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P <br /> t,1 ,, R. Zx3x0'-3" 2 <br /> In <br /> �� Y4x5xo' 6" MI MINK® ®� MEM <br /> Q BOTH SIDES = = = ®— <br /> ' 4x6 POST -MEEK� <br /> 2x STUDSIM AT ROOF MC SQUARED <br /> WALL 1 /4" TYP / 4x6 POST 1 /4"• TYP ` 6 1)6"0 A36 ROD - l�/1 <br /> ie 1 /4 <br /> " " °•'_ 0 11' 0" O.C. FLOOR I-JOISTS OR I N C O R P O I ATE D <br /> 1 4 <br /> / MAX�C ® W/ #3 CLEVIS SOLID SAWN JOIST <br /> R Y4x4Y2x0'-6" R Y4x4Y2x0'-6" H •� & 1"�D PIN FULL DEPTH DBL 2x OF STRAP STRUCTURAL.& CIVIL <br /> TYP W/ (2) 3/4%0 TYP W/ OR I-JOIST BLOCKING ENGINEERS <br /> A325 BOLTS A325 OLTS Y4 �- FLOOR SHEATHING NAIL <br /> -1-- -TAi <br /> ll/ <br /> CLI SIMPSON A35 / W/ 10d's ® 4" O.C. <br /> HEADER CLIPS AT ROD & CLEVIS 1 ►- INTO BLOCKING 1235 EAST 4TH AVE. <br /> PER PLAN _ <br /> _ " & BOTTOIMMINW M OF 4x6 2 R. Y4x3x0'-3" SUITE 101 <br /> lir ' 22 GA. METAL 3» ' 22 GA. METAL <br /> r ROOFING '� • V <br /> ROOFING 2 1 I / , \S OT YMPT_A, WA 9$506 <br /> S 22 GA. METAL /4 V <br /> o -�` o 0 4x6 POST ROOFING I r, N� T (360) 754-9339 <br /> o ® wraxl 3 o Vi(f8x13 7 t o #2 CLEVIS <br /> o T (360) 352-2044 <br /> 0 TYP TYP 1, NAIL STRAP TO TOP PLATES <br /> / 2I2 1 4„CT� \ STEEL SIMPSON STRAP <br /> \\_ / BEFORE FLOOR JOIST <br /> HSS8x2x s \\ HSS8x2x3/tB 21, L2x2 CONT 1 INSTALLATION. ATTACH STRAP & LOCATION OR SIZE WWW.iI1C2-inc.com <br /> =- = TO FRAMING W/ (2) ROWS SEE PLAN <br /> RY4x3x0'-3" ® RY4x3x0'-3" ® - FE Y4x4Y2x0'-6" TYP 16d's © 3" 0.C. EACH ROW <br /> 11 —0 0.C. MAX 11'-0" O.C. MAX / o "% o r--, <br /> AT EA ROD de CLEVIS AT EA ROD de CLEVIS / o W/ (2) 3/4 A325 BOLTS <br /> R. Y4x4Y2x0'-9" R Y4x4Y2x0'-6" "', 0 ,_, -.1 ,_ <br /> 1 �� — HSS8x2xs" o 0 0 <br /> W/ (6) Y4 0x4Y2 BOTH SIDES W/ <br /> _�— SIMPSON SDS SCREWS _�� (2) Y4'0 THRU-BOLTS ` R. Y4x3x0'-3" WT8x13 C12x20.7 -/ <br /> (2) %."o THRU-BOLTS TYP AT EA. ROD <br /> & CLEVIS I-JOIST SHOWN Z <br /> 4.4 <br /> T. Y4x5x0'-6" <br /> BOTH SIDES 6'-O" / <br /> 10 CANOPY CONNECTION TO FIRST FLOOR — OPTION CANOPY CONNECTION TO FIRST FLOORC4). TYPICAL CANOPY SECTION FLOOR TO WALL STRAP DETAIL <br /> 1 1/2" = 1'0" 7 1 1/2" = 11-0" 1" = 1 0 <br /> 1 }r 1„ _ 10„ <br /> 14 <br /> STRAP MAY BE ON TOP . P <br /> „ Z POST & _ - U n <br /> STRAP <br /> EDGE NAIL SHEATHING FLOOR SHEATHING a0 L <br /> HSS5x5xY4 STEEL BEAM PER