Plans (29) BUP2020 -00241
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Safeway FRAMING & SHEATHING REQUIREMENTS ABBREVIATIONS: GENERAL NOTES: REFERENCE SYMBOLS / LEGEND DRAWING TERMS: DRAWING INDEX RECEIVED
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N Q a 1. NEW FRAMING SHALL BE OF THE SAME SIZE AS THOSE MEMBERS BEING REPLACED UNLESS Al- ALUMINUM t. READDAWINGSINCOJUNCTIONWITHPROJECT AEMBRAEINSTALIATIN: - - - DETAIL w C NOV2 3 2020
Sumnrerfield Apartments ,AD APPRDz ARROXIMATE EXISTING WINDOW OR SLIDING A DEMOLISH COMPLETELY REMOVE AND LEGALLY DISPOSER
SPEGFICALLV APPROVED. MWUM(SPECIFIGTION$). 7. SEAL MEATIER-RESISTIVE BN�IaERTERMN4nONS, -- M '� Q
MCHTECTURRL 2. DO NOT SCALE DRAWINGS.VERIFY DIMENSIONS O SITE. TRANSITIONS,AND LAPS TO CREATE AIR BANNER I I 1 - NUMBER O GLASS OR HINGED DOOR FOR OFF-SITE. � � _ __
(=9 3 2. FRAMING LUMBER SHALL BE HEM FIR NO.2FOR STUDS AND JOISTS,DOUG-FIR NO.2.FOR BEAMS DDG BUILDING 3. DRAWINGS HAVE BEEN PRODUCED FROMAVMPHLERECORD 2. CEANANDPREPARESURFACEPRIORTOINSTALLATINOF REMOVAL AND REINSTALL : SHE7FINAME 1 ' u¢ +-' CITYOF'i1GARD
f " AND POSTS.GRADES ARE TYPICAL UNLESS OTHERWISE NOTED.LUMBER TO BE GRADE MARKED DOCUMENTS AND LINKED FEW OBSERVATION.CONTRACTOR ALL MEMBRANES IN ACCORDANCE TO MANUFACTURERS 1 I OBS-000"- --- - SHEET B. NEW6IEM(:ATEFNLISEDONDRAWNGSTONpGTETNAT .re�pxmocctrtwN,nur
> __ BUILD NG DIVISION
a > PER VVCLIB SPECIFICATIONS. CMU. CONDREIE MASONRYIMT TO BRING DISCREPANCIES BETWEEN CEATA DOCUMENTS RI:caIEND+nONS OR As gIECIED ev CONSULTANT __ NUMBER EXISTING WINDOW OR ARIIEM IS PRONCEO AS NEW NpMC PSSUME ALL NOPo( um f6BNKQLL\1gtF�9frATp1 x
O q s 3. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD,EXPOSURE I SHEATHING CONFORMING CNQ CXNLRETE ACTUAL PROJECT CONDITIONS TO THE MEDIATE ATTENTION 3. PROVIDE SADDLE FLASHING AT NTERSECTIGS AT I 1 O SLIDING/HINGED DOOR TO REMAIN IN NOT NOTED AS EXISTING IS JEW UNLESS ADDRESSED BY
U wsvmme 'Od o, SW summerield o, CONT. caNlNUalS ALLOWANCES MUDIOR ALTERNAITES.
