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Asphalt Shingles Over 15# Felt
over 1/2"GDX Plywood Sheathing Ld
over 2"x 8"R.R.@ 16"O.G..
Ej Provide Ice Dam 24"Wide from
Face of Building. 12
North Elevation 41
Front Elevation
H
H
Vinyl Siding over 1"Rigid Foam
over Tyvek over R-5 Rigid 1/2" 1/2"Drywall Z
Plywood Sheathing over 2"x 4" (2)2 x 4 Plate p
studs @ 15"O.G.w/R-13 insul U
1/2"Drywall O
2 x 4 Plate E-4
O
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ow U
a H
South Elevation H
w �
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Section
DW
Laundry
FO
O J O°
D W °
Qtch en/Di nirig °
bath 0
Closet 0
O
Exist. Bathroom
° - - 17-4"
W
Exist. Bedroom
fir
Garage
Bedroom
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11 Exist. Bedroom
z A A 3 Q
Closet ° a
t.4 U Q I Q U
SCALE:
LivingRoom Exist. Bedroom
Closet
FN
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R�FfSS10�P
Closet
2r-io•
DWG, NAME:
PLANS
2-2x
ase(2 h d r 3040 Gase
(2) 2 x 6 hdr DWG. NO.:
N
New Shed Dormer
1st Floor plan
2 n d Floor r plan New Shed Dormer
(No Work) �
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TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 00
GENERAL NOTES FIRE/SMOKE DETECTION RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL •T
TYPE CR LOCATION OF CONCRETE CONSTRUCTION
a,ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. a. 1INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MNIMLS1SPEu=IEDcoMPRE55VE INSTALLATION @ 16"o/c M
b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL S-RENGTHa(fc) LSTA24-980 lbs. UPLIFT o �+
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN ° v K,
c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. we°r"aring Po enta b 0 - �
d. BUILDER TO CARRY WORKMAN'$COMP.INS.IN AMOUNTS AS REQUIRED BY LAW. c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE Negligible Moderate sal t ° D D D ``'
e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Bcsementwale,foundaflons and after concrete noteaposed to the weather ' .�'oo 12 0 °
f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 2,soo 2,soo 2,sooc t
DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Ba.ement slab.and Interior,labs an grade,except gorage floor slab. 2,500 2,500 2,500C 4 •, 9C GYPSUM BOARD AS AIR BARRIER G v
g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING �Q�GP v I
h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO work expos d to thnwe then ere for wale one other ver,aal concrete S.S.P. CAPS -KLCC SERIES CONTINUOUS BEAD OF SEALANT
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. work expoead to the weather 2 0o s,00ad s,000d a
i,THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY, ENGINEER IS NOT ELECTRICAL NOTES 18dNAILSALLHOLES ry
Porches,carport slabs and step•sxpo.ed to the weather,and garage floor slabs 2,500 3,000d 3So0a
RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. coNTlNuous BEAD of sEALANr
j. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO.
.
b. ON NEW WORK BASE BID ON 200 AMP SERVICE. For SI:1 pound per ware filch.e.605 kPa. CONTINUOUS MINIMAL EXPANDING FOAM AT 1 I
OF NYS, WFCM 2018&AISC/SEI F7-05 TYPICAL FRAMED OPENING WINDOW PERIMETER
c. ALL WIRING TO BE MIN. 14 AWG. ''"
a.Strength at 28 days pot. ° 11
"a i
d. CONVENIENCE OUTLETS TO BE 18" A.F.F., UNLESS NOTED OTHERWISE. a"NAILS METAL STRAP CAP � �..q.
SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.SeeTableRBOL2(1)forweatherlmi;"Miol. AT6"oC � PLATE WINDOW UNIT AS AIR BARRIER
OVERHEADER TOP °` �.. ,
f.ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. Concrete In these l"otlons that maybe sweet to freezing and thawing during construcilon shall be olr-.ntralned coa•ete CONTINUOUS MINIMAL EXPANDING FOAM AT �y
a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST in occordoncewHH Foomota d. I'll PLATE WINDOW PERIMETER 9.,...
