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Home My WebLink AboutREVISION 7-27-182/ ro.1 12 R-20 OPEN CELL SPRAY FOAM — 2x4 B� TT C OH BRACING (TYP) e ELEV. T.O. TIE BEAM 10-0" AFF. 5/0" DRYWALL Wx8" BOND BEAM W- 1#5 CAST CRETE LINTEL OVER OPENEINGS SEE SCHEDULE #50 VERT. AT ALL COLM. GROUTED SOLID IN CELL AT 48" O.G. AND AT ALL CORNERS AND EACH SIDE OF ALL OPENINGS - ( SEE FOUND. PLAN ) 11/2" DRYWALL ON P.T. Ix2 FURRING STRIPS AT 24"oc w/ 3/4 TUFF-R-RIGID INSULATION ON CMU WALLS FILL ALL VOID CELLS W/ R-20 SPRAY FOAM EXISTING 4" GONG. SLAB ELEV. FINISH FLOOR T rf=ICAL WALL SECTION ALTERNATIVE: 31119" x 25 GAGE METAL STUDS IN LIEU OF 2x4 WOOD STUDS NON -BEARING INTERIOR WALL ROOF MATERIAL - METAL ROOF \ QOVER SO# HOT MOPPED ON LAPPED 30# FE I TIN TAGGED TO MIN. IS/32"COX. SHEATHING ANCHORED w/8d RING SHANK AT 4'oc. AT EDGES AND 6" O.C. IN FIELD ON PRE-ENGR'D WOOD TRUSSES AT 24"oc. GALv. MTL. ANCHOR STRAP AT EACH TRUSS. SEE CONNECTOR SCHEDULE FOR MORE STRAP INFO. A 2'-0" O.H. GALV. MTL. DRIP EDGE ON P.T. Ix2 ON P.T. Ix8 FASCIA PROVIDE 2 LAYERS OF "Na" STUCCO ON PAPER BACKED METAL LATH OVER ADDITIONAL WATER PROOFING (I LAYER OF 15# FELT OR TYVEK WRAPPING) (TYPICAL AT ALL SOFFITS, OVER HANGS, CANTILEVERS, AND EXPOSED WOOD BEAMS) (OPTIONAL Ix6 T$G SOFFIT) E m POURED SILL 5is" 2-COAT STUCCO ON 8"x8"xlb" C.M.U. SLOPE GRADE GRADUALLY TO 10 FEET FROM SLOG. EXISTING FOOTING 3/411 = 11-0II 3/All - II- wll PRE—ENGINEERED ROOF TRUSSES AT 2411 O.C. I/8'l GAP AT PANEL EDGES GDX PLI'WOOD 4'X8l PANELS (MAX. 24" SPAN) PROVIDE 20x4l' — BLOCKING AT ALL PLYWOOD SEAMS. DISTANCE 4FROM END NAIL SEAMS W/ 106 RING SHANK AT 4"O.G. EA. SIDE OF SEAM. 2"x WC). FASCIA W/ (2) 1(od EA. TRUSS Sci RING SHANK NAILS AT r O.G. AT PANEL EDGE AND INTERMEDIATE SUPPORT 411 O.C. DIAPHRAGM BOUNDARIES AND ENDS (DISTANCE '8' FROM END) 3/ 6.1 T�rl=ICAL GABLE END WALL SECTION 4/ 6.I CONFIRM TO EXIST. 8X8 POURED CELLS 1/4'l SPACE AT PANEL EDGES 3/411 = II-0II 5/ -I INEW WINDOW OPENING 3/4"=I'-0'l 17/ 6.1 I SECTION AT CMU IN —FILL JD )CK TILE LU Z WATERPROOF MEMBRANE m CERAMIC TILE MORTAR BED SLOPE TO DRAIN 2"X2°XI(oGA. REINF. WALL SECTION AT SHOWER �1 6.1 FT-T-f=ICAL SHOWER DETAILS 3/4'I INFILL REMOVED WINDOWS W/ 8" CMU WALL - PROVIDE #4 DOWELS GROUT SOLID (MASONRY OPENING SIZES WILL VARY IN -FILL SIMILAR) 3/411=11- 11 ST. LUCIE COUNTY StwB',�Y�� BUILDING DIVISION L(Il(lc wU REVIEWED FOR COMPLIA REVIEWED BY BULLNOSE TILE DATE P NS AND PER T 2X4 P.T. BLOCKING MUST BE KEPT ON JOB OR (VERIFY WIDTH W/ TILE INSTALLATION) NO INSPECTION WILL BE MADE 1/2" DUROCK WATERPROOF MEMBRANE THE NS AND ALL PROPOSED^,; CERAMIC TILE c SII"JE 0 ANY C0'CiGR:3 GROUT d) MORTAR BED 2"X2"XI6GA. REINF. I YP - r I{ `�L} s CX2. ZZWW SLOPE TO DRAIN u F' _ J AS REQ'D VERIFY W/ T F ORATTACHNENTS ARE THE RESPONSIsIM OF THE SHOWER EDGE AT CURB WATERPROOF MEMBRANE 1 JAL 2 7 2018 (K CERAMIC TILE p Permitt ng Department N d) GROUT St. Lu _ie Ccuryty, FL w MORTAR BED ---- _. _.