TO EITHER COMMERCIAL STANDARDS P51$3,APA PRP-106,OR VOLUNTARY PRODUCT STANDARD �Sm CONSTRUCTION OF THE CONSULTANT AND REQUEST WHEN BAL(RINYRt00F PARAPET AND WALL;BALGONYED(E TO F - - SHEET PLACE Lem gumkneaTAU x
m PSE-92.PROVIDE A MINIMUM OF 3B'EDGE DI STANCE ON ALL NAI LS ANDIV EXPANSION JOINT GAY COMP-m vnm DISCREPANCIES ARE DISCOVERED. WALL AND ALL SIMILAR TYPE TRANSITIONS THAT MAY OCCUR 1- 1 NUMBER NW NEW REPLACEMENT WINDOW x"� °fig x 011
Z 3 yiM DA DIAETER 4. EXECUTION OF TIE CONTRAG'BV THE CONTRACTOR E A WTHIN THE BUILDING ENVELOPE ASSEMBLIES. - O ( ) C PROTECT(RENT:AIERIA USEDODIAWINGS TO INDIGTE � x
p „ 4r,, ® NOTED OTHERWISE
WISEONTE PL MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS, EINM DIMENSION ( ) AN NEM REQUIRES PROTECTION FROM THE WOW ATA 4f its x
REPRESENTATION THAT CONTRACTOR HAS DETAIL REFERENCES
NOTED OTHERWISE ON THE PLANS. I Wc. DRAWING DETAIL
d e Summerfield Golf Course SITE, GENERALLY FAMILIAR WITH CIE LOCAL METAL FLASHING DETAIL TITLE NFSD NEW FRENCH-STYLE DOOR
0 a A 4. NAILING SHALL CONFORM TO TABLE 2304.10.1-FASTENING SCHEDULE OF THE OREGON D.s. oowNSPam D. REMOVE(REMf:ITERAL USED GNDRAWINGS TOINpGTEA
�� CONDITIONS CIDER WHICH THE WORK IS TO BE PERFORMED 1. FOM JOINS ARE TO BE 510CX(RSTMDING SEMIS NUMBER
N tes E4: da5�i STRUCTURALSPEGALTV CODE UNLESS NOTED OTHERWISE.USE COMMON NAILS THRWGHOUT �TIDN AND CORRELATED PERSONAL OBSERVATIONS WITH UNLESS OTHERWISE APPROVED:FOM INTERNAL SPECIFIC ITEM TO BE DETACHED FROM EXISTING
Iity� a I' I�AREA OF WORK UNLESS NOTED OTHERWISE. FLEt. ELECTRICAL REOUMEMENTS OF THE CONTRACT DOCUMENTS EXrERNW.CORERS N HETI FLASHINGS WITH JOINT 114' CONSTRUCTION LEGALLY DISPOSED OF OFF-SITE
5. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR Elf ExrERNRNB1AATpNMFNNIsrsraM 5. GWRACTORAWWMARECNPLABRfARY,ANDVMTS ASSEMBLY SHOWN IN CRAWMDS. TITLE REFERENCE NSGD NEW SLIDING GLASS DOOR LOLESS IMBATEDOIHERAISE TO BE REMOVED,SALVAGED,
w A C ? APPROVED IN WRITING Ea I'0 REQUIRED BY ANY ONE SHALL BE BINDING AS F REQUIRED BY 2. TERMINATE METAL FLASHINGS PARI FOLDED 112 IN.HIGH END
AND FENsrMLID.
p .P A ` EQUIP. EQEkeRr SECTION DETAIL m
STR.M 4' A L 6. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS EAST. DBSTNG ALL BEFORE STARnNG EACH PORnON OF THE WORK, bub OR KICKERS.
