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4 GENERALNOTES <br /> A. CN/ OVERALL SITE PLANS FLOOR PLANS FOR EXTERIOR CONCRETE <br /> SLAB WORK. <br /> B. TYPICAL. WAILS SHALL HAVE 2X6 STUDS AT 16" O.C. W/ 5/8" DIA, <br /> nN 'j— <br /> c-,c_> <br /> X 12" ANCHOR BOLTS AT 2'--8" O.C. <br /> N <br /> TROT -ION JOINTS IN SLABS ON GRADE ARE x <br /> C. CONTROL. JOINTS/ CONSTRUCT Ld <br /> APPROXIMATE LOCATIONS ONLY. CONTRACTOR IS TO DETERMINE FINAL (jw C A, <br /> z <br /> IOINT LOCAFIONS PER THE FOLLOWING GUIDELINES: <br /> J <br /> k MAXIMUM LENGTH 13ETWEEN ANY CONTROL, JOINT TO BE 15'.-0" <br /> ZL\ <br /> B. MAXIMUM AREA OF CONCRETE SLAB ENCOMPASSED BY CONTROL <br /> 11 7/8 TJI 210 AT 24" O.C. JOINTS IS TO BE 150 SQUARE FEET. <br /> C, MAXIMUM ASPECT RATIO SHALL BE 1,5 TO 1,0. <br /> D. CW/ ARCH, FOR ALL DIMENSIONING. <br /> NEQUIREMENTS.EC'vV/ RFOLROOV(�j;L�x� <br /> F, TYPICAL EXT. HEADER TOBE RE: S4.1--3. <br /> G, ALL TOP PLATE SPLICES SHALL COMPLY W/ S4,1--4. <br /> ATTACH MULTIPLE LVL BEAMS PER MANUFACTURER REQUIREMENTS. <br /> Lu <br /> x <br /> 511--1 1 <br /> (-1 <br /> Sim, <br /> 6 Z 0 M" <br /> Ln jA,M U1 <br /> 'Y <br /> 01 <br /> xz' <br /> CD <br /> R 8X12 8X12 <br /> awe" <br /> �E <br /> c1l)" <br /> 2 12uo < <br /> w <br /> TRUSSES Al- 24" O,C. v-o I <br /> X SHEET NOTES 1U31<21b111_1V__ <br /> —--------- co <br /> J w z cr o ("3 1 <br /> 2'6 uj 7, Y.x ul t I <br /> 1, R00� ACCESS HATCH, RE: S4A­171 0 <br /> = 0 = u- <br /> 2X12 rn Q.- <br /> c <br /> 5-5 ,,< <br /> 2X6 <br /> (2) ­--------- <br /> �OOF TOP UNIT, RE ARCH. AND MECH. FOR EXACT SIZE, WEIGH1, AND <br /> C--) LO CO E <br /> 00 M <br /> LOCATION, RE: S4.1-16 FOR FRAMING DETAIL (o 0C=) <br /> U-5 00 <br /> UJI <br /> 00 <br /> FE, ROOF SHEATHING, RE: S0,1 <br /> U) <br /> SHEATHING: 112" SI­IEATHING W/ 8d AT `V" O.C. AT EDGES 0 <br /> �00r' >1 <br /> < <br /> AND 8d AT 12" O.C. IN FIELD <br /> i�o�IDE 2X4 BLOCK AT ALL ROOF SHEATHING PANEL EDGES <br /> z <br /> < <br /> M* <br /> i= 0 <br /> cr) C14 <br /> 00 <br /> (y) <br /> S4.1 -2 <br /> 30" rJL AT 24" O.C. <br /> -4 <br /> 2 <br /> L___A <br /> 1,300# <br /> 2 <br /> L= <br /> F-1 <br /> ------- ---- <br /> CN <br /> L ...... <br /> PAF[ <br /> LJ 1,300# I 08 171 1 09--05---08 <br /> S4.1--13 <br /> BLOCKING UNDER <br /> WALL, TYP. <br /> L WALL FRAMING ABOVE � ~CRK DMH <br /> "A <br /> S 4, <br /> 3 <br /> S3,1 i 6 1 Control <br /> S4.1-6 Sim, S1 1 15 CSHQA Quokty <br /> S4,1 <br /> 10/24/08 <br /> 1-07 <br /> LJ1/022 PSL 5 1 4X22 PSL <br /> 5 <br /> >< 2X8 AT 24 O.C. <br /> ----------- <br /> -----------------­-------- ------ <br /> 3 <br /> 'z <br /> Ims <br /> Z" <br /> 1? TRUSSES <br /> X <br /> I , F <br /> S11EE <br /> 1 <br /> LFOUNDATION <br /> 8X12 8X12 I 8X12 8X12 <br /> cf) <br /> CTI 4 <br /> -F <br /> PLAN <br /> \S4,1 1 <br /> E Z-L\ Typ. TYP, Al ROOF SHEATHING PLAN <br /> CORNER <br /> FOUNDATION PLAN SCALE NTS <br /> A <br /> Q) <br /> 76 0 SCALE 1/4 =f <br /> —0 <br /> CD _/2 , <br /> 0 00 <br /> MCD S 2 <br /> E <br /> E w ORIGINAL SHEET SIZE <br /> a (N C) <br /> c N <br /> 011 ­­ <br />