`°
b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING *'"
C. ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX BOILER ETC. SEE SECT. E3405. d.Cono"ete @half be afr-entra,ed.Total air content(percent by volume of canorete)shallbe not less than s percent o more �� CUPS •
d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION L ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. r ��percent. I ° BOTH CONTINUOUS BEAD OF SEALANT
FOR 2 X 6" SIDES , '
SHALL BE REPLACED A$REQUIRED. e.Sea Seem 9402.2 for mmdmum cemenNMoue mate ial.content , •,
LINTEL °° a lac,;,•
USE SIX LINTEL ^a""µ$
e. ALL CURBS, SIDEWALKS, ETC. DAMAGED,SHALL BE REPLACED. f.For garage floors with a steel troweled mpre sive,str I o total air content(percent by volume of concrete)to nit lee. hail ATTIC EAVE AIR SEAL b MEMBERS CONTINUOUS BEAD OF ADHESIVE t
3 percent Is permitted Kiha spedfled camprnslve sn•ength tithe concrete Is Inareaaed to not Ie@s than 4,000 psi. a"NAILS ° °°
EACH END;
EXCAVATION NOTES INSULATION NOTES INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR 2X8 TREATED
SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL TRIMMER
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a. ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION I ATERLALS2 MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT • sTuos CONTINUOUS BEAD OF SEALANT O
SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM 3"NAILS •°
b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD EACH END TREATED
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERLAL LOAD-BEARING / E-' 4
MATERIAL NEEDED FOR BACK FILL,TO BE:STOCK PILED SEPARATELY, NOT NEEDED / SILL PLATE
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) / TRAILS CONTINUOUS BEAD OF SEALANT � �"'
ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL V RIGID / AT12'0C. TREATED AO ,'Zx
c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED BOTTOM PLATE
c.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. To CONNECT INSULATING AIRSPACE W
PROCTOR DENSITY. Sedimentary and foliated rock 4,000 FULL. 0 i
d. R-VALUES ARE SHOWN ON SECTIONS. SHEATHING To RIGID ATTIC METAL JOIST
INSULATION BAFFLE. LENGTH e
e.MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or grovel(GW and GP) 3,000 INSULATION HANGERS OR O
REINFORCING NOTES OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand,silty sand, clayey sand,silty gravel and clayey gravel FOAM SEAL BOTH JOINTS WALL TREATED FRAMING CLIPS C'n
f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME / sruos CRIPPLE C)a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW,SP,SM, SG,GM and GC) 2,000 / STUDS-NOT
GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED Clay, sail clay,silty clay, clayey silt,silt and sail silt _ _ 6 FORDooRs I �
STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED y, °y y /
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (GL, ML, MH and CH) 1,5000 / GIRDER/POST/FOOTING CONN. I =
PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR /
OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. CHAPTER WALL CONSTRUCTION GIRDER
C.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES TABLE R6o2.3(1) -
FASTENING SCHEDULE CONTINUOUS BEAD
1. BE FORTY(40)BAR DIAMETERS MIN. WINDOW AND DOOR NOTES OF SEALANT GIRDER TO S.S.P. COLUMN DETAIL'A'
d.WELDED WIRE FABRIC (WWF)TO BE 6 x 6 SPACES,#10 x#10 GAUGE WHICH SHALL �117ESCRIPnONOPBUILDINGELEMENTS OF FASTENER.,
SPACING AND LOCATON 1 1/2"RIGID
OF FASTENERS,b,c
I r,
CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH Roar I - 0 INSULATION KCC SERIES COLUMN CAP
