|
S - -
<br /> . (- �=-, EXIST C2X 4ETE POR<H I,
<br /> I STRL•nWE-. _I -
<br /> y
<br /> 4x4('05 I. 1
<br /> i I ( I- 1 I _ I f 1 WAI I CORNY
<br /> I I I , I I T��._ 'J 8-11. 1---1_�: TT-1_. I _•
<br /> -__ -
<br /> ' I I I �I I I I 1 ! I ( I I I 1 1 I 1 I _ J i-EkST art OFF BEAM/ND PF•E •
<br /> 11 J 2 "`7
<br /> 6 I I ' I i CJI I 1 ! I I I .1. I _�'. cou+4+isa� • c •
<br /> 1 I i-,.I I I I I I ! I I I 1 L--jii7 GL6 k:Etl5Fa0TIN6� 1. I Itrn.i81(7Gi...,.w.
<br /> ' i I id' i'l-I I I I 1 I i F I -_i• xAL OW AI 51.A» _ � 1 _ _-_-t
<br />. ; fI
<br /> , I I �1 -trj ! I I i I I` .I I-1 i I l l i
<br /> I - , ,'I -I-+-4--F--i-4- I--I --I--1--1--1-4-a--F- 4�roSTWPO IMEM
<br /> -1L .1I I 1 I - imiureca ,..111 MEI -
<br /> q 5I 1 1 -- POSTS 000.
<br /> �' I I I , , , -yI AI- I--1 _ 1 II�� P79W(�M5I3<
<br /> > 1 I E 4 .,I I--I I k - I-
<br /> D` BOTE
<br /> I I 1 1 • --- 11 It ri I M .� IBfG7DBL
<br /> F
<br /> 4x4 1. 1--1 _
<br /> I1 i1 TT.'4 .' 13_ I 1--1 __,_4 BN POST ABOR< z
<br /> PG•••TCAP . . _ rd I 14.a BELCH o
<br /> •.snH6 0.5E I I _ p R34 POST MO.EN
<br /> QI �� II II -yI GS -- 4 CAP TOP 4 CET- - �TT �-- - w
<br /> 'QV I /���'�� -,6
<br /> OvErAMr� I /"I! 4x6 I I r rosTHAW eon1 _ ----
<br /> L----F t//�//6 '�/��✓/�,/'� TIE5ENE5 FWNC�i O FIT EXIST /ems, rPER
<br /> _'_JI ; -:� _.: - .. L_ - -- r s -pyx. &_-= __FY) -4=-
<br /> .1//!4K111/1"4///It.1h//Ih.- acernna1s 0(E) - --_<4.).
<br /> M- Ir.1 IZAFTH2/caLI.M 1 f-I � �_ a
<br /> 11• 7773/4 x114 LN. I g \
<br /> II (HANG L tE OR 6L - 111 'x- '� nE TO WA BEAM. I -
<br /> ros
<br /> M 1 -I 1 p@S - - 3vxBO c O MTS
<br /> I II il^ 1 6 I 0 : . - ..- +---twt�.NSa<BOR. _ ci
<br /> z
<br /> m I -. s I SWATH FACE of II I I', g L 0615 aro ti 1 1
<br /> 3 I • � 1 3 1 II I NALL AS W6 51 ip I "CEVP. -- I I
<br /> iIHTMLP�w6 1I .12 I1 + A7k1II j �_ �i r T T -
<br /> 1 - rr D 111 ( - Ni G • m a E• I �• -�J i � T4
<br /> DB
<br /> SWAB-ALL I I I-- •- I -
<br /> - I q JI I 1124'0.C.,1 •24/0. I z. , I 1 _ + -4
<br /> t $[ �I LLL
<br /> I TNA422 � i© I I I • ,I I I
<br /> IA • I (3YL cm, I `.$I I Itt� ` 1� ."_, x 91/2 L M1-,• I •
<br /> I 7(2)I3R x11/4LA � ( �F ,�L-I",_.�_� - 1=-__ I_ I I.I n /ti n n n
<br /> F loft y
<br /> •(CONf.3 SPINO . 4,; 4x6 POST 4x6 POST
<br /> •
<br /> 1IX*6(PROVIDE STIP CAVITY 4x4 KP W EPG 22 1 ¢I�I POST " PO57., I 1 `.•, 16 RAFIH5.26'OL.W STC RETE PORGN w
<br /> v� 1 1 2.6 COLLAR TIES W(3)505 AHI POST EAST W 5/8Y
<br /> TO RECEIVE IWNS@1 �'T CAPp OP I •F1546 IPROJIDE 4x .© •- 1 - © 11_ V4 x 3'SCRB•b EA HO THREADED ROD,DRILL 0
<br /> NVEPOST CAP BOR. 13LK6 M 5nA GAM' r.;l = / I-r-I 3/4'0 xfi'HOLE A10 r�AHU POST BASE W 5/8'0
