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SCALE: NTS <br />@ COPYRIGHT BEE CONSULTING <br />NOTES: <br />1. FRAMING PER ARCH. <br />2. INSTALL DOUBLE W.R.B. CONTINUOUS <br />THROUGH CORNERS WITH NO VERTICAL <br />SEAMS WITHIN 6" OF CORNER. <br />3. KEEP CORNER CLEAR OF FURRING TO <br />AVOID DAMAGE TO W.R.B. <br />EXTEMOR <br />SIDING PER ELEVATION <br />SEALANT-5 <br />PRIMARY W.R.B. <br />CONTINUED 6" PAST <br />CORNER ON BOTH SIDES <br />HORIZONTAL FURRING ON SHIMS <br />I <br />KEEP OPEN UNLESS SUGGESTED <br />MFR RECOMMENDATION <br />6"MIN <br />I IL <br />CORNER TRIM PER ARCH <br />II <br />(SHAPE VARIES) <br />SIDING PER ELEVATION <br />NTERIORII <br />M <br />REFARCH <br />7/A721 <br />SCALE: NTS <br />©COPYRIGHT BEE CONSULTING <br />NOTE: <br />1. W.R.B. TO MAINTAIN LAPS 5"MIN. HORIZONTALLY <br />& VERTICALLY. (TYPICAL) <br />2. ALL W.R.B. SEAMS SHOULD BE SEALED WITH <br />SEALANT - 5 <br />PRIMARY W.R.B. <br />SIDING PER ELEVATION <br />HORIZONATL FURRING ON SHIMS <br />)/2" MIN. GAP BETWEEN <br />CLADDING & FLASHING <br />RAINSCREEN CLOSURE PER ARCH <br />THROUGH WALL FLASHING REQUIRED AT <br />EVERY OTHER FLOOR AND AT EACH <br />FLOOR ABOVE 20 FEET. <br />W.R.B. LINER <br />PRIMARY W.R.B. LAPPED UNDER BASED OF <br />W.R.B. LINER <br />SEALANT - 5 <br />ASSEMBLY: THROUGH WALL FLABNg @_METAL <br />SCALE: NTS <br />0 COPYRIGHT BEE CONSULTING <br />NOTES: <br />1, FRAMING PER ARCH. <br />2. INSTALL DOUBLE W.R.B. CONTINUOUS <br />THROUGH CORNERS WITH NO VERTICAL <br />SEAMS WITHIN 6" OF CORNER. <br />3. KEEP CORNER CLEAR OF FURRING TO <br />A Vf)l r) r) A R A A f'17 Tn W 0 0 <br />7!!�) <br />SCALE: NTS <br />©COPYRIGHT BEE CONSULTING <br />SIDING PER ELEVATION <br />CORNER TRIM PER ARCH <br />(SHAPE VARIES) <br />KEEP OPEN UNLESS <br />SUGGESTED MFR <br />RECOMMENDATION <br />SIDING PER ELEVATION <br />HORIZONTAL FURRING ON <br />SHIMS <br />PRIMARY W.R.B. <br />CONTINUED 5" PAST <br />CORNER ON BOTH SIDES <br />SEALANT-5 <br />EXTEMOR <br />NOTES: <br />1. FRAMING PER ARCH. <br />2. THROUGH WALL FLASHING REQUIRED AT <br />SCALE: NTS <br />0 COPYRIGHT BEE CONSULTING <br />218 �SECT'ION. SOFRT @ METAL PANEL <br />REFARCH <br />16/A721 <br />SCALE: NTS <br />0 COPYRIGHT BEE CONSULTING <br />HORIZONTAL FURRING ON <br />SHIM <br />SIDING PER ELEVATION <br />W.R.B. LINER <br />PRIMARY W.R.B. <br />SEALANT-5 <br />FLASHING <br />SOFFIT PER ARCH <br />%"MIN <br />NOTES <br />. <br />I <br />1. FRAMING PER ARCH. <br />I <br />2. INSTALL DOUBLE W.R.B. CONTINUOUS <br />THROUGH CORNERS WITH NO VERTICAL <br />SEAMS WITHIN 6" OF CORNER. <br />HORIZONTAL FURRING ON <br />3. KEEP CORNER CLEAR OF FURRING TO <br />SHIM <br />AVOID DAMAGE TO W.R.B. <br />EXTEMO R <br />WPM <br />NOTES: <br />1. FRAMING PER ARCHITECTURAL <br />2, KNIFE PLATE ATTACHMENT PER <br />STRUCTURAL. <br />3. INSTALL ROD & SEALANT-1 WHERE <br />SIDING PER ELEVATION <br />NOTE: <br />KNIFE PLATE: PENETRATES SIDING, <br />MI FRA NG PER ARCH. <br />SEE ISOMETRIC DETAIL 313/13113M <br />SEALANT-5 <br />I <br />PRIMARY W.R.B. <br />SIDING PER ELEVATION <br />CONTINUED 6" PAST <br />CORNER ON BOTH SIDES <br />'V- <br />W.R.B. LINER <br />HORIZONTAL FURRING ON SHIIIS <br />I <br />KEEP OPEN UNLESS SUGGESTED <br />SIDING PER ELEVATION <br />PRIMARY W.R.B. <br />MFR RECOMMENDATION <br />FURRING <br />6"MIN <br />CORNER TRIM PER ARCH <br />SEALANT-5 <br />(SHAPE VARIES) <br />PRIMARY <br />SIDING PER ELEVATION <br />W.R.B. <br />FLASHING <br />W.R.B. LINER <br />SOFFIT PER ARCH <br />INTERIOR <br />SOFFIT PER ARCH <br />NTEROR <br />2_20 )PLAN: NSIDE CORNER TRAN&TION <br />REFARCH <br />13/A720 <br />SCALE: NTS <br />©COPYRIGHT SEE CONSULTING <br />221 �SECTION.- SOFFIT 0) STEEL BEAM <br />REFARCH <br />SCALE: NTS <br />0 COPYRIGHT BEE CONSULTING <br />THROUGH WALL FLASHING <br />SEALANT-5 <br />A <br />SECTION. SOFFIT @!�NIF�EPLATE <br />SCALE: NTS <br />@ COPYRIGHT BEE CONSULTING <br />ME <br />W.R.B. SA LINER <br />SEALANT--5 <br />ROD & SEALANT-1 <br />LIQUID APPLIED FLASHING <br />NOTES: <br />SCALE: NTS <br />©.COPYRIGHT BEE CONSULTING <br />NOTES: <br />1. FRAMING & INSULATION PER <br />ARCH. <br />2. SOIL TO REMAIN S" MIN. AWAY <br />FROM TOP OF CONCRETE <br />(TYP.) <br />EXTERIOR <br />SIDING PER ELEVATION <br />HORIZONTAL FURRING ON SHIMS. <br />PRIMARY W.R.B. <br />COVER JOINT BETWEEN FRAMED <br />WALL AND CONC. EXPOSED <br />MEMBRANE, SEAL VERTICAL SEAMS <br />WITH SEALANT-1 <br />SEALANT-5 <br />FLASHING SET IN SEALANT-5 <br />S.S. FLASHING <br />RIGID INSULATION PER OTHERS <br />SECTP0N- SIDING BASE OF WALL TAT Q PANEL ME <br />SCALE: NTS <br />©COPYRIGHT BEE CONSULTING <br />BUILDING ENVELOPE <br />ENGINEERING <br />LLj <br />u <br />ry) <br />< <br />0 <br />00 <br />Z <br />(3) <br />z <br />LLJ <br />< <br />02 <br />3: <br />LL. <br />cr <br />4--J <br />LLj <br />4--J <br />< <br />3: <br />THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN N�IY PROFESSIONAL LDGEMENT <br />ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF ROW 64.55.005 THROUGH RCVV 64.55,090 <br />, ra, <br />0 <br />w , tt! <br />R C -1`5 6"," S <br />_J <br />BEE PROJECT#-. 1802-1014 <br />P,E.: Jim C.Freeling ENERGY: Tel Ian Galsanov <br />P.M.: Jim C.Freeling DRAFTER: Stephen Poliedri <br />0 COPYRIGHT BEE CONSULTING <br />THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ONLY. <br />SITE CONDITIONS GOVERN. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. <br />WALL DETAILS <br />SHEET: <br />BE201 <br />