70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. 4-8dbax(2,1xo113")or tOdNAILSALLHOLES C-
e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING INSULATED GLASS, SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR 1 plaWng between ceiling lalst amfte sta rep 'IOd I'm,(3".f 28'),a 1,or Toenail O O �'
APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS mate ,1..0x(3•xolz6•)a
3�3•x o 131•none WOOD POST
CONCRETE PLACEMENT. OTHERWISE NOTED. 4btl"'x.,'.''x013 °' <C
f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY eilingJob"totoppide 3-BticanmonC' x0131•).or "a,alsgtoenall PAU SERIES POSTANCHOR E ,
b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY 3-t' 0131-x ill a
3 3"x 0131'hales ° GRADE a
REINFORCING BAR GRID. Cdnnglo,stnorettachadtoP Rsusl aftor,1,'"_r41°°„°13-x012.8X o
BENCHMARK, STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. , 3'6d commdn(31/z•x016z•>:our ,c<nag
P.,-,(see Isaiah RY.u1 5 1 and Iahle R6 12 5 t)6 3'x 013''na Ns
CONCRETE NOTES FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. O O ,8/8"GALVANIZED LAG I �
ellinglolst ettaanetl roOaralklreRer(heel ldM) „„,,.RBn252 Fat<mN GIRDER TO CONCRETE PIER DETAIL I
c. ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH,U.O.N.ALL ,e.,nfl,nRHI"'•'°nd'h1hleR 1111) BOLTS(4) CONCRETE FOOTING z
a. ALL CONCRETE TO BE f' C= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. calar tleroratter,kte nailer"n•x20ga nags 4-I hox(3"x0128"),a
s strap to 3-Tod Common(3"x o'ae•),a Face nail each tarter - ANCHOR BOLT O
aye 4-3"x be,
�/8"%°/7Cx3 112"LONG LAG BOLTS U
-CONC.STEPS TO BE 3,500 f' c @ 28 DAYS 3-16d box Palls(3e(x 0135");or
6 Rafter«rod truss to plate 3 IN common nails(3"x 0,148");or J toe mils on one 61tle end I toe nMl
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. 4-lOdbox(3"xo128•,,« onoppos"aid,&eachmlterI,R., CONTINUOUS WELD
4-3•x 0131•nails
c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED.SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY 4 (3,z"x0135"1,« Toe hall 6"
TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE 3-,0d carman(3•x"),or ,a
Roof rafters to ridge,valley or hip rafters«rod 4-1 od nox(3"x o 128"),or
7 ratter 4-3"x b l31•nails
PROXIMITY TO BEACH, CANAL, WATER,ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION T0, RENOVATE OR LEGALIZE THIS .minimum 2"edge be.m ]-1 Rtl boommnn"(310115"162•);or O
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. 3-lndboxl3"x0128").a E^°m" STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION
EXISTING STRUCTURE. ° 3-3"x 0131"nails
d. BOTTOM OF EXTERIOR FOOTINGS TO BE: T-O"MINIMUM BELOW GRADE. � I--'
16d common(3/;x o 162•) 24•o c race non 4 LS268-675 lbs.
Rii
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL 8<n,d ra st"d(hilt atb shed wan panels) O°bnx(3"x0111",or 18•ec.face nail
f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE 3".0131•nal,e UPLIFT
tined to stud and ah„tang studs at fiterseeting wall I dbox(31/2"x0135");a �, Il
2 POST ANCHOR DETAIL MU26 O
DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND 12•a,faceTMU26-640 lbs.
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. '`«nor, 3"xo131•"all` UPLIFTcf)
NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE tnmtetl wall p°nds> laucommnn(3,e"xo le"") I6"ot face nail W 2 � �g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. PLAN. ' ""lit-upheader(2-tot"headerwim111,o'.) 16dcommon(3/1x0,62") 1VoaeachedgeU.risll _ _ REFERENCE3.380 1�:n°x(3/a"x 0135"1 12-°c each edge tat.pall FOR NAILING
h. CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. 5.8dbPx,21: x o 113.1,our �/2 — 8/12 O W (_