SIM _
e . A EXE. IXIERIOR CAREFULY STUDY AND COMPARE THE VARIOUS DRAWINGS 3. INSTALL METAL HEAD FLASHINGS WITH ETA DAMS OVER GS WINDOW TYPE TAG E. REMOVE AND REINSTALL(TEM:A TERM USED O DRAWINGS
ay, BEARING ONWOOD. FD. FIBER CEkort AND OWER CONTRACT DOCUMENTS RELATIVE TOTNAT WINDOWS AND DOORS.EXTEND HASHING AS DETERMINED TO INDICATE A SPECIFIC HEMI TO BE DETACHED FROM
"^bauktn / 1eyowbrthwest
Me owbrook Drive 7. PROVIDE 3'k3'k0.229'WASHERS AT ALL ANCHOR BOLTS. FIN FLOORDRAIN cesam cesanl DRAWING NUMBER EXITING CONSTRUCTION,PREPARED FOR REUSE,AND
A PORTION OF THE NORI(A$WELL A$INFORIA4TIO BY COSULTPM.fANIRACTOR70 FIELD VEPoFV7Hl4T OPENING TAGS(WINDOYV58 O
A 8. BOLT HOLES SHALL H LL MINAE DIAMETER OF BOLT PLUS NOMIUNLESSLDIAMETER OTHERWISE.THELABOL FN FTrasR FURNISHED BY OWNER TAKE FELD MEASU ENEMS OF ANY METAL HEAD FLASHING DOES NOT INTERFERE WITH WHERE DETAIL IS DRAWN REINSTALLED BAG(w ITS DUSTING.LOCATION. o
t_______________ BOLT PILOT HOLES SHALL BE PRE-DRILLED TO 60%OF THE NOMINAL DIAMETER OF THE LAG BOLT F.T. FBEJETAJaNNT TREATm WOOD D=NG CONDITIONS RELATED TO TINT PORTION OF THE OPERATION OF WINDOW -"
Tam Rd HUN FIIMURG(RFUMED -- DRAWING NUMBER F. RELOCATE A TERM USEDIN DIAWNGSTO MOTE o
SW Durham Rd SW Durham Rd SW Durham Rd SW Durham Rd UNLESS NOTED OTHERWISE. G. GAUGE WONT AND OBSERVE CODITIONSAT THE SITE AFFECTING If. 4. FORM FIASHINGS WITH I5'SLOPE TO DRAW UNCI. OTEMI:
$ h 9. ALL SILL PLATES SHRILL BE BOLTED TO THE FOUNDATION WITH STB'MINIMUM DIAMETER BOLTS GLV GLVANazm THESE OBLIGIT06 ARE FOR THE PURPOSE OF FACIRATING WHERE DRAWING IS � DEMOLTION AND REPAIR NOTE TAGS AN fbSTNG ITEM7HNT PAS BEENREMOEO,MD ROBE Uj
n
_ GW9 DrPSIAH WALLeoAIm REFERENCED REINSTALLED IN A NEW LOCATION. o
VICINITY MAP SPACED AT A MAXIMUM OF 48'.BOLTS MUS BE EMBEDDED A MINIMUM OF 7 INCHES INTO
GYP GYPSUM caNs7Rucrlrn eV THE CONTRACTOR AND EXIHMOt OPENINGS PENETRATIONS: m
o CONCRETE OR MASONRY. AYR¢ GYPSU VITAL PURPOSE OF DISCOVERING ERRORS,OMSSINS,OR 1. NO CONCERTED EFFORT HAS BEEN MADE BY CONSULTANT TO BUILDING SECTION
INCONSISTENCIES N THE CONTRACT DOCUMENTS:HOWEVER QWTnFY TIE EXTERIOR FIX1UFES,SUCH AS DOR PROJECT NORTH ARROW G. SALVAGE OTEM):CAREFULLY DETACH FROM EDS TING rn
10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCIONG UNDER Nr. NTeTDR CONSTRUCTION,IN A MANNER TO PREVENT bAM4(E READY E
NSA. xSAAlION REPORT ERRORS,OMISSIONS.OR INCONSISTENCIES FIXTURES,CONVENIENCE RECEPTACLES,EXHAUST VENTS, BUILDING SECTION DIRECTION USER DEFINED
rn PERPENDICULAR PARTITION WALLS. SIM ( ) FOR REUSE INCLUDE FASTENERS OR BRACKETS NEEDED R
z MAX MALIAN DISCOVERED BY CONTRACTOR PROMPTLY TO RPE PENETRATIONS,HOSE BBs,ELECTRICAL OR METERS. ALPHA LETTER m
O 11. WALL SHEATHING TO BE X'COX UNLESS NOTED OTHERWISE. NEA, MEMBRANE CONSULTAMASAREQEST FOR NIETPPETA71(1NNTIE ETC.CONTRACTOR SHALL PERFORM OWN QUJPJRRY NORTH FOR RFATfACHEMIN ORIGINAL LUXATION OR ELSEWHERE.
