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EE GENERAL NOTE #21 Seal with permanently flexible Existing 2x wood framing v
<br /> / 11°K/ P0/EZ
<br /> 8c waterproof sealant min. 24" O.C. +r °�
<br /> TABLE 7.B Revisions
<br /> ATTACH PER /� FASTENER / CONTINUOUS 2"X6" DF LEDGER OR PROVIDE D.F. Larch.
<br /> DETAIL LA33 rl 11� SPACINGr x 4•Saud—/ SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) 20QAASTMA1058GRADE
<br /> X11111 AT SPLICE LOCATION. COVER W/ 0.019" ALUM STEEL ___ -)LA 41,,L
<br /> ta I STUD WALL (""""""""""'""""""Ti: ATTACH ALUM RAFTERS PER LA33 Itrro 88 RASCREWS
<br /> NDD
<br /> 30 SG = 0.5 MIN FASCIA,ONE PER RAFTER �, .- (f'j
<br /> ■ aR aE I DETAP. i `� ) -
<br /> ALUMilli r, 3.5" MIN /4 Lag Screw
<br /> Continuous 2"X fascia board /��'.
<br /> RAFTER 5 Completely Seal with SEE GENERAL NOTE g21. ,: tI
<br /> '" li 1/4" LAG SCREW ermanently flexible 0.018" ALUM OR 0.036" �--�� b
<br /> T ►,, umw murruraruuruuiwr� waterproof sealant HNA- M rs
<br /> 4.1 Air I/' W/ 2.25" PEN 4 IP
<br /> 11110 .25" mi IN " 1" MIN r. : ►_� V) diP4
<br /> ATTACH ALUM RAFTER '
<br /> M �. COVERING
<br /> 5ynthetic Stucco or AS PER LA33 1 ROOF A MAXN�IUM3 PSF v
<br /> LEDGER AND SHEATHIN Cher nont structural coveriny HEAVIER ROOF COVERIN
<br /> WALL ti max. thick) r-- 010:41, ��
<br /> A � SHALL REQUIRE AD01 nON . 0_
<br /> TABLE 7.7 SPECIFIES THE ALLOWABLE ENGINEERING ANAL =S f• o_
<br /> ATACHMENT % DISTANCE TO FIRST ROW OF POSTS 0' �_�4 "
<br /> —, .c. EAVEii
<br /> I °� ?o
<br /> DF WOOD 0 STUCCO ATTACHMENT DETAIL OVERHANG ,�
<br /> LEDGER OR STUD / WITH LEDGER BOARD POST ,� i11:.; N.
<br /> SEE GENERAL NOTE #21 THREE 4 Lin iw►X DISTANCE TOFlRST ROW OF , AI ...i N m
<br /> CONTINUOUS scREWS ,-- sne>ry RATTER EAVE OVERHANG
<br /> `�, , . z�
<br /> WOOD FASCIA sIi4 e- +r 16'• a4 ''
<br /> .., ----ALUMINUM RAFTER �` I PI' I. � ,�
<br /> �-► 10 pa 0x4 2111' 18'-10 1a-fa B': 8L4'
<br /> 140 mph Exp C 2x6 21'-1' 21'-r 21'-r 21' 15=7'
<br /> TABLE 7.6 SPECIFIES TYPE ATERNATIVE ITI -
<br /> 2:a 21'-1 21'-1' 2111 21.1 21'-1'
<br /> AND NUMBER OF FASTENERS ATTACHMENT T,1 20 pa Luo 124 e'-,a 54 24 ire' z ur+ ,. _
<br /> • A 2 140 mph Exp C axe 12'4 124 174 11'4 6' - a . • S
<br /> 2.5"A2
<br /> .�" axe 1T4 12-4' 174 12.4 1 ' fin=
<br /> 25 pa 2x4 11'4 24' 24 3-1' T t 1
<br /> 140 mph Exp C Leh 11'-9' 11'4 11'4 104 7-8
<br /> " DETAIL LA13 2xe 11'4 11'4 11'4' 11.2 11'4 ; PROF