i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS an"""°usnea°ata,"'° 4 ad INbox(3 (x01x013r):°" °<"
4aa�sox l3"x o 328•)
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE 16dcnmman(3lz"x0162") lfi"oc tag d _ _ H
ENGINEER. THEREFORE ENGINEER'S LOOK FOR CLUES,FOR EXAMPLE:CRACKS DIFFERENTIAL o REQUIRED @ I� Z
' Top Plate ro top mate lOtl box(3•x 0 128•),or p F�
r
J ,2'oc face nail
PROVIDE AWED R KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALK
"x 0,131•halls
� 0 S 0 0 C S CATHEDRAL CEILINGS
SETTLEMENT CRUMBLING ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR I1)ad-11 common I'l,'1 x 0162•)our g
ON GRADE AT 20'-O' MAXIMUM IN BOTH DIRECTIONS. ' 1101 12-16tl bo.t, .x0135•),a lum oneatl etledmtliolnt O
dxetoppiahspike 12lOdbox(3•x0128•);a IMrlmum24"lapSpOcelengtheach o IN ADDITION TO RIDGE W
k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED, WHICH 12.r x0131'..a, sidedendialot) °
MECHANICAL ETC.COORDINATE WITH OTHER CONTRACTORS DRAWINGS,AGENCIES, WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. 3 idtomplateto joist,rim joist band joist a I—,ommmi3,1x0162') to-*dfacenali TYPICAL S A6 UPLIFTL H 2" o STRAPPING 12/12 O
1&,013i!i x01d5");a a rT1
'o
r r 4 Jac"ng(not at braced wall panels) ,, x 0 131•hells 12"a c face hall ° p O )"--'I F.1�(
ETC. THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND I Mtomp,eteta joist,tlm road,I joist Z'16d CGmm3'M'(J1i z0162-,,or Zpz�lg o fa ere CONNECTION INSTALLATION I I o ° �—Y/'
I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS I hiock,ng(at traded wall rxand) 43•x 013]"nails 4eech16"oc fac.na,l ° CD
SHALL BE PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE a-&!box(2,1xo113"),or 2 0
THAT THIS STRUCTURE IS SAFE, IF A CONDITION IS DISCOVERED DURING DEMOLITION,CONSTRUCTION 3-16tl bomoh(2x0x.;);our
m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND eel box(3-R1,1x0131",.our enaN 4 W
4 lOtl box(3"x 0,128");« °
SCORING AS PER PLANS AND SPECIFICATIONS. OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN B Top a bottom plate stud 43 x 0 1 Al.dales 1
WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. '216dboxl3lz"x0135"1,or HURRICANE STRAP DETAIL o �-(
n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES 2-16dbemmon(31/z"z01629,or tndnag CROSS-SECTION ALI D 0
3-lOtl box(3"x 0 126");a RT30 F /'�/
F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. 3.3•x 0131•"all' F'"( � I�
3 12 no.('.x u 1z6.1,« 10d NAILS ALL HOLES
' rap plates,laps at comers and Imen.ctlons 2-16tl commen(341 x 0.t62"),or Face nail -995 lbs. UPLIFT
O. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. 3-8an°xai1 .0I13"r,a o °
p.ALL FOOTINGS TO BE 8"OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES
xate ta.ech,tud and 2-8tl box(3-(0128)13'•);a ,stroll R310 ESCAPE!RESCUE OPENINGS RC LS268&TMU26 ° 0
MIN. 2 #4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED SEE PLANS 8 2-'Otlbox(3 x0128')our
O ( ) a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. 25tapksla,l
cl.PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. 3-8d boxm/1x0,13•)«
b.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 2-8tlabm(3-x01 x0,31•),a TYPICAL LIGHT SLOPE HANGERLn
r. CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN 3'-0" „ 1•x6 smathing to sect b.edng 2,Odhox l3"z0128")or FaO roll N
C.INSULATE ALL SUPPLY LINES. 2,taple,,]•aawn,'6ga,lal:long REFERENCE 3.3B W
OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. 3-8dbdx(211"°I13",,o FOR NAILING a.MINIMUM sou"CLEAR INSTALLATION @ 16" 0/C W
3-Bel cdmmo°`2o 1 x 013,•,'« OPENABLE AREA 20"CLEAR E.-(