3 12. ROOF SHEATHING TO BE PRESSURE TREATED''/x'GDX UNLESS NOTED OTHERWISE. u NEQTs FORM PROVIDED IN THE PROJECT MANUAL SURVEY. BS 000 DRAWING NUMBER '^ 5 i
p 13. FASTENERS TO BE HOT DIP GALVANIZED UNLESS NOTED OTHERWISE. NIA NOTNCaDRAC1 B REPETTTNE FEATURES,REGARDLESS OF ORIENTATION,NOT 2. INSTALL SEALANT JOINT PITH BACKER ROD MOND WHERE DRAWING IS H. EDSTINGTOREAWNBTEM(:ITERAL USED ODRAWINGS TO o�
NTS. NOTTOSCAJE WOMB O DMWNGS SHALL BE COMPLETELY PROVIDED AS INTERIOR PERIMETER OF OPENINGS FORM BANNER LOCATED INDICATE EXISTING FEMS OF CONsTRdcTON THAT ARE NOT =w
OC ON CBIIER IF DIAWIRMFlAL. CONTINUITY DELTA REVISION BE REMOVED AN THAT ARE NOT OTHERWISE 9DKATED TO $rn
z WALL SECTION BE REMOVED, OR REMOVED AND REINSTALLED.
Cs i 10665 SW MeadOMdRr PLYWOODOok SB T REPOT DISCEPANCIES N CONTRACT DOCUMENTS TO 3. FORM EXTERIOR PERIMETER SEPLNT JOINTS 30 IN.WOE INDICATOR N
OURNNI®SQAID BONA 1 FDSTINGTO REMAIN IS INDICTED BY GRAPHIC LINEIYPE
7
Dr,Tigard,OR 97224 PT REGSRETIEATFD CONSULTANT FOR CLARIFICATION PRIOR TO COMMENCING WITH CLOSED CELL BACEED
RD U.N.O.MNNTAINJgM
rn �-Yp PCILr. PoLYEIHYLENE WORK. AIDTHJDEPTH RATIO OF 2:1. S BUILDING ELEVATION SYMBOL. I
O y R RADIUS B. IMMEDIATELY NOTIFY BUILDING ENVELOPE CONSULTANT NUMBER REVISION CLOUD REVISIONS
w P.j.
0, FEE. REFERENCE UPON DISCOVERY OF ADDITIONAL UNFORESEEN DAMAGE TO
REINE REINFORCED EXISTING CONSTRUCTION SCHEDULED TO REMJNAND THAT WALKWAYS&BALCONIES
BS-000
U REDID VIED tENSURE S
IS OUTSIDE TIE CONTRACT.REQUEST A REVIEW.DO NOT . URAID SURFACED BALCONIES ARE SLOPED MINIMUM
\•X DRAWING NUMBER WHERE
= REV. REVBSED 2%TODRNN.ADVISECONSLLTANTINWRIINGOF V
RD. RDOFDRAN COMMENCE RELATED WORK TO NEARBY WORK WCTIOLR CONO7gN5 TENTEDNOT COMPLY MINIMS MINIMUM
.E SOA" NWkB.BRNE CONSLLTAMAPPROVAL ELEVATION IS LOCATED PROJECT DATA
a 9. TRADE CONTRACTORS ARE RESPONSIBLE FOR TIE LAYOUT BUILDING ELEVATION
SINAL SFNNRT Z VERIFY CONDITION OF COSTING HANDRAIL B SOLIDLY
OF THEIR 00 WORK AND TO SEE THAT TIER WOR ATTACHED DAMAGE AND THAT RAIL ASSEMBLY TYPE
OCINES OWNER: Summerfield Brookside Condominiums Owners Associa0m
ADT. SECTION
TOGETHER WITH THAT OF OTHERS WITH THE DESIGN NREM INSTALLATION IS 47 MIN ABOVE THE WALKING SURFACE ATDESIGNATION
� �C. �CFFICAUM IDENTIFIED IN THE DOCUMENTS.REPORT DsCREPANCIESGN OWNER CONTACT: Ms.Erin Ashley,CanrtManagrineM,Inc. ednaLdcaliyin
nnDrgl.aXn
3 ALL LOCATIONS.NOTIFY CONSULTANT IF EITHER CONgTIO
S.O.G.. sRAa0NC4RADE DRAWINGS TO CONSULTANT FOR DECISIONS. IBS CERTA PROJECT MANAGER: JMsOn Barnhart, jbamhahart@certasdu0ans.cam !
