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DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). TABLE R402.2
MINIMUM SPECIFIED COMPRESSIVE V-3 Pi E t T
WIND SUBJECT TO DAMAGE FROM STRENGTH OF CONCRETE
WINTER AIR ANNUAL ICE BARRIER USE/
GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT TYPE OF MINIMUM SPECIFIED
SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE TEMP. INDEX TEMP REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCTI DN LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA
CONSTRUCTION SNOW STRENGTH (fc) (A)
LOAD (MPH) CATAGORY EFFECTS REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE DECAY HAZARDS OAD LOAD
24 psf NO NO YES C SEVERE MODERATE SLIGHT TO 11 599 599 YES FROM 1998 40 psf 20 Ps PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf SFD 321- FINISHED BASEMENT=NO CHANG 1ATHERINNG POTENTIAL
140 R 36" 1 TO HEAVY iMODERATF, FIRM MAPS f INTERIOR ZONE 29.6 psf INTERIOR ZONE 24.6 psf 4" 27'-7" 1:3 FIRST FLOOR=NO CHANGE TYPE V TYPE OR LOCATIONS OF
SECOND FLOOR=NO CHANGE CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE
BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT
2020 NYS UNIFORM CODE: SOIL BEARING CAPACITY FOR THIS SITE ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER EXPOSED TO THF WFATHE.R 2,500 2,500 2,500(C)
THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE IS BASED ON TEST HOLES BY OTHERS
WITH 2020 RESIDENTIAL,BUILDING CODE AND HAS BEEN DETERMINED TO BE BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT
PUBLISHED BY NEW YORK STATE. 2,000 PSI(SW,SP)PER TABLE 8401.4.1 GARAGE FLOOR SLABS ',5(H) 2,$(x) 2,500(C)
OF THE 2020 RESIDENTIAL BUILDING CODE
TO THE BEST OF OUR KNOWLEDGE,THESE PLANTS PUBLISHED BY NEW YORK STATE. BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALT. AND
COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND OTHER VFRTICLE CONCRETE WORK EXPOSFDTO WEATHER 2,500 3,000(D)
CONSTRUCTION CODES ACTUAL FINISHED GRADE
MAY VARY DEPENDING ON PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE
WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(DJ
EXISTING GRADE CONDITIONS E,F) j
500(DXX)
NOTE:
All..I.,Ui\4BFR THAT COMES IN CONTACT WITH SEE DETAIL SHEET FOR FOR Si: I POUND PER SQUARE INCH=6.895 KPA.
CONCRETE WILL BE ACQ LUMBER. HIGH WIND CONNECTION A.AT 28 PSI.
ALL FASTENERS FASTENERS FOR PRESSURE REQUIREMENTS B.SEE TABLE R301.2(t)FOR WEATHERING POTENTIAL.
C.CONCRETHIN THESFLOCATIONS THAT MAY BE SUBJECT TO FRFE71NG AND THAWING
TREATED WOOD ARETO BE HOTDIPPED DURING CONSTRUCTION SHALL BE AIR-FN'I'RAINED CONCRETE IN ACCORDANCEWITH FOOTNOTE D.
IGALVANIZED OR STAINLESS STEEL PER R= D.CONCREA-E SHALL BE AIR E.NTRAINED.TOTAL AIR CONTENT(PERCEN'f'BY
SHALL NOT`BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCEIVE
E.SEE SECTION R402.2 FOR MININIUNI CEMENT CONTENT,
F.FOR GARAGE FLOORS WITH A STEFL-TROWELFD FINISH,REDUCTION OF THE TOTAL AIR CONTENT
TABLE R301.5 (PERCENT BY VOLUME OF TO NOT LESS THAN 3 PERCENT PERMITTED IF SPECIFIED
MINTMU"I
ITIFORMLY DISTRIBUTED LOADS(PSI)
,N COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi.
