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6"MIN NOTES: NOTES: NOTES: <br />1. FRAMING PER ARCH 1, W.R.B. TO MAINTAIN LAPS 6"MIN. HORIZONTALLY 1. FRAMING PER ARCH. <br />7 2. MORTAR NET READ (NOT SHOWN <br />& VERTICALLY. (TYPICAL) 2. LEDGER PER ARCH <br />FOR CLARITY) 2, MORTAR NET REQD (NOT SHOWN FOR CLARITY) 3, MORTAR NET REQD (NOT SHOWN FOR <br />APPLY SEALANT-5 3. ALL RAINSCREEN CAVITIES SHOULD HAVE CLARITY). <br />TO ALL FINAL W.R.B. APPROVED CLOSURE ACCESSORIES TO PREVENT <br />7­ SEAMS. BOTH DEBRIS AND INSECT ENTRY — — — — - --------- <br />HORIZONTAL AND 4. ALL W.R.B. SEAMS SHOULD BE SEALED WITH <br />VERTICAL SEAMS <br />6" MIN SEALANT-5 AIRSPACE j 711 <br />FRAMING PER ARCH 2' MIN <br />PRIMARY W.R.B. <br />EXTERIOR SHEATHING <br />MASONRY VENEER FASTENED <br />PRIMARY W.R.B. <br />PRIMARY W.R.B. LAPPED 6" MIN. W/ STL TIES (NOT SHOWN) <br />HORIZONTALLY & VERTICALLY <br />TO CREATE 2" AIRSPACE <br />MASONRY VENEER FASTENED <br />W/ STL TIES (NOT SHOWN) <br />TO CREATE 2" AIRSPACE <br />-j <br />LEDGER PER ARCH <br />7 Q_ <br />CAVITY VENT CELL @ EVERY <br />HEAD AND BASE JOINT, REQD AT <br />EACH FLOOR LEVEL, ABOVE & <br />BELOW LEDGER <br />L­j <br />SEALANT-5 AT W.R.B. SEAMS <br />S. A. M, 5 <br />ti <br />L <br />STEEL ANGLE LEDGER ®EACH <br />FLOOR LEVEL IN WALLS <br />EXCEEDING 2 STORIES <br />WALL ASSEMBLY: MASONRY VENEER <br />SCALE:NTS <br />©COPYRIGHT" BEE CONSULTING <br />SCALE:NTS <br />©COPYRIGHT BEE CONSULTING <br />NOTES i 1. FRAMING PER ARCH. <br />2. <br />INSTALL DOUBLE W.R.B. CONTINUOUS <br />THROUGH CORNERS WITH NO VERTICAL <br />NOTES: <br />1. FRAMING PER ARCH. <br />2. MORTAR NET REQD <br />(NOT SHOWN) <br />PRIMARY W.R.B. <br />W.R.B. LINER <br />SIDING PER ELEVATION <br />FURRING <br />SEALANT-5 <br />INSECT SCREEN <br />METAL FLASHING IN <br />BED OF SEALANT-1 <br />SEALANT-5 <br />PRIMARY W.R.B. <br />VENT CELL @ EVERY HEAD JOINT <br />S.A.M.2 BEHIND BRICK TIE <br />ATTACHMENT, TYPICAL <br />BRICK TIE PER STRUCTURAL <br />MASONRY VENEER W/AIR GAP <br />232 �SECTION: S�D8NG,4EDMASONFRYTRANS�T�ON <br />REF.ARCH <br />11 IA720 <br />SCALE:NTS <br />©COPYRIGHT BEE CONSULTING <br />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 />2. MORTAR NET REQD (NOT SHOWN FOR <br />1_j <br />I CLARITY) <br />MASONRY VENEER <br />�� `�� \"_. j j \' SEALANT-5 <br />Z, Z <br />PRIMARY W.R.B. CONTINUED 6" <br />PAST CORNIER ON BOTH SIDES <br />EXTERIII <br />OR <br />6"MIN <br />\ \ <br />'`-------1— — — — — — — — — — -- <br />-- — — — — — — — — — — — — — — — — — <br />WPM <br />PLAN. MI DE CORNER @ MASONRY <br />SCALE:NTS <br />©COPYRIGHT BEE CONSULTING <br />NOTES: <br />1, FRAMING PER ARCH. <br />2. MORTAR NET REQ'D (NOT <br />SHOWN FOR