IS FIXIND DEFICAND NT.
&&EPL CEWITHNE .NEW GUARD _
m STIS- 70. TIME CONTRACTORS MI157 ASSURE THEMSELVES THAT RAILING,ANO REMOVE A REPLACE WITH NEW.NEW PROJECT ADDRESS: 1082U10960 SW MeadvxbrOdC Dr,Tigard,(hegm
STRUCm TOG TONGUEANDGR00W THEY HAVE THE LATEST DRAW4GS ISSUED FOR GUARDRAIL DIMENSIONS M LOAD RESISTANCE ARE TO ASSEMBLY TYPE REFERENCE PROPERTY ID: 2SI10DO90011
TOA TOBECCINFNAED CONSTRUCTION IN 711E CONTRACTORS OFFICE. CONFORM WITH MOST RECENT BUILDING CODE WITH HATCH PATTERN LEGEND USE: RESIDENTIAL CONDOMINIUMS
TEMP. TEMPONTURE 11. EMPLOY ORIGINAL JOURNEYMAN TRADESMAN ORRRIGNAL RAILINGS BIDDER DESIGNED FOR LOADING COUNTY: Washklgtm
0 TDA, TCPOFWAU_ INSTALLERS OF NEW WORKTO PERFORM CUTTING PID 3. SUBMIT SWOP gAWINGsd PRODUCT DATA,INCLUDING ZONING: R-7
TVP TYPICAL PATCHING OF NEW WORK.OF APPLICABLE)
VERT3 LINO. ONLESS NOTEDOR1ERWls: STRUCTURAL CALCULATIONS FOR REVIEW.
WE �xTlrx 72. ATAINSTALL
OENINLL INSECT SIN RAISATTOP ANDBOTTOOFFINTEDRING BATTINSULATION ® CONTINUOUS SOLID
m V.IF. WTIH
OTHERWISE GSR RAINLEENCIAIDNGUNLESSEDINA NOTED (EXISTING SHOWN)
E _ WA CONDITION,
WHERE VENTILATION SECTSENS AT
IN A SOFFR
07NpTIGN,PRIOWIE INSELT SCREENS AT ALL CAPS EXISTING CONSTRUCTION INTERMITTENT SOLID
a� AND BETWEEN BARRIER BETWEEN MATS' SCHEDULED TO REMAIN
SITE MAP SITE CONTINUOUS SEALANT DELEGATED DESIGN SUBMITTALS
MUGGR
WOOD PANEL WALL
'M M ANGLEMf1115 SHEATHING-THICKNESS AS •/r SEALANT APPLICATION OVER 1. WINDOW GLAZING(ONLY IF REQUIRED 'WI
IRED AT NEWNDOWS).
o SPECIFIED 1111 CLOSED CELL BACKER ROD 2. WOW TRUSS REPAIRS(ONLY AS REWIRED PENDING DETERMINATION OF DAMAGE)
CONTRACTOR TO PROCURE ALL APPROPRIATE PERMITS FROM THE AM FOR THESE COMPLETE SYSTEMS.
GYPSUM SHEATHING
GENERALNOTES - PROJECT
115
'0 1. ALL WORK 15 TO COMPLY WITH THE 2019 OREGON STRUCTURAL SPECIALTY CODE
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE ARCHITECT OF
ANY CONFLICTING INFORMATION PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.DO NOT SCALE THE
4. ALL NEW EXT WALL TO BE BUILT OF 2 X 6 STUDS(d 16O.C.(TYP.UNLESS NOTED OTHERWISE). -
g I I RECONSTRUCTED WALLS TO BE BUILT OF 2 X 4 STUDS @ 16'O.C.(T1'P.U.N.O.) TO MATCH(E) REIT/
2 I I 5. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE _
DENSITY RATING OF LESS THAN 450.