Iii
USE LIVE LOAD oz
vl
UNINHABITABLE ATTICS WITHOUT STORAGE 10
UNINHABITABLE ATTICS WITH LIMITED STORAGE. 20 6v
HABITABLE ATTICS AND ATTICS SERVED wi'rH FIXED STAIRS 30
BALCONIES(EXTERIOR)AND DECKS 40
FIRE ESCAPES 40
GUARDS AND HANDRAILS 200
GUARD IN-FILL COMPONENTS
NTS 50
PASSENGER VEHICLE GARAGES 50
ROOMS OTHER TITAN SLEEPING ROOMS 40 88'5"
SLEEPING ROOMS 30
STAIRS 40
TABLE R301.7
LIJ
ALLOWABLE DEFLECTION
OF STRUCTUAL MEMBERS(b,c) m
En
STRUCTUAL MEMBER ALLOWABLE uuj
j
DEFLECTION 0
RAf71'ERS HAVING SLOPES GREATER THAN 3:12
WIT11 NO FINISHED CEILING ATTACHED TO RAFTERS Ld
INTERIOR WALLS AND PARTICIANS
A
FLOORS
CEILINGS WITH BRITTLE FINISHES
(INCLUDING I'LASTFR AND STUCCO) uYlo 10" DIA x MIN 40" DEEP
CEII..TNC,SWI'I'HFf.F,\TBI.EI,IN'1!3[TF,S
(INCLUDING GYPSUM BOARD) 1J240 OR TO UNDISTURBED SOIL
P.C. PIER WITH rox(o ACQ
ALL OTHER STRUCTUR-AL L1240
POST TO DECK GIRDER.
F,Xi'l-,RIORWALLS-WIND I.OAD'i (OWUH ANC�4OR PER DETAIL
PLASTER OR STUCCO FINISHES L/160
SPEET, TYP.
EXTERIOR WALLS-WIND LOADS(a)WITH oTnER
BRrITLEFIN ISHES U2110 LINE OF DECK ABOVE
EXTERIOR WALLS-WINT)LOADS(a)WITH -------------------------- -- -------
FIXXIBLEFINISITES 7
(3) 2XIO ACQ GIRDER % (3) 2XI0 ACQ GIRDER (3) 2 1 ACQ GIRDER (3) 2XIO AGO GIRDER 1 (3) 2XIO ACQ GIRDER (3) 2XI0 ACQ GIRDER % (3) 2XI0 ACQ GIRDED? + '
r — - — - — - 7,--E3
LINTFLS SUPPORTING MASONRY 0—� - — - — - — - -13— - --
VENEER WALLS(c) IJ600 I %, x
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LL
a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN,
THE WIND LOAD SHALL BE PEWv1FT'I'FDTO BE TAKEN AS 03 TIMES THE
COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 54'9't 1 3: (11
b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS T\V[CE THE LENGTH to
OF THE CANITLEVFR. >
c.FOR ALUMINUM STRUCTURA11 MEMBERS OR PANELS I TSFD
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LIVING AREA = 2,240 SQ.FT. STOOP
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THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES:
.140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,,HIGH WIND EDITION (WrCM)PURI-TS14ED BY THE 1.ALL WORK SHALLWITH ALL ST..kTF,MUNICIPAL,
BE PERFORMED IN ACCORDANC" UPLIFT-CONTINUOUS PATH CONNECTORS
AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINAT11 CES HAVING JURISDICTION AND
(TABLE 3.I,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. TI 13 AMERICAN INSTITUTE OF
PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WO: K PERFORMEE ON THIS PROJECT, USE SIMPSON STRONG-TIF,CONNECTORS
FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. FOLLOW PRODUCT SELECTION GUIDE AND
ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITION.;AT THE SITE.ANY DISCREPANCIES INSTALLATION MANUAL FOR HIGH WIND RESISTANT
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT CONSTRUCTION CATALOG C-HW02
I DESIGN CRITERIA-SECTION R304.2.1.1 (SEE TABLE 8301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT
ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT F( HIDDEN JOB CONDITIONS. ANCHOR BOLTS IN FOUNDATION USE:
DEAD LOAD-SECTION R301.4 EXISTING
RAFTER TO TOP PLATE(TOE-NATLED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER HAT ALL MATERIALS AND Simpson Strong-Tie
SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND TINA"'ALL WORK WILL BE SILL PLATE TO RIM JOIST USE: AC6
CEILING JOIST TO TOP PLATE(TOE-NATLED) 4-Sd PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM EXISTING AT EACH POST
FIRE BLOCKING R302.11 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY.
