<br /> INTO CONCRETE AND NAILED INTO FRAMING ' SiteAddress: 2215 PINEHURSTAVE N
<br /> MIN 1000 LB
<br /> �/°0 ANCHOR BOLT THRU 3 2x4 MIN PLATES PE DOWN DEVICE � _ �
<br /> e ( ) Owner: TIMBOE ELSIE E REVOCABLE LIVIN6 TRUST X � � � w
<br /> AND EMBEDDED 7" MIN IN FOUNDATION W/ I �. � _ _ _ _ _ _ _ _ _ _ _ _ _ � .�,• I Q �
<br /> MIN 3"X 3"X ;" PLATE WASHER R403.1.6 •... : CONTINUOUS FTG/ THICKEN SLAB � EDGE Tenant: [7enNamej Q f--- r o m �
<br /> -. � .
<br /> ,�2�� M�N ANCHOR BOLT INFORMATION -�- -____________ ' ' � app. ��t�: iuuzoia c�l Q
<br /> FOUNDATION PER PLAN � � �
<br /> TYP ' *** CHECK SHEARWALL NOTES FOR CHANGES *** STHD14 Praposed Use: SFR DETACHED �
<br /> - ------------------------- ----- - ------------------- * PER I.R.C. R403.1.6 1'-10�/2 16'-3" 1'-10Y �4) PLACES Descnption: CONSTRUCTNEWDETACHEDGARAGEAND � Q
<br /> *1/2" DIA A.B. PER DETAIL PAGE. NEWDRIVEWAY - �
<br /> MIN. FOOTING SIZE UNDER SLAB IS 12�x12" A TURNED DOWN SLA�E PERMITTED AT DOOR OPENINGS * EMBED MIN 7". NOT MORE THAN 6� APART, 2O�-O�� � � �
<br /> MIN FOUNDATIN REBAR (2)�4 AT TOP AND BOTTOM Of FOOTINGS, LAP BARS 15" MIN. 4' FOR 2-STORY, *SEE ENGINEERING ReVieWed 8 � � �
<br /> � � Y= Date: Z
<br /> PFH - PORTAL FRAME WITH HOLD-DOWNS * c2� A.B. PER PIECE MIN. �, F�UNDATION PLAN . _ _ �OfficeSet �obs;tes�t F;r�,P,���;�g�t Q w �
<br /> ONE BOLT LOCATED NOT MORE THAN 12 OR LESS » > »
<br /> FIGURE R602.10.6.2 SCALE: 3/8"=1'-0" T H A N (7) B O L T D I A S F R O M E A C H E N D P I E C E S C A L E. � 4 -� O �
<br /> * 2"X2"x3/16" PLATE WASHERS EACH BOLT REMOVE ALL WOOD FORMS PRIOR TO BACKFILLING � ��
<br /> * 3"x3"x1/4" PLATE WASHER EACH BOLT � SHEARWALLS �
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