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Energy Code: 2010 New York Energy Conservation M 0
Location: Suffolk County,New York
Construction Type: Single-fa m5ly
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Project Type: Addition
Climate now 4 15759 HDD) Adligalibh16. 0
Perrit Dat -e: >"
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Permit Number: 11111111=1111111\,. — --------7---- U
Constriction Site: Owner/Agent: Designer/Contractor: <
5375 sound Avenue Nancy rieryie,-DaTiqn ConsiAing, 4,A k6. - z
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Compliant-a statement The pad building design described here k consistent with the building r:ians,specifcatioris,arid other
calculations submitted witii 0-ie ortor-it applicat;on.The proposed buikEng has been designed bo meet the 2010 New York Energy I I LI Li I Li II I I .1 I
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47 -:.97.23 2t.r7-�-90='_7._7 EXISTING CONCRETE SLABFOOTINGS SHALL BEAR ON
TO REMAIN SLAB ON COMPACTED FILL UNDISTURBED SOIL WITHIN p,•i o
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2-2.:�r._-:I.4,,2-2- +••=c1.M3 3: .==.2:,• 2.. I .5 TONS PER SQUARE FOOT aj °-0
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I I BUILDING SECTION "A" ;. ��
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
SCALE: 4" = 1'-0" °
'iEA-"1-1E R'N', SEVERE
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TE J•J!TE t:1ODI .:A-IL'TO 1-1FA4r(
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1ECA! S_IGt-iT TO VOX A-E
WINTER DESIGN TE\,1F. i i GENERAL WIND PROTECTION CONNECTION NOTES
iCE S`IIELD UNDER- AS PER,MANJFAC.URER'S Adapted from Standard for hurricane Resistant Residential Construction; SSTD
A't:"=\T F,F;1;;=;> T F• 1> 1 AT �t1S!` TATE C 7.;-.:1t 10-99 and 2001 SBC High Wind Edition `Wood Frame Construction
Fasteners and Connectors for Wood Frame Construction •
-.COD -1AZAKDS
I . A continuous load path between footings, foundations walls, floors, studs and Z
DESIGN LOAD CALCULATIONS roof framing shall be provided.
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2. Approved connectors, anchors and other fastening devices not included in
V \MUM LNIF vL'! U `Klb1 FES LIVE LOADS ;1b:-.,1) the Standard Building Code, Table 230G. I shall be installed in accordance with J
EX ER DR BA CO\I_S co manufacturer's recommendations. (D ro
-'C=` ' 403. Metal plates, connectors, screws, bolts, and nails exposed directly to the Z
ATT o s w!7. lX_ 1- STORAGE 30 weather or subject to salt corrosion in costal areas, shall be stainless steel or
ATT;CS':.'ITH STOR111,E 40 TABLE R30 I .G hot dipped galvanized. U u
RCOM;.-:' (0 -' Ir AN t;'-XE1-1\G LC�'OVS 40
't; ,
/ 4. Where windows and doors interrupt wood structural panel sheathing and C
'3LEE='I\G :ZOOMS, - o
A:1.CWABLE DE^LCCTION C"Si7RUCTL'RAL MCM23E;S siding, framing anchors or connectors shall be provided at the top and bottom (n >
STRUCTURAL MEMBER ALLOWABLE DEFLECTION of cripple studs, header studs, and at least one stud at each side of opening. Q z
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CH rkIA - "- .A_C.L.LAI GNU' LEAD LOAU z
A.....:1 OIL-'.L bili.i'1H I U C.;;'. MAIL tlik_ ;,*,::1-'..-kJ,10.01 :C) A_ .A, ::;.'tf a !:en
raVi-� slos greater Lilt-30 5. Ridge straps shall be attached to each pair of opposing rafters except where
AR3I1 TF;='JRA GRA=-ib.: STANDARDS :hal 3/I 2 wi:i no f-iis'- d c.eii r.a collar ties of Ix6 or 2x4 lumber is located in upper third of attic space and Ll_1 0
:a::a:-ti= t:-:riff---1---, attach to each pair of rafters. in
SNOW uteri�r walls pa figs Ili 8C G. Uplift connectors shall be provided at each rafter bearing. _ D
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i , !- -(.•'.'•-s 1'2:`f•rcri co' r���., L/3 f.
Gf`i?.. \D .-tb`.`,. LX:,�.f J 1�: . 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4'
Al 7.•:17.r s rLctu-a iie"-rtcrs 1/240 of exterior corners. ,14!„._ ,
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• ^Iti ai, .1,i` !Gr i+:;i withn!:1st I-12.L0 ''c:-/ ,t, • ,,,,1.-A\\ z
•;t`- \ (.A I I=•_,(,Is, r, ,:t,ccc, n7.riri 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the I. * 1 r.i� ' ill Z
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x '\ 't�;._,�:ii.-.i : - i 'i
;3x32-irrr;' l 5 - !•.i',7.+ IP",os Itli L12,t% r, ;_�'
1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 'r'.'�_r;i, !} --
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2-ittl;-! =r,i -ire:, inches of each end of each late. Anchor bolts shall have a minimum embedment
f of
4"1 V2.) ;I-:-L) i 2u mp;•1 :-.Y.L'.:-)e.-As.v I 5 - r.1•'d 1.f.-. 5 '.^. ..-1-1 L/1 20 of 7 inches in concrete/masonry foundations. Anchor bolts shall be located
X`-CSU CA ir EGO RY s 'lex t'e I n ies within 12 inches of corners and at spacing not exceeding 4 feet on center.
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UNAUTHORIZED ALTERATION OR ADDITION TO rills OR4W7NG AND RELATED DOCUMENTS lS A VIOLATION \ ' t' -.:W