CEILING JOIST TO PARALLEL RAFfl.-R(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.1 RIM JOIST TO STUD CONNECTION USE:
POST
FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUC-ION MEANS,METHODS, EXISTING
CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP LIGHT AND VENTILATION-SECTION R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR"HE SAFETY PRECAUTIONS AND FLOOR TO FLOOR CONNECTION USE:
COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT EE RESPONSIBLE FOR EXISTING
CEILING HETGHT-SECTION R305 THE CONTRACTORS FAILURE TO CARRY OUT THE WC RK IN ACCORDANCE WITH THE
BLOCKING TO RATTER(TOE-NA ILF-D) 2-8d EACH END SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS RAFTER TO STUD CONNECTION USE:
TOILET BATH AND SHOWER SPACES-SECTION R307 OR OMISSIONS BY THE CONTRACTOR. NO CIIANGES.SHALL BE MADE IN THE DOCUMENTS EXISTING
RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GLAZING-SECTION R308 AND/OR THE BUILDING AS DESIGNED wri-Hour THE EXPRESSED WRITTEN CONSENT OF THE
GARAGES AND CARPORTS-SECTION R309 ENGINEER. RAFTER TO RIDGE TO RAFTER CONNECTION USE:
WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION 8310 EXISTING Simpson Stron-Tic
EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS DECK POST TO CONCRETE CONNECTION USE:
TOP PLATE TO TOT'PLATE(PACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION.ETC.) PBS66A FOR EACI I POST-USE 14- 16d NAILS U210 2X 12
14ANDRAILS-SF-CTION R31 L5.6 AND GENERAL LIABILITY IN AN MOUNT NOT LESS AT$5 MILLION AND AUTOMOBILE 00 T FACT I DECK/PORCI I JOIST
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE DECK POST TO GIRDER CONNECTION USE: 4-10d x 1 1/2"
STUD TO STUD(FACE-NAILED) 2-16d 24"O,C. SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. AC66 FOR EACH POST
FOAM PLASTIC-SECTION R314 1.0 b.. Simpson
U 2
AT
_I
(4
HEADER TO HEADER(FACE-NATLED) 1.6d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. T .GIRDER TO DECK JOIST CONNECTION USE:
INSULATTON-SECTION 8316 TOTS 12 @ EACH JOIST
TOP OR BOTTOM PLATE TO STUD(END-NAILED.) 2-t6d PER 2x4 STUD DWELLING UNITSEPARATION-SE.CTTON R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MAS C NRY TO BE WOLMANIZED OR PRESSURE 2"MINIMUM
MOISTURE VAPOR RETARDERS-SECTION R 3 19 CREOSOTED. SIDECOVER TYPICAL PORCHMECK di
3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 Simpson Strong-Tic
DR,
PROTECTION AGAINST TERMITES-SECTION 8320 8.0 MITTED
PBS
4-16d PER 2xS STUD SITE ADDRESS-SECTION 8321 66 LEDGER CONNECTIONS
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ACCESSIBILITY-SECTION R322 9.OMITTED AT EACH POST FOOTING
ENDJOIST OR BLOCKING(FACE-NAILED) 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323
I I FLOOD RESISTANT CONSTRUCTION-SECTION R324 10.OMITTED PORCH COLUNIN CONNECTIONS
FLOOR FRAMING
FOUNDATIONS-CHAPTER 4 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE THE RULES AND REGULATIONS OF
JOIST TO SILL,TOP PLATE OR GIRDER(TOP-NATLED) 4-8d PER JOIST DESIGN BASED UPON ON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL
THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE-PRESENTED 70 THE OWNER AT THE
AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL COMPLETION OF THE JOB.
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION.OR TEST HOLE,FOR ALTERNATIVE FOOTING AND
FOUNDATION WALL DESIGN. 12.OMITTED
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSI NS ONLY.