a I I 6. PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS WHERE MISSING AND
a
m I IMPACTED BY WORK
7. HANDRAILS ARE REQUIRED ON ALL INTERIOR OR EXTERIOR STAIRS WITH 4 OR MORE RISERS.
0
J 8. DIMENSIONS ARE AS FOLLOWS:
A COLUMNS:TO CENTERLINE OF COLUMN Uj
N REMOVE AND REINSTALL CANOPIES-TYP I B. WOOD WALLS:FACE OF FRAMING UNLESS NOTED OTHERWISE
z C. CONCRETE:FACE OF FINISHED CONCRETE r�
o 12 I D. FLOORS:FINISHED FLOOR ELEVATION(FFE)
m 1 7 9. SEE SECTION 011013-SCOPE OF REPAIR IN THE PROJECT MANUAL FOR ADDITIONAL
MODIFIED CANOPY A703 INFORMATION RELATED TO THE WORK SHOWN IN THESE DRAWINGS
wA702 A703 SUPPORTS 13 REMOVE AND REINSTALL GUTTERS-TYP \`
A703 GENERAL NOTES - SHEAR AND FIRE WALLS `
2 REMOVE EXISTING CLADDING, 0 - REMOVE EXISTING CLADDING, 1. DAMAGED SHEAR WALLS FOUND DURING THE COURSE OF THE REPAIRS WILL BE IDENTIFIED TO r
SHEATHING AND ASSOCIATED B - - - SHEATHING AND ASSOCIATED THE ARCHITECT FOR REVIEW WITH THE AHJ AS REQUIRED. SHOULD THE DAMAGE AND REPAIR
MATERIALS IN REPAIR AREA 3 3 __..- __ 7 _ - MATERIALS IN REPAIR AREA REQUIRE AHJ REVIEW,REVISED PLANS AND DETAILS IDENTIFYING HOW THE EXISTING
- A703 ____ Alp2 _ _-_ CONDITION(S)WILL BE REMEDIATED WILL BE SUBMITTED TO THE AHJ FOR REVIEW AND APPROVAL '^
m A702 A703 __ r _ A702F -- PER SECTION 107.2.1. V/
$ CUT TRIM AT OUTSIDE CORNER - I -- - -- --- - CUT TRIM AT OUTSIDE CORNER 2. DAMAGED,UNIDENTIFIED,FIRE-RESISTANT RATED WAILS FOUND DURING THE COURSE OF THE C
L
-- REPAIRS WILL BE IDENTIFIED TO THE ARCHITECT FOR REVIEW WITH THE AHJ AS REQUIRED. c
--- --- _ _ __ SHOULD THE DAMAGE AND REPAIR REQUIRE AHJ REVIEW,REVISED PLANS AND DETAILS
Li t _ IDENTIFYING HOW THE EXISTING CONDITION(S)WILL BE REMEDIATED WILL BE SUBMITTED TO THE
A 2 _. __.
-- --E!]
AHJ FOR REVIEW AND APPROVAL PER SECTION 107.2.1.
3. WHERE EXTERIOR WALLS SHEAR,FIRE OR GENERAL USE WALLS ARE FOUND TO HAVE DAMAGE
� 14 A702 A701 --_ I - - - - �_ - ' _ _ � _-_ -- ------ ------- THAT CANNOT BE TRACED TOADEFINITIVE LEAKAGE SO RCE,THE AREA IS TO BE REVIEWED
Atu - __-- _ WITH THE ARCHITECTICONSULTANT PRIOR TO COMPLETE REMOVAL OF DAMAGED MATERIALS. DO
_.._ -._. --_ -- -_ lu IT ----.--_� ---� NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/CONSULTANT.
A70 7 ILI
f0v - 3 GENERALNOTES - ENERGY CONSERVATION
9
_ A702
- 12 O 0 A7o7 -- .