s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e. ALL FIXTURES TO BE AMERICAN STANDARD,KOHLER OR APPROVED EQUAL, 3g0a box(""x0126"),or a SIZE OF HANGER DETERMINED BY SIZE OF RAFTER
3 staples,1•down,t6 qa,It/.•long MINIMUM
CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR, u 1"x6 antlwde sheathingtoeachbeaMng wil der bthan xWh'60 ac,mn a 5.7 SQ.FT. (SEE � �-(
4-8d bar m,n(x 0 1 01 our EXCEPTION)
3I common(21/i x 013I.).«
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 3lOtlbox,3"z0128•,,or a b.MINIMUM OPENING Q W U
4 staples,1"dawn,16 ga,ills•long Se 0 e
a. ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. F,aar N a TYPICAL UPLIFT CONNECTION ,_",
SOIL TO BE AC TREATED 4 8d box 12 @•x B'13"L a
Q(TREATED). g. WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. a 38dcammanal,l„o131"),a G HEIGHT
I ' ro5p1'�P'atPOfgRtlei 310tlbo13 had128'),oY °Pea" G c.MINIMUM OPENING i (FOR OPENINGS) a H
b. PROVIDE ALUM.TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603. WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ 3-3"x0131"had, o WIDTH 20" IM F--(
6nbox(2,a"x0113") 'cc toe pall TYPICAL RT16T o
c. ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS 2 Rim]dstband ldtionsalso) sill atop edtad on,211x0131r or / INSTALLATION
d.MAXIMUM SILL U ELF
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4&P2603.5 FOR PIPES pate(lodeppNcetlonsalso) 3O 01(3•xo126"),a O<toehall AREA
OPENABLE @16"O!C E '
3•d box(2 halls TRUSS/RAFTER TO DOUBLE o HEIGHT OF 44' AREA v \ AREA ,
d.ALL JOISTS, RAFTERS HEADERS&GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. 3-8d box°/ x°113).« Cn �,
2 1•x6•subfl°a or less to each last 2-8dcommon(2112"x0131•I,a Faeemll G e.MUST BE \ \ TYPICAL LSTA24 W
STUDS TO BE MIN. HEM FIR fib 850 PSI, h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A 3lOd box(3"x0.128");or PLATE INSTALLATION @ 16"o/C OPERABLE \ \ / ,
Y sudloa ro]Gist Or glrtlN J staples.1"crown,ib ga.,11/f Inn, 811ntl antl face non G \ / \ z - LSTA24.980 lbs.UPLIFT 20 GA. Q
e.ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT IN 6dbox13;1x011�").« d=
IT, 2-16d camman(3111 x 0162•) WITHOUT KEYS OR 5.7 So.Fr I 1/4"x24"
@ 6" O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. iS.Tso.Fs,
I Y planks(Plant&beam-nod&roan a lad box(3;z"x o 13Y).« t each bearing,face mil MINIMUM\ MINIMUM /
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. I. PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES, EXCEPT 16tl common{;t/,"0162' GIRDER TO CONCRETE PIER DETAIL TOOLS \ 5
f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. antlanmlals to last IObox(3"x0128"),a Endm„ CRIPPLE STUD
fi -3"x 0.131•nails,or
g. j.WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF a3•x,4 o staples,z/"" " MINIMUMSE RHEIGHW .E FOR 24 CLEAR
ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'O.C. ,0d aanman(4"x°lg2",,a Nail each layer as fall°ws 32•P d FOR go"CLEAR HEIGHT �� FOR za"CLEAR HEIGHT STRAP
at trip and bottom and staggered O a REFERENCE 3.38
h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS lOdboxWx0128"),a 24"acfacenailattopandboftom ANCHOR BOLT DETAIL FOR NAILING
layersp girders and beams,2 rich lumber '."x0,131'nails ggeretl on opposite 51tle5 TYPICAL UPHD8 INSTALLATION
JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT yea
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS /20dbox(,. (4 x°1g2•,,°' m �HEA ER
20d box(3"x 0 128•);or Fett roll M ends and M each splice FLOOR
I. ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. ?3"xD,33"na", ANCHOR BOLT-TO-PLATE e UPLI ONNECTION IS REO'D.@ EA.
4'.