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACII BLOCK FOUNDATION NOTES:
EXISTING 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK
LEDGER STRIP TO BEAM(FACE-NATLED) 3-16d EACH JOIST ENERGY CONSERVATION CONSTRUCTION CODE. ALL,GLAZED ARE/,TO BE DOUBLE
FLOORS-WFCM PRESCRIP`I'IVE METHOD GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES.
JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST EXISTING
w15.OMITTED
BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FLOOR CONSTRUCTION:
I EXISTING 16.THESEDRAWINGS AND SPECIFICATIONS ARE INSI UMENTS OF SERVICE AND
W
BAND JOIST TO SILL OR TOP PLATE.(TOE-NATLED) 2-16d(SEE NOTE 1) PER FOOT SHALL REMAIN THE PROPERTY OF THE ENGINEER I ETHER THE PROJECT FOR I It
WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD WHTC14 THEY ARE MADE IS EXECUTED OR NOT. THEN MAY NOT BE USED
ROOF SHEATHING EXISTING ON ANY OTHER PROJECT EXCEPT'BYWRITTEN AUTH ORIZATION OF THE ENGINEER. ttl
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SIT SUPERVISION,ON-SITE
DIAGONAL BOARD SHEATHING EXISTING INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER,
CONTRACTOR OR LOCAL BUILDING DEPARTMENT.
I"xC'OR 1"0" 2-8d PER SUPPORT ICE PROTECTION(SECTION R 905.2.7.1)
UNDERLAYNTEN'T IN HIGH WIND(SECTION R 905.2,7.2)
1"x10"OR WIDER 3-8d PER SUPPORT FLASHING(SECTION R 905.2.8)
CHIMNEY'S AND FIRESPACES-CHAPTER 10
CEILING SHEATHING ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT
d COOLERS 7"EDGE/10"FIELD MECHANICAL-CHAPTER 12
GYPSUM WALLBOARD GENERAL MECHANICAL SYSTEMS-CHAPTER 13
WALL SHEATHING 14EATING AND COOLING EQUIPMENT-CHAPTER 14
EXHAUST SYSTEMS-CHAPTER 15
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET DUCT SYSTE MS-CI TAPTE R 16
COMBUSTION AIR-CHAPTER 17 x
FIREBOARD PANELS CHIMNEYS AND VENTS-CHAPTER IS _q
LL
PLUMBING-PARTVIT
7/16" 6d 3"EDGE/6"FIELD
25/32" 8d 3"EDGE/6"FIELD
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD P
t
HARDBOARD Sd SEE TABLE 3.11 THIS SHEET ts) Cp_
PARTICLFBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET � � O
0
DIAGONAL BOARD SHEATHING
x
S
I"0Wa
"-OR I"
' 2-8d PER SUPPORT 6
CO LL
I"x 10"OR WIDER 3-8d PER SUPPORT z
17LOOR SHEATHING
STRUCTURAL PANELS fu
1"OR LESS 8d 6"EDGE/12"FIT-TD �
STAGGER FASTENERS TABI,E R507.2
GREATER THAN V lod 6"EDGE/6"FIELD IN2ROWS DECK LEDGER CONNECTION TO BAND JOIST U-
ui
DIAGONAL BOARD SHEATHING (DECK LIVE LOAD=40 PSI",DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF)
1"xC'OR I"xT' 2-8d PER SUPPORT5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO
0 (D 5.5"MEN. FOR 2x 10 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN
I"x 10"OR WIDER 3-8d PER SUPPORT 5"MAX. 7.5"MIN.FOR 2x12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS
REDUCED TO THAT OF LAG SCREWS 6*and less 8'1"to 10, 10'1"to 12' ITT to 14' 14'1 to 16' 16'1 to I S' A\
_0 0 TO ATTACH I 2x5 LEDGERS TO 2x8 F � I I I I 1� 0
1.NATLTNG REQUIREMENTS ARE BASIFD ON WALL SHEATIENG NATI,FD 6"ON-CENTER AT THE PANT-1,EDGE. 314"MIN. ON-CI NTL' SPACING OI' CD
BAND JOISTS. f <,
IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, A �\
NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, 2"MIN. 1/2-INCI I DIAMETER LAG SCREW WITT 1/2-INCT I �
SUCH AS SHEAR PLATE'S,SHALL BE USED TO MAINTAINTHE LOAD PATH. MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 0 1
SHEATHINGLLJ
LEDGER 1/2"LA G SCREW OR 1311AIT W
2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF 1/2-INCH DIAMETER BOLT WITH 1/2-IN CH 36 36 34 29 24 21 1()
NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. MAXIMUM SHEATHING,(D) 0 ,
SIDING4 9'3
FIGURE 8507.2.1 (1 ) 1/2-INCH DIAMETER BOLT WITH I -INC[1 36 29 24 21 18 1=6 PESSIO%��,
-MAXIMUM SHEATHING,(E) I 1_16 T_
FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR ST: I INCH=25.4 MM,I FOOT=304.9 M11, I POUND PER SQUARE.FOOT=0.0479 KPA.