<br /> P•" � EPDXY �� 1--d6-----...-__I TFRFJd'�RODS DRILL CCO
<br /> 3/4'0 x6'HOLE Mb L p
<br /> TO RECEIVE HAH6T31 i i n FAT1112
<br /> 12 f3p45�COW. I I ''1 I I EPDXY I_I--I oNo
<br /> LOWITEV1NAL BOI T.(TO jS STRIP FOOnFYa W P.T. W
<br /> 411110
<br /> POST Mg, IIFEEMI
<br /> POST EAVE C- �FRAMIN6 FOR
<br /> kV�G W EPL aPPDRr sIRMSaRs- N _ J J
<br /> DECORATIVE PGRCF Q LLI
<br /> PST GAP 511119
<br /> 1M POST CPP �_- _ STAIR ENCLOSURE PER I- U
<br /> ARCA
<br /> ROOF FRAMING PLAN UPPER FLOOR FRAMING PLAN FOUNDATION - MAIN FLOOR FRAMING PLAN Cr) Lu o
<br /> O V4'•1,0' V4 .I-0. 1 V4•"1,o• F-
<br /> 0 2 4 8 12 Ff. 0 2 4 8 12 FT. 0 2 4 8 12 FT. _l gcc
<br /> J I,f.f to W
<br /> v. .I•w vs
<br /> CC N W
<br /> ROOF FRAMING PLAN NOTES(Typical unless noted otheriwae) FLOOR FRAMINGPLAN NOTES(Typical unless noted otheriwee) FOUNDATION MAN FLOOR FRAMING PLAN NOTES(Typical unless noted otheriwse)
<br /> I. DO NOT SCALE DRA IROi. REFER TO ARCHITECTURAL DRAI4%55 FOR ALL DIMENSIONS. I.DO NOT SCALE DRAWIKf5. REFER TO ARCHITECTWAL DRAWINEfi FOR ALL 01141360a I. CO NOT SCALE PRAWHYfi.REFER TO ARCHITECTURAL 0RAHIN65 FOR ALL DIMENSIONS.
<br /> 2 ROOF SHEATHING SHALL BE V2'APA RATED PA1435(FJ'o511RE I,SPAN RATING 32/I6)FACE BRAIN PERPBDIC.UAR 2.FLOOR SHEATHING SHALL BE 3/4'705611E AID 6RIXNE APA RATED PANELS(F. 1E I,SPAN RATING 48/24). 2 lit BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE IB'MINMIM SDN GRADE
<br /> TO SU'PORTS OVER ROOF FRAMING PER PLAN.NAIL SFEATHIIK AT ALL FRAMED PA1a B76E5 WITH 3D AT FOL. SUE AND NAIL AT ALL FRAMED PANEL ED6F5 WITH 50 AT 6'OL.AND TO ALL IMERMEDIATE FRAMN6 AT S'OL.
<br /> AND To ALL INTERMEDIATE FRAMING AT IT OL. 3. SEE PLAN FOR.1015T STRENGTHENING.
<br /> 3. 18.1 HEADERS OVER DOOR AND 51816051 OPBUN555 SHALL BE(2)2X8 MINIMUM UHO_ PROVIDE(2)TRIMMER 51515(MINIMUM) 4.HEADERS OVER 1434 DOOR AND 51114704 OPINN%SHALL BE(2)2X8 MINIMM. PROVIDE(2)TRWER SUPS(MNIML
<br /> EACH END OF ALL HEADERS BLESS NOW OTFERWSE ON PLANS.Sff DETAIL II/A22 FOR TYPICAL It15TALLAT1oN.A AT EACH BD OF ALL HEADER`U&EG NOTE)OTHERWSE ON PLNY. SHE DETAIL X/A22 FOR TYPICAL
<br /> 4X FE-EER OF MATCHING DEPTH MAY BE SESTITUHED FOR(2)2X ME-BERS. INSTALLATIONA 4X MH'EER OF MATCHING DEPTH MAY BE 51.55T1Tf1ED FOR(2)2X MEMBH25. CC
<br /> 4. PROVIDE(2)STUDS(MINIMUM)AT EACH END OF ALL 184 BEANS 1111F55 NOTED OTERWSE ON PLANS.BEAR BEAM HILLY 5. PROVIDE(2)51105(MINIM)AT EACH BID OF ALL NEW BEAMS 11E55 NOTED OTHERWISE ON PLANS.BEAR BEAM 11 O
<br /> ON EMT UP COWMM AND PROVIDE AC,PC,OR LPC CAP. ON BUILT IP GOLU1N AND PROVIDE AL,PC,OR LPC CAP.