INTO ALIGNED JOIST (SEE PLAN) <br /> FULL HEIGHT 1 i N > <br /> 16" PLAN BEYOND LSL RIM JOIST w <br /> / / BRICK VENEER ALIGNED FLOOR - <br /> A 4'4" T&G FLOOR I I-JOIST <br /> \ \ <br /> STEEL ANGLE SHEATHING <br /> SEE TABLE I /I\ <br /> o . o <br /> 16" RIM JOIST ATTACHES o a o o SIMPSON A35 <br /> „ + <br /> 1— -1(- TO WALL DBL TOP PLATES ;AI: <br /> oo ® 24" O.C. MIN \II W/ SIMPSON A35 CLIPS (S 11 AT 24" O.C. S :iOPENING II2x BLKG <br /> / <br /> II ATTACHES W/ SIMPSON STRAPr'� 11 r � (3) ROWS 8d UP INTO JOIST NAIL STRAP DOWN INTO <br /> BRICK VENEER <br /> )' , ° ° ° ° ® 6" O.C. (SEE PLAN) TOP PLATES PRIOR TO <br /> L J __ PLACING JOIST <br /> SIMPSON WALL DBL <br /> MST37 TOP PLATES 2x NAILER x 6' EACH SIDE <br /> A JOIST, NAIL W/(2) ROWS Cll <br /> 10d's ® 12" O.C. STAGGERED <br /> 4-1 <br /> \-- 2x6 STUDS <br /> „ �A CD 16" 0.C. ti <br /> v <br /> 17) <br /> OPENING STEEL ANGLE SHEARWALL --T\ <br /> 9'-0" L3XX3Y2xY4 (SEE PLAN) <br /> 12'-O" L4x3Y2xY4 Ct <br /> 14'-8" L5x3Y2xY4 .CZI Q) <br /> 8 <br /> BRICK VENEER LINTEL ELEVATION D <br /> FULL HEIGHT POST IN WALL ALIGNED LIGNE JOIST AND SHEARWALL STRAPPING <br /> e� <br /> 1" = 1'-0" 1 = 1'-0" 1 = 1'-0" — N c <br /> cil <br /> o v C '0' <br /> SIM AT ROOF 0 °o � ' '' <br /> 3" 4x6 POST <br /> / / <br /> 31'4" T&G FLOOR 3x NAILER RIPPED TO MATCH <br /> • SHEATHING FLANGE WIDTH. ATTACH W/ Designed By DAL <br /> RY4x4Y2x1'-0° 6"0 WELDED THREADED ROD <br /> il <i BOTH SIDES 16" RED I-90HS STRA' AT 24" O.C. Drawn By CLH <br /> WALL SHEATHING ;IN ® 12" O.C. 7 10d aC) Checked By <br /> 0 16" O.C. STRAP PER PLAN MS <br /> „ Ili— <br /> 4" BRICK VENEER Date2x6 STUDS RY4x3x0'-3" 03-06-17 <br /> 0 16" O.C. I d 1111— <br /> \ 0 <br /> i I ►� S 5 <br /> TOP OF DOOR STEEL LEDGER O 0 .� of wnsH� q <br /> OR WINDOW SEE TABLE V ���4' kr, <br /> r• <br /> OPENING •�— <br /> ALIGNED 7.0. \ ALIGNED o `sir 20••� 1Y <br /> rN / TYP JOIST JOIST 90� <<?clnr. > ci `` <br /> N 4 ss�avat ti . <br /> STEEL BEAM 03-09-17 <br /> PER PLAN <br /> OPENING STEEL ANGLE <br /> 9'-0" L3YZx3Y2xY4 (4) 4"O A307 <br /> THRU BOLTS Project Number <br /> 12'-0" L4x3Y2xY. 16020 <br /> 14'-8" L5x3Y2xY4 <br /> Sheet Number <br /> 9 <br /> BRICK VENEER LINTEL SECTION CANOPY CONNECTION TO 2ND FLOOR ALIGNED JOIST STRAP S3.2 <br /> 1 = 1'-0i� C 3" = 1'-0" 3 1" = 1'-0" 8 of 13 <br /> L <br />