CLARITY) <br />3. SOIL TO REMAIN 8" MIN, AWAY <br />FROM BRICK BASE OF WALL <br />EXTERIOR <br />PRIMARY W.R.B. <br />AIRSPACE <br />MASONRY VENEER <br />EXPOSED <br />MEMBRANE <br />SEALANT-1 <br />----------------- <br />--------------- VENT CELLS 0 EVERY BASE JOINT <br />--------------- <br />--------------- <br />--------------- - <br />I -------- -- PROTECTION BOARD <br />�crli7�, /777.LL/ <br />)/4 <br />SLOPE )/4":12"MIN. > <br />Z� <br />< 1 <br />DRAINMAT <br />233 SECTION: MASONRY BASE OF WALL <br />(I-YPICAL) <br />SCALE:NTS <br />©COPYRIGHT BEE CONSULTING <br />RY <br />EQD <br />BOVE <br />SCALE:NTS <br />©COPYRIGHT BEE CONSULTING <br />MIN <br />NOTES: <br />1. FRAMING PER ARCH. <br />2. INSTALL DOUBLE W.R.B. <br />CONTINUOUS THROUGH CORNERS <br />WITH NO VERTICAL SEAMS WITHIN <br />6" OF CORNER. <br />3. KEEP CORNER CLEAR OF FURRING <br />TO AVOID DAMAGE TO W.R.B. <br />4. MORTAR NET REQD (NOT SHOWN <br />VERTICAL FURRING FOR CLARITY) <br />SIDING PER ELEVATION <br />PRIMARY W.R.B. CONTINUED 6" <br />PAST CORNER ON BOTH SIDES <br />SEALANT <br />CORNER MOLDING OR TRIM <br />(SHAPE MAY VARY) <br />ROD & SEALANT-1 <br />16 <br />ii MASONRY VENEER <br />Ii ?V" —� jP/ AIRSPACE <br />`�\'�\\� <br />xj <br />230 �PLAN. MIDE CORNER @ SIDING & MASONRY <br />(TYPICAL) VENEER <br />SCALE-NTS <br />©COPYRIGHT BEE CONSULTING <br />NTER10F <br />227 SECTION: MASONRY TIE <br />(TYMCA <br />SCALE: ITS <br />©COPYRIGHT BEE CONSULTING <br />ROD & SE, <br />SIDING PER EL <br />NOTES: <br />1. FRAMING PER ARCH <br />2. USE GASKETED SCREWS <br />TO ATTACH BRICK TIE <br />MASONRY VENEER <br />AIRSPACE <br />S.A.P.2 BEHIND BRICK TIE <br />ATTACHMENT, TYPICAL <br />MASONRY TIE PER STRUCTURAL <br />EXTEMOR <br />PRIMARY W.R.B. <br />IN OTES: <br />1. FRAMING PER ARCH. <br />2. MORTAR NET REQD (NOT SHOWN FOR <br />CLARITY) <br />PLAN: MASONRY TO SONG TRAM MO <br />SCALE: BATS <br />©COPYRIGHT BEE CONSULTING <br />MASONRY VENEER <br />AIRSPACE <br />PRIMARY W.R.B. <br />BUIDENVELOPE <br />ENG�NEEMNG <br />B.E.E. CONSULTVNG, LLC. <br />170 W. DAYTON, SUITE 206 <br />EDMONDS, WA 98020 <br />ph. (425) 672 3900 <br />fax (425) 712 8608 <br />THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT IN MY PROFESS ONALJUDGEMENT <br />ARE APPROPRIATE TO SATISFY THE REQU I REIVIENTS OF RCW64,55,005 THROUGH RCW64,55 090. <br />E L7 'o UCTION , D�l N T R <br />03.29.2019 HUD FRIM APPL9CATION <br />11.07.2018 CONSTRUC70N SET <br />07,12.2018 GMP SET <br />03.01.2018 1 75% CD SET <br />BEE PROJECT#: 1802-1014 <br />P. E.: Jim C.Freeling ENERGY: Telman Gasanov <br />P.M.: Jim C.Freeling DRAFTER: Stephen PolEedri <br />@ 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 />SHEET: <br />WALL DETAILS <br />