END OF HEADER&CC BOTTOM OF
".16tl box(3/z"z 0 135•):a e+16°<°roman(3111 x 0162•),a -TO-STUD CONNECTIONCORNER. ledger strip auppomng losses our rafters teaallase arerter,tad non °r, ,oabox(3"x o.12e");a a HEADER STUDS,IN ADDITION TO
j.HEADERS OVER DOORS AND WINDOWS LIP TO 3'-O" WIDE TO BE(2)2x6 FOR OPENINGS i3'%0131'^ailsCONNECTORS @ WALL STUDS&
1.l0tl box 131, 2_e'),a 2-edc°mn'°^ We hall SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", @TOP&BOTTOM OF CRIPPLES
3'-0" TO 5'-0"USE (2)2x8, UNLESS OTHERWISE NOTED. BrldgingaN«Hngrold,e SIXINGOFFA
k. FOR HEADERS OVER T-O" LONG USE DOUBLE JACK STUDS. ....... ....... .. ......._ _.., r DESCRIPTION NUMBER AND aFad FASTENERS (SLAB ON GRADE,ETC,) "III" "IV" OR"V" TO INDICATES THE CONSTRUCTION
BUILDING ELEMENTS PE OF FASTENER -' egad F F Inteft"a" ' / /
Table R602.3 3 „°F '" „na<„hD °PP°rt.c� UPHDB•3,3001bs,UPLIFT
I. MIN. BEARING FOR JOISTS, BEAMS& STUDS TO BE 3 1/2". _,_ _-,_. ._„._ ,__ , . -- _ ., - .._-_ , -,„,. __ - (.) - _„ _„___ _ (inches) CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602
-_..-. .. _.._. -- _.._. -_ (8)WS3 WOOD SCREWS
"'" '`� wood:truce"rat anal°anbnoor mar Ina IPcarior wan sneatnm to rramm .na arcmlebo4ra wel p 9 g P sheaMing to framing
m.PROVIDE SOLID BRIDGING MAX. 8'-O"O.C. IN ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel I—IaW au.:(:IforwOoa.°Vctumlpanel aitedo,mil sheethlngtewalfrareng] FOR CORNERS& OF THE BCNYS
n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c, @ -_,--. - -, " --.- __- ..,-.. -- " .." . ._ __ " ,. ..-..-, -._ -- .... " ._...._. ... .. - _ __.. ' 6d°°n"^on'2'x°"3''^a"ad^°°a,w^" FLOOR TO FLOOR CONNECTION
1 II al e I Ind -fz 31a/p°""'x0,1112""xail roof•)
W I Sheathing us d to Res st W
4-5 ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE ;_' - -.-_- -, -' -" -. -- . --__._-_. _.__ .... _.. _. ... ... . _ ... .. _.__._.._ _.____..- _.. -.-..... tammonnal(211x 'all aRSRs°, OPENINGS 6 0 OR GREATER TYP. CONNECTION FOR TWO
�a/a me en' 0.3-0 6 12t
o.ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Pressures �"/ -'• Ac monnal'>(2R12" 013'' 6 12' STORY �0%
...._.. ..-.. - . . .. .'-.... ._1 .-. ..---. . .-..... I- - -._.. - _, .---. . .-. ... - -_._.- - .-... __. .-.. . .. _-... .-.-._-.-._... .._ _ ._.- - 411/e'-11/a' ]0ticommon a-;0 nail;or 6 12 HH
2018 W.F.C.M. Minimum i Minimum 2 d(2'/;x°'3'">°<f^<d^a,I /B^4b%C ANCHOR BOLT@36°oc APPLICATIONS
PARALLAM MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED I °"°'w^"`"°°""" REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE
t/1 gdvaniz 1,roo'Ing hell,/te"heatl VE WHITE
p• I 1 sw b Ml edwlo m nbemm d ASPECT RATIO:H L<31
BY TJI CORP. OR APPROVED EQUAL. Wood Nominal Maximum , n.mater,a,l,a,°ngl6ga step<w8nt/,4 ar 3
3 sheattnng 1'down
q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 Structural ' Panel Wall Stud i ",tma..J,elk)mId ,/."gaNanl:droo,ngnail,/ "nooddlamet 3 WALL HT.(H) SEGMENT WIDTH(W) W
I 4 fiberboard sheathing ai111 long16ga Rapie,.hh1/;,or I"gown "III
8'-1" 0 "' ln/
MATERIAL FOR LOAD BRIG. STUDS, PLATES, AND HEADERS ARE TO BE IDENTIFIED IN Panel Span 1 Thickness Spacing : s 111 gypsum sheathinga i,2,m?lovar'I'I��.ngryR,sWpl,,Wanlsed, T I REFLECTIVE RED 9L11I 21ea, "
ACCORDANCE w/R602.1. I °a <galvansetlmoringnau staple galvanized, PANTONE#187 1o'-r' 3'-0"'
Minimum Nail Rating (Inches) (inches) Panel Nail Spacing ( Ultimate Design Wind Speed m h a/°"gypsum,^e^�'^ 'e1a"long 1l s«ews.type was
..- . p- g ._.,_., ..._., g ,....-,.. "'p- . -1.1. wood,trueturei panels,combination.ubflo°r undertayment to framing
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS I ---'---_- -• .----__.._......__ i 4.. _. __ -..__- _. e STUD TO FOUNDATION CONNECTION It