<br /> FOUR #8 SM SCREWS #14 SM or LA08 140 mph Exp C hi 9-100'' 9%10' 9-10' 9.2 ter < t IN '9 ,
<br /> SEE TABLE 7.3 2xe a-+a 9-ia 9:ta 9-10 re-icy �`i
<br /> 0 3e pa 2x4 e;9' 3'-4' •T a4' � (7258O:
<br /> FOR QTY 140 mph Exp C axe 8'4' e'-3 8'4' T-1' 4'$
<br /> :
<br /> ,III , 2xe 8'4' 24 24' 6'4' 2-3'
<br /> 1 MI \--ALUMINUM INSIDE ONE BOLT DIAM. {MI Ii I 42 pa 2x4 7-1' 2-3' 2'4 1-1' 2-0' '
<br /> BRACKET LA16 -�i i�_ 14omphExpC 2xe 7-1' 7-1' r-r 24 5-8'
<br /> ••; •Ii STAINLESS STEEL ata T-1' 7-1' 7-1' 7-1' ..a.24
<br /> -r F
<br /> I..... 1 1 1 I, " " so 224 8-0' 4,1' 24 0'-T ,-0' 3 t 1. 4., '
<br /> „4 9 w/ 2 EFFECTIVE 4
<br /> ti•. 740 mph x C Lte e'-0' 8'-0' 8'4 4 ��'�
<br /> ,x..r. - ,' D RC PV
<br /> • " '6.- s:k,•.. EMBEDMENT HILTIaxe , g-0 e-0' eta a. V4 • "2; �
<br /> . ,
<br /> 3" POST7ALUMINUM BRACKET d *c...,-..:':..',%::.%,',:;' ; KWIK BOLT TZ sopa 9x4 24 2.8' 1-0' a 22 r
<br /> DETAIL LA09 OR LA12 +` i";;* :�s�`�,'' (ICC ESR 1917) 14omph Exp c axe 8••a SO e-0 r-1• +� a 031,2018
<br /> I -'' .....:-,v.,.....•,•. MAX FOOTING SIZE ate e4r a-0 au - E
<br /> SEE TABLE 7.3 F -1 4
<br /> COLUMN A FOR #14 SMS 3 0 FOOTING OR 4" I" d - 1 0
<br /> COLUMN B FOR " BOLTS r CONCRETE SLAB '9j 'r
<br /> ATTACHED SINGLE q` OF 1 2017
<br /> a uc a' - ,o 4 t •• ' ';,': ,� SPAN FOOTING ALUM W/ t=0.120' OR ST L p
<br /> i ` • " POST WITH 12' EMBED FOR
<br /> I CONCRETE SLAB FOR FOOTINGS UP TO d=39' OR 18' Cad Putnam, P. E.
<br /> CONSTRAINED FOOTINGS EMBED FOR FOOTINGS UP TO 3441 IVYUNK PLACE
<br /> d=48'. LYNCHBURG. VA 24503
<br /> TWO STAINLESS 1' OR GALVANIZED is HILTI KWIK BOLT TZ ANCHOR SEE SHEET M8 CARLPUTNAINOCOMCAST.NET
<br /> (ICC ESR 1917) W/ 2' EMBEDMENT CDR EQUIVALENT) AND 3/4'0 WASHER MN;'`•.iii .' ,. LA l
<br /> FOR ATTACHMENT TO 4' CONCRETE SLAB UP TO 170 MPH EXP C WINDS. • �F ... . 12 0- 18" [hid,*
<br /> rewn er
<br /> ATTACHMENT TO FOOTINGS USE TWO ANCHORS FOR FOOTINGS UP TO d = 26' FREESTANDING OR - iii-''f-: 36 clip
<br /> ATTACHED FOOTING Id :::?'•••• r:�:••,,:i cldP
<br /> POST ATTACHMENT DETAIL TO SLAB OR FOOTING I '•'''�''". `.4. : ;'�• • C1) X9' STEEL ROD CREBAR ab
<br /> OR HREADED) OR STEEL b,,,,,a
<br /> SINGLE SPAN ATTACHED UNITS 1...i—td---m..1 BOLT CENTERED ON POS LAT04.DwG
<br /> q 3 P&P!
<br /> Four Seasons ICC ESR 1953(2015 IBC) 112812017
<br /> Page (P..�!6 019@ ‘11%,...--.......-...--.1I� i
<br /> i
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