CLIMATE ZONE:4C PER TABLE 0301.1 ON
A702 O O O O CODE 2018 INTERNATIONAL CONSERVATION CE O
2 - BUILDING DESIGN CRITERIA � 1
A702 iO0.9 - - A702 _ _ _ ---- GENERAL: CONFORMANCE WITH CURRENT CODE NOT REWIRED AT EXISTING COMPONENTS NOT IMPACTED
-- - - 2 - -_-- _ _ ----- BY THE WORK DESCRIBED IN IN THESE DOCUMENTS. NEW COMPONENTS AND ASSEMBLIES ARE TO
--- - _ __.�. CONFORM TO NEW CODE PERFORMANCE VALUES. W
A702 -
_
I SPACE CONDITIONING 0
DEMOLISH EXISTING GUARDRAILS, 2 1
RESIDENTIAL SPACE: HEAT ONLY PROVIDED(EXISTING WITH NO CHANGES TO INT.OF UNIT)
A707 J A703 A701 HANDRAILS,AND FENCING AT DECKS A701 A701 REMOVE AND REINSTALL DOWNSPOUTS-TYP
REMOVE ALL EXISTING DECKING-TYP N
GLAZING:PER TABLE 0402.4(MARINE 4)
1. WHERE EXISTING POST IS DAMAGED,INSTALL 4X6 PT POST WITH SIMPSON INSULATED GLAZING UNITS: U-VALUE FIXED UNITS:0.38
AB1POST BASE WI STAINLESS STEEL 518'B THREADED RW WEMBED �.
AREA OF NO WORK SHGC SOUTH,EAST,WEST:0.38,NORTH 0.51 O
2. WHEREERE FOOTING DAMAGED,REPLACE WITH 17 B X 30'CONK FOOTING. WORK THIS SIDE AIR LEAKAGE 0.20 CFMIFTJ WINDOWS AND SLIDING GLASS DOORS
INSTALL 4X6 PT POST WITH SIMPSON PBS46HDG POST BASE CAST INTO
---- DOORS:PER TABLE CA02.4 O
FOOTING.
INSULATED GLAZED ENTRY DOOR: U-FACTOR 0.60
ELEVATION NOTES STRUCTURAL NOTES: -
INSULATION
m4 --- - (E)WALL AAT T RESIDENCE: 2%40R 2X6 R-15 MIN TO FILL CAVITY DEPTH PER
1. THIS IS AN EXAMPLE ELEVATION AND DOES NOT PURPORT TO IDENTIFY ALL DETAILING 1. ALL NEW CONCRETE MINIMUM 2&DAY STRENGTH=3,000 PSI - _ _ SECTION C503
APPLICABLE TO EVERY CONDITION. CONTACT CONSULTANT WHERE DETAIL APPLICABLITY 2. ALL PRESSURE TREATED(PT)WOOD SHALL BE DOUGLAS FIR LARCH,NO 2 OR BETTER A702 _
CLARIFICATION IS REQUIRED. 3. ALL WOOD CONNECTORS AS MANUFACTURED BY SIMPSON STRONG-TIE FOLLOW ALL - --- - --- NOTES:
2. ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. MANUFACTURERS WRITTEN INSTRUCTIONS.REVIEW EXISTING CONDITIONS FOR ----- - -- - 1. PROVIDE VAPOR RETARDERS PER CODE AND AS IDENTIFIED IN DOCUMENTS. 0
3. REMOVE CLADDING AND SHEATHING TO FRAMING AS IDENTIFIED IN 011013-SCOPE OF REPAIR APPROPRIATE SIMPSON CONNECTION TYPES.REFER TO MINIMUM TABULATED CAPACITIES - _ - 2. INSULATE AND WEATHER STRIP ALL ACCESS DOORSIHATCHES TO CRAWLSPACES AND ATTICS TO THE
J
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4. SEE SHEET A701 FOR TYPICAL PIPE,ELECTRICAL,AND VENT PENETRATION DETAILS 4. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. -_. ___- EQUIVALENT RATING OF THE WALL,FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. W H
5. ALL STRUCTURAL CONNECTORS AND ASSOCIATED HARDWARE TO BE HOT DIP GALVANIZED. 5. ALL NEW FOUNDATIONS SHALL BE SUPPORTED ON SOIL CAPABLE OF SUSTAINING 2,000 PSF -- `0
6. CONCRETE TO BE 3000 PSI UNLESS OTHERWISE APPROVED MINIMUM ALLOWABLE BEARING PRESSURE. - ' - -- - - - -_- ----------- -- 0 0,
7. ALL REPLACED GLAZED WINDOWS 8 DOORS TO MEET U-VALUES AND SHGC CRITERIA PER -_ _ - -- - E
GENERAL NOTES-ENERGY CONSERVATION
8. FILL WALL CAVITIES EXPOSED BY WORK WITH BATT INSULATION5 -_ - -. 0 2