OF THE LIMITATIONS SPECIFIED IN FIG. R502.8.CUTS, NOTCHES,AND HOLES BORED IN I Wind exposure category a1a and less 6d,deformed(2•x 0120•,nail,a 6 12
..... -_ .._..-.. ._.�.......... .........- - -.. __.,..._ ..-. ...... ._... ._... ._..-. .._ / Bd,deformed
x 0131-)nail
.. 1,e•_," fH eamm�nle„'--131-,rail°' 6 t2 SIMPSON MST2720GA.METAL STRAP, F-j
't DESIGNATION FOR STRUCTURAL COMPONENTS
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH i Edges Field I , 8 etl defarmad(.1I,x0120").11 z
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER IN ,a_,l,. Tod calms° W x 0148•,mll,a 6 2 12"MIN.ON STUD SURFACE ) THAT ARE OF TRUSS TYPE CONSTRUCTION TYPICAL UPHD8 INSTIbLLATION II It
Size ; Penetration(in) _ (inches o.c.)�(inches o.c.)i B C D Bddefometla1f1x012o,inn = J .. HOLDOWN W/ 5/8"I'fFIREADED ROD
ACCORDANCE w/R502.8.2. STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ 'I-. - -....,_ � - .---.__-- _.____ -. "-" `"- � - _-__ for SI:l Inch=25.4 min,1 foot=304.8 min,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa, s-
n 1.5 24/0 3/8 16 t 6 12 140 115 110 II �
R602.6. (SEE DETAIL) 6d Common ._. .__"-_... __»__..,__ _..__.. -. .__.___.__.�.. .-__..._'.--._- ..--.,_ __._.._.....__.------ ..__.__. . _ ...,._.___._.._...- ..,._._--_ ..__..-__ _.. .._._...--. -_.__ a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for II II u- LD
s. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO :8d Common 1.75 24/16 7/16 16 6 12 170 140 135 framing and sheathing connections shall have minimum average bending yield strengths as shown:eo ORI EQUIVALENT) 4? FLOOR FRAMING INCLUDING W (S)
„ j ksl for shank diameter of 0.192 Inch(20d common nail),90 ksl for shank diameters larger than 0.142 REFERENCE 3.3B n n ' NOTE: ' ,'-a N J
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4 ¢� SPHERE 24 6 12 140 115 110 Inch but not larger than 0.177 Inch,and 100 ksi for shank diameters of 0.142 Inch or less. / 1, GIRDERS AND BEAM$ N w
t. STAIR TREADS SHALL BE 1 1/4"-THICK CLEAR OAK,UNLESS NOTED. (.-________..._._..__.____.___...�_-'.__..__,.-.._.-__-_.(._-___.._..._...-_-- ._._._ __.___A.___,.___.. .-_.__s.______ - -.-_-_ ._ ____._:_.___. �._..._,__. .__._-_.; T FOR NAILING 1 ? F MAYBE (V W
I Staples are 16 gage wire and have.minimum /16-Inch on diameter crown width. REQUIRED ''
u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. c, Nails shall be spaced at not more than 6 Inches on center at an supports where spans are 48 inches WRAP&NAIL STRAP AROUND STROKE " n ROOF FRAMING FOR SHEAR : I �
v. WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT or greater. SILL @16"OC ON EACH STUD y
d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. 6 DIAMETER "FR" Z Q Z
GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inehes� e. Spacing of fasteners not included in this table shall be based on Table R602,3(2). �/8"%%c ANCHOR BOLT@36"OC 4, L7 W C) 0 ✓: Q
NOT GREATER THAN 450, IN ACCORDANCE W/R302.9.4.TESTING METHODS MUST f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL ...� Q < .4
e- Q 3 04 Z
COMPLY w/R302.9.3 supports within 48 inches of roof edges and edges,nails shall he spaced at 6 Inches on center where LSTA36 1,305 lbs.UPLIFT 18 GA. 1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. (lily U Q Q
w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psfl the ultimate design wind speed Is less than 130 mph and shall he spaced 4 In:hes on center where the 1/4"x36"
x.PROVIDE 1 "WOOD CLOTHES ROD IN ALL CLOSETS. 1500 2,000 3,DO0 £4,000 ultimate design wind speed Is 130 mph or greater but less than 140 mph. TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS SCALE:
g. Gypsum sheathing shall conform to ASIM C1396 and shall he Installed in accordance with GA 253. FLOOR TO FLOOR CONNECTION If lr
y. CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/R702.4, OTHER Converitlonal Ilght-frame construction Fiberboard sheathing shall conform to ASTM C208. REQUIRED FOR UPLIFT 1/4 = 1
FINISHES TO COMPLY W/R702.5,& R702.6. 1-story 12 12 12 12 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing
z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 members and required blocking and at floor perimeters only.Spacing of faseners on roof sheathing OPTIONAL NAILS END ENGTH
panel edges applies to panel edges supported by framing members and requied blocking,Blocking of (WOOD SHRINKAGE o 12" PICAL t�0 T
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 roof or floor sheathing panel edges perpendicular to the framing members ne6d not be provided except MAY OCCUR AND
as required by other provisions of this Code.Floor perimeter shall be supportell by framing members or y
solid blocking. CAUSE STRAP TO o O ,pJ
4-Inch brisk veneer over light frame Or 8-Inch hollow concrete masonry . Where a rafter is fastened to all adjacent parallel ceiling joist in accordance with this schedule, BUCKLE OUTWARD) r j *
1-story 12 12 12 12 provide two toe nails on one side of the rafter and toe nails from the celing Joist to top plate In TYPICAL STUD PLATE TIE SERIES - SP4
ROOFING/SIDING NOTES accordance with this schedule.The toe nail on the opposite side of the rafter s'all not be required. `' '
2-story 21 16 12 12 //••�� 9 /�l l o _
a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904,&R905 AND ry J. RSRS-011saRoofSheathingRingShanknailmeetingthespecifrcationsInA31MF1667• INSTALLATION l I V O.C. FLOOR TO FLOOR CONNECTION 7
3-story 32 24 16 12
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE
INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. ,S-Inch solid or fully grouted masonry RAFTER TO DOUBLE TOP PLATE DETAIL 11
{CANTILEVER CONDITIONS) CLEARS N � 77006
b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 EXIST 2X4 STUD WALL @16"D.C. n TYPICAL LSTA FESS110
2-story 29 21 14 12 PROP INSTALLATION @ 16 o/c 17
STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5. DETAILS OF FOR NAILING DOUBLE LVL 3/9/1 6" g LSTA24-980 lbs.UPLIF DWG. NAME:
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENER :2-1 dX1 1/2 TP r TYPICAL KST237
cli
OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D.IN ACCORDANCE w/R905.2.7.THE REQ'D RAFTERS/TRUSS 20 GA.1 1/�"x24"
UNDER-LAYMENT IS TO CONFORM w/ASl MD226, D 1970, D4869,AND D6757,AND IF FASTENERS:10-10dX1 1/2 Tpr EXISTING 2X4 SILL LSTA24-980 lbs.UPLIFT 20 GA. Izz- DETAILS
PLATE 1 1/4"x24" / L o•
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For 51:1 Inch:25.4 min,1 pound per square foot e 0.0479 kPa. PLATES A_ END L NGTH
c.FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF 1"MIN.
UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED a.Where minimum fasting width Is 12 Inches,use of a single wythe of solid or DOUBLE PROPOSED 2X4 DOUBLE TOP PROVIDE BLOCKING o 12" YPICAL & NOTES
fully grouted 12-Inch nominal concrete masonry,unRs Is permitted. TOP PLATE PLATE
BITUMEN SHEET, IS TO BE USED&IS TO EXTEND FROM THE EAVE'S EDGE TO 24"MIN. o
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& a REFERENCE 3.38 FLOOR-TO-FLOOR
FOR NAILING DWG. NO.:
U REFERENCE SAB
R905.1.2. >_ FOR NAILING 12'MIN. INSTALLATION @ 16"o%
d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN
ACCORDANCE w/R703.8, R903.2,& R905.2.8.
e.HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ 2X4 STUD WALL @ 16" / PROP 2X4 STUD WALL @16"O.C. STRAP @
O.C. 6-10dX1 1/2" � � EACH STUD A - 2
f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/703.2 TYPICAL H16 -1470 lbs. UPLIFT (0.148"X1 1/2")
R703.3.2. TRUSS/RAFTER TO DOUBLE °/ WALL TO CRIPPLE WALL CONNECTION
PLATE INSTALLATION
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