� in I'-0' R 2"x2"XI6GA REINF. d) LU MINIMUM TO END W w MEMBRANE U U SLOPE TO DRAIN Q -------------- '— 4 m AT CENTER OF SHOWER — SHOWER EDGE AT FLOOR SCALE ------- WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-R-1032) WEATHER RESITIVE BARRIER (WR5) APPLIED PRIOR TO THE WINDOW INSTALLATION. _ FLASHING APPLIED BEHIND THE MOUNTING FLANGE. STEEPS a)N W4TERR sFEDMG FASHIOK STARING AT THE BASE OF THE WALL • WORDING TOW s THE TOP, NSTA.LL THE WRB TOTHE FACE OF TE sHEATHWY APPLY SILL FLASHIIG 3 APPLY JAMB FLASHMG APPLY BEAD OF SEALANT AROWD THE TOP 82 SIDES OF THE BACK SIDE INTERIOR SIMACE) OF WNDOW MOLWM FLANGE. APPLY DISCONTINUOUS DEAD OF SEALANT TO BOTTOM FLANGE, LEAVNG M) 2' GAPS. ® IMMEDIATELY INSTALL WNDCW APPLY DEAD OF SEALANT ACROSS TIE FACIE OF MONTNG FLANGE AT HEAD ® APPLY HEAD K ASHNG ®R01OVE PREVIOUSLY APPLIED TAPE. ALLOUM WI® TO LAY FLAT OVER HEAD FLASWR APPLY NEW SHEATWISM TAPE OVER DIAGONAL CUT - SEE DIAGRAM. SECURE HEAD �O SECTION A BEAD BETWEEN RANGE AND T A CONT. SEAL ALONG TNG FLANGE AT THE FLASHNG GOES OVER TNG FLAYeE. EMBED 'AM OF HEAD FLASHNG NOT SEALANT O LASHNG OVER SEALANT). ND HEAD R.ASHNG ND EACH JAMB FLA6HNG. EMEND JA 15 FLADMNG / A I TO OVERLAP SILL FLASHING- NXTRO JAMB FLASHNG S)S' (220 )ABOVE R UCU4 OPENING AT WAD. 1'' ,N / / SEALANT APPLY TAPE AT RAs / RIL Y HOLD / N PLACEERGIsAPPLI' S� FL.ABHB�a ED. SHM AND ADJUST WNDOW TO ACHIEVE &iJARE, A PL1J'IB. ID LEVEL CONVMCK USE CORROSION / I O ,!f WIOGW MAKFACT RER FASTENER SPECIFICATIONS. ©WEATHER RESISTANT II BARRIER (U1RB) I w I I AT A 45 DEGREE ANGLE, CAREFULLY QlT THE BARAZER ON A DIAGONAL GENTLY RASE THE I TOP EDGE OF THE BARRIER LIP AND TAPE T4e TOP CORNERS AND CENTER TO THE EXIERIOR /�I WRD SURFACE ABOVE. INTERIOR VIEW / TOP LEFT CORNER OF WINDOW AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOKED FRAMES TO SEAL FRAME SEAM AKCMRE. NOTES: 1. fbehhV to be 1leAble selkdheelve type (min. 4" wide) 0 Dan Ileft 2. cover ell to at bad* of window, pale Y ado face d su lam ;I , 3. the pen shell direct web r to the o)dwW over sill fMhlrp sill plate 4. butall flashing arolndnerlalning wlndaw unit 6. weedier reabUvs barrier to Nam water shedding We see rm nuob '� wearer " SILL PAN FLASHING wsememobe,rbr NTS t o t i ona l WWI ehA N kv Prepared by BOAF First Coast Chapter JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 2 31A EXCHANGE CT. ST PALM BEACH LORIDA 33409 (561) 346-4685 AX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE 1 1 OPFRTY OF THE MF I'RO DESIGN GROUP. UNAUTHORIZED USEOR REPRODUCTION WITHOUT BITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHI HI I ED, THIS DRAWING IS 17OR USE IN CONNECTION W ITH THIS PROJECT AND SHALL NOT HE USED FOR ANY OTHER LOCATIONS COPYRIGHT 201; JAMES C. P.AINE. AIA. n PSI • I --I I""'1 � O a+ w U U P4 � coo w M 1� C Z� SHEET 0C O t` 601 7 OF 9 SHEETS ct CAD drafting by Des lgnDraftine76.com - 561.693.7731 Under the direct supervision Jr.