<br /> 5. W 0 INDICATES SHEAR WALL.SEE SHEARWALL SCHEDULE FOR CONSTF xiicN REGMR@•@ITS. S. W• INDICATES SHEAR HALL.SEE SFEARHALL SCHEME FOR GOI45TRUCTioN PEOIRE5NTS. LL Z
<br /> 6. ALL ICH EXTERIOR HALLS SHALL BE 516,BLESS N01E0 OTERWSE ON PLANS. 1. ALL 184 EXTERIOR HALLS SNALI.BE 516,U1ES NOTED OTHERWISE ON FLANS. Q
<br /> 1. PROVIDE HI HURRICANE TE AT EACH 1RXf/AFTER WERE IT BEARS ON EXTERIOR MALL 8.MANCI
<br /> PARRED LUMEAA,PRODILTS ,LVL,P51_,EL)SHALL BE INSTALLED 14TH A 1(3611151 Gotte'OF 12% Z
<br /> S. MA LFACTLR D LUMBER FRODLGT5(LB.LVL,PSL,61.)SHALL BE INSTALLED WTH A MOISTURE CONTENT OF 12%OR OR LE55.THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTEN TO PREVENT THE MOISTURE CONTENT ZCEL
<br /> LESS. THE CONTRACTOR SHALT.MAKE PROJ151016 DIUWN6 C015TRUCTION TO PREVENT THE MOISTURE CONTENT OF OF INSTALLED BEAMS FROM EXCEEDINS12%. 0
<br /> INSTALLED BEAMS FROM EXCEEDIN612%. 9.ALL POSTS ABOVE SHALL BEAR FULLY UON BEAMS OR POSTS BB.OH AND SHALL HAVE CONTIN101/i NEL BEARING IJ Z
<br /> 9.SPLICE ALL TOP PLATE SPLICES PER DETAIL 12/A22. TNROU6Hi FLOORS TO 11E FOUNDATION Z Z
<br /> 10. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL RECUIREMENTS. b. SPLICE ALL TOP RATE SPLICES PER DETAIL 12/A22 0_ Q
<br /> II. REFER TO BUERAL STRUCTURAL NOTES FOR ADDITIONAL REG)IRBMENTS. Q
<br /> ROOF VENTILATION NOTES 0 Z LL
<br /> PROVIDE MIN.I SQUARE FOOT OF VENTING PER 150 SO FEET OF VENTILATION Z LL
<br /> AREA WERE PEAK VENT IS<3 FEET ABOVE EAVE VENT. DQ o
<br /> cc o
<br /> N
<br /> PROVIDE MI.I SGIARE FOOT OF VENT616 PER 300 50 FEET OF u_W. CC
<br /> VENTILATION AREA WHERE PEAK VENT 15>3 reel ABOVE EAVE VENT.
<br /> PROVIDE>50%AND<60:%OF THE REQUIRED VENTILATING AREA AT THE
<br /> PEAK VENTS AND TIE BALANCE OF TIE REQUIRED VENTLATION AT THE
<br /> EAVES.
<br /> NOTCH SHEATHING PER VENT MANUFACTURERS RECOMMENDATIONS,
<br /> COORDINATE NTH STRUCTURAL NAILING REOIIRB•ENTS.
<br /> DRILL OR NOTCH RAFTERS FOR GROSS VENTILATION WERE CONTIMIGIIS
<br /> PATH OF SUPPLY OR EXIT AIR IS BLOCKED BY FRAMING. 3 UUU
<br /> LEGEND
<br /> - --EXISTING BEAM OR HEADER TO REMAIN
<br /> ----EXISTING JOIST OR RAFTER TO REMAIN
<br /> 1,434 JOIST OR RAMlb<PER PLAN
<br /> - --534 BEAM OR HEADER PER RADATE: a-6-laN JOB NUMBER 1114
<br /> RLE, A2-1D115 1/4"
<br /> S'EEI * 2.1
<br />
|