WATER TIGI ITNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENTWATER FROM CONTACTINGTHFHOUSE 13AND JOIST. JEFFREY T. BUTLER, P.E.
B.SNOW LOAD SI[ALL NOT BE ASSUME TO ACT CONCURRENTLY WITI I LIVE LOAD.
DECKING C.THE TIP OF THE LAG SCREW SHALL F j LLY EXTEND B EYONDTH F.INSIDE FACE OF THE BAND JOIST.
D.SHEATHING SHALL BE WOOD STRUC-URAL PANEL OR SOLID SAWN LUMBER, A to
E.SHEATHING SHALL BE PERMITTED T( BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING.
UP TO 1/2-INCH THICKNESS OF STACKS )WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS 0
WHERE COM13INFD WITH WOOD STRUC'URAL PANEL OR LUMBER SHEATHING. LL
N
APPROVED JOIST HANGE,RTABI.,E 8507.2.1
2"MI PLACEMENT OF LAG SCREWS AND BOLTS IN DECK 1LFDGERS AND BAND JOISTS
_2x LEDGER WITH FASTENERS
IN ACCORDANCE WITT I TABLE R507.2 FLOOR SHEATHING NI).TfJNG n
A
MINIMUM END AND EDGE DI STANCES AND SPACING BETWEEN ROWS
AT 6"MAXIMUM ON CENTER mQ)
TO JOIST WITH HOLD-DO i Simpson Strong-Tie
DTT2Z TOPEDGE BOTTOM EDGE ENDS ROW SPACING
FLOOR J TSTS TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCI1 2 INCHES(B) 15/8 INCI IES(B) 0 � � Z
Simpson Strong-Tic
rr
131711 Z HOLD DOWN BAND JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 15/8 INCI I
AT 4 LOCATIONS,EVENLY DISTRIBUTED 0
ALONG DECK AND ONE WITHIN 24"OF EACH FOR SI: I INCH=25.4 MM w
END OF THE LEDGER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BES AGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL
SHALL FULLY ENGAGE DECK JOIST PER RUN OF'THE DECK LEDGER IN ACCORE ANCE WITH FIGURE 8507.2.1(1). CIA
+ + + + B.MAXIMUM 5 INCHES.
HOLD DOWN MANUFACTURER.
C.FOR ENGINEERED RIM JOISTS.THE N ANUFACTURER'S RECOMMENDATIONS SHALL GOVERN.
+ D.THE MINIMUM DISTANCE FROM BO TOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL
+
+ + 0 CDtit
A FULLY THREADED 3/8"DIAMETER LAG BEINACCORDANCE WITHFIGURE R5012.](1). 0 cu
SCREW PREDRILLFT)w/MTN.3"PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER 1L
O,
Z tL
Lu
FIGURE R507.2.3(2) CL n
FLOOR JOIST DECK JOIST Q
10
DECK ATTACHMENT FOR LATERAL LOADS
(FLOOR JOIST PERPENDICULAR TO DECK JOIST) ol
FIGURE R507.2.30)
DECK ATTACHMENT FOR LATERAL LOADS
Aft