A R-15 AT 2X4 WALLS /+
o
B. R-21 AT 2X6 WALLS 3, - -- OFFICE-COPY
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9. ALL GLAZED DOORS(SWING OR SLIDING)TO HAVE TEMPERED SAFETY GLAZING(OSSC 2406.4.1)
10.ALL GLAZING IN BATHROOMS WHERE SILL IS LESS THAT 5'-O'AFF TO HAVE TEMPERED SAFETY - - - •.t.v A�.t 7f�1 12 3
GLAZING(OSSC 2406.4.5). VERIFY LOCATIONS WITH EXISTING BATHROOM LOCATIONS --- --- - - - - - Cy y y OF y LCjL1L D.. o
11.PROVIDE SLIDE LIMITER PER ASTM F 2090 WHERE WINDOW SILL IS LESS THAN W ABOVE - - -
INTERIOR FINISHED FLOOR 14. _ _ _
- - - - REM-WED FOR CODE COMPLIANCE
12.REF 21 A500 FOR TYPICAL FLASHING JOINERY _. _ _ - /�
13.REFS A701 FOR TYPICAL FLASHING PROFILES A702 --- - Approlred: � J V♦ �0
14.REF6 A701 FOR TYPICAL SIDING INFORMATION - - ---- _ -- ,
- -- OTC. Q�t'Z3Ac��-
10 4 s - Address: f3 rWetetade v &4o�< 0( >� A
A702 j 702 A O2 Pcmtu#S �, ti�
/ Suite #: _ L �
Bv! Date= 1 _1 �/ _ 1 /� JAMES x.RD}.Y�^�
---.--- -- - J- {t�...i��V -
----_
,5 VALIDITY OF PERMIT �eoLmLICI Anw3o0scoN
A703 THE ISSUANCE OF A PERMIT 9
A702 ELEVATIONS TYPICAL BLDG BASED ON CONSTRUCTION OF 0
1/4•=1'4r DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM o
REQUIRING THE CORRECTION 0 N Z
OF ERRORS. OSSC 105.4
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0 ' 1. VERIFY ALL FRAMING MEMBERS ARE DRY AND
~ 1 READY FOR THE APPLICATION OF WEATHER
0 RESISTIVE AND SELF-ADHERED MEMBRANES. FOLD UP LEG TO FORM
¢ I DOG EAR. DO NOT CUT '
1 MEMBRANE BELOW SILL '
w 1 ANGLE - FOLD NRB IN AND �� TAPE CORNER AT
U
1 17 LONG SAM SEAL TO BACK ANGLE LAP IN NA26 m
1 CUT LINE FOR COMPLETE AIR
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FOLD LINES ANGLE FOR COMPLETE AIR SEAL o
AT HEAD- v
FOLD UP SILL a
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z SUBSTRATES WIRE,SHINGLE g =
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TRIMIGWB AS REQUIRED 25
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S SUBSILL "'
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E 1. INSTALL 24 GA ANGLE AT 3. INSTALL Y VADE 40 MIL 5. INSTALL 9'WIDE 40 MIL SELF-
', a SUBSILL,JAMBS 8 HEAD, 1 114' SELF-ADHERED MEMBRANE ADHERED MEMBRANE BUTTERFLY
! IT LEG:314'V LEG
.3 -- 2. WEATHER RESISTIVE BARRIER LAP 6' SUBSILL PADDLE. %OND AS SHOWN TO
m / PER MFR INSTALLATION REQS.
m
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STEP ONE STEP TWO STEP THREE STEP FOUR STEP FIVE
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SOLDERED END DAMS
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3 N EI ) Q A
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-
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a NOTE(S):
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0 2
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072100 BATT INSULATION - _ - ` •:q1 033000(E)FIBER JOINT FILLER
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07464612 IN.BORATE TREATED - _ -
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