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15/32" O.S.B. SHEATHING <br />15/32" O.S.B. SHEATHING <br />BUILDING WRAP BEYOND <br />BUILDING WRAP <br />PROVIDE SELF ADHERED Z <br />FLASHING UNDER S.G.D. AS <br />RUBBER MEMBRANE BEYOND <br />/r/ <br />PROVIDE RUBBER MEMBRANE <br />CONT. FROM ABOVE FLASHING <br />SHOWN, PROVIDE 4" BEAD OF <br />TO BELOW LEDGER <br />CONST. ADHESIVE TO BE APPLIED <br />UNDER THRESHOLD OF DOOR <br />CAULK/SEALANT OR SOLDER <br />Z FLASHING AT LEDGER <br />AND RETURN UP JAMB 6". USE <br />BETWEEN PAN FLASHING <br />STOP FLASHING JUST ABV <br />LKIQUID NAIL BRAND OR EQUAL <br />AND DECK FLASHING. 2x STUDS <br />FIRST LAG SCREW AND AT <br />WATER PROOF CAULKING <br />@ 16" O.C. <br />2ND FLOOR DECKING <br />TREX <br />q <br />Li <br />X <br />PROVIDE SELF ADHERED <br />FLASHING <br />11 <br />LAPPING DOWN OVER RIM JOIST <br />2X6 TREX ORIGINS <br />AND UP WALL BY 6" <br />Z FLASHING AT LEDGER <br />STARTER BOARD TO <br />STOP FLASHING JUST ABV <br />OVER LAP LEDGER <br />FIRST LAG SCREW AND AT <br />0 2ND FLOOR DECKING <br />o <br />JOIST HANGER <br />BEYOND <br />NAIL BLOCKING TO <br />t <br />NAIL BLKG TO <br />-i <br />LEDGER BOARD <br />LEDGER BOARD <br />I <br />USP JUS28 @ 2x12'S TYP <br />AT LEDGER <br />2x12 #2 SYP CONT LEDGER w/ (4) <br />1/4" x 4" LAG SCREWS SPACED <br />EVENLY @ 16" O.C. MAX (EA. <br />FLOOR TRUSS) <br />USP HTA20 STRAP <br />EA. JOIST <br />TEXTURED <br />CEMENT PLASTER <br />FINISH <br />S.G.D. FLASHING AT BALCONY <br />FLASHING TO BE <br />FLEXIBLE SELF <br />ADHESIVE TYPE <br />8" UP COLUMN <br />1. EXTERIOR SHEATHING <br />2. RUBBER MEMBRANE <br />3. Z FLASHING AT LEDGER <br />4. BUILDING WRAP. <br />REFER TO J/S6 <br />� <br />USP JUS28 @ 2x12'S TYP <br />I <br />FOR MORE INFO "e <br />AT LEDGER <br />USP HTA20 STRAP <br />2X12 #2 SYP JOISTS @ 16" O.C. <br />EA. JOIST <br />2x12 #2 SYP CONT LEDGER w/ (4) <br />HOLD CEMENT — <br />1/4" x 4" LAG SCREWS SPACED <br />PLASTER <br />TIE BEAM W/ <br />EVENLY @ 16" O.C. MAX (EA. <br />FINISH DOWN <br />(1)#5 CONT. <br />FLOOR TRUSS) <br />3" FROM TOP <br />CMU WALL <br />TEXTURED <br />OF LINTEL <br />CEMENT PLASTER <br />FINISH <br />PRECAST LINTEL <br />�FLASHING <br />AT BALCONY <br />A IV - <br />SEE FOUNDATION <br />PLAN FOR MORE INFO <br />FLASHING @POST TO <br />MASONRY BOND BEAM <br />REFER TO S2.1A <br />FOR BLKG LOCATIONS <br />USP MTSM16 W/ (4) <br />1/4" TAPCONS TO <br />LINTEL /CMU W/ (4) 10d <br />NAILS TYP EA. JOIST TREK <br />3" <br />CV) <br />Cement Plaster <br />in accordance <br />with ASTMC926 <br />over wood 2nd <br />floor <br />Cement <br />Plaster <br />over block <br />1 st floor <br />Note: <br />The building paper and metal <br />lath must be installed over the <br />top of the weep screed. <br />TREK <br />FLUSH 2X12 — <br />FLUSH 2X12 <br />PROVIDE MSTAM16 STRAP <br />w/ (5) 1/4" TAPCONS TO <br />LINTEL/CMU & (9) 10d NAILS <br />@ 24" O.C. WHEN RUNNING <br />PARALLEL TO PRECAST <br />LINTEL <br />PROVIDE MSTAM16 STRAP <br />w/ (5) 1/4" TAPCONS TO <br />LINTEL/CMU & (9) 10d NAILS <br />@ 24" O.C. WHEN RUNNING <br />PARALLEL TO PRECAST <br />LINTEL <br />TEXTURED <br />CEMENT PLASTER <br />FINISH <br />RECOMMENDED DECK SPAN <br />FLAT MEMBER <br />UNIFORM LOAD <br />-------- <br />100 PSF <br />200 PSF <br />1 %" x 6" <br />15 INCHES <br />12 INCHES <br />2x4, 2x6, 2x8 <br />20 INCHES <br />16 INCHES <br />1. SPANS DETERMINED ASSUMING UNIFORM LOADING <br />AND REDUCING THE SPAN BY 30 PERCENT FOR <br />INCREASED DECKING PERFORMANCE. <br />2. RECOMMENDED CENTER TO CENTER SPACING AND <br />A MINIMUM OF (3) SPANS FASTENED TO EACH JOIST <br />WITH A MAXIMUM DEFLECTION OF 1/360. <br />3. MEMBERS INSTALLED FLAT WISE. <br />4. REFERENCE MANUFACTURERS INSTALLATION <br />GUIDE. <br />1. EXTERIOR SHEATHING <br />2. RUBBER MEMBRANE <br />3. Z FLASHING AT LEDGER <br />4. BUILDING WRAP. <br />REFER TO S2.1A <br />FOR BLKG LOCATIONS <br />2X12 #2 SYP @ 16" O.C. <br />MAX (EA. FLOOR TRUSS) <br />3" <br />7/8" Cement Plaster <br />in accordance with <br />ASTMC926 <br />- Felt backed metal <br />lathe in accordance <br />with ASTMC1063 <br />Building Paper <br />-15/32" O.S.B. <br />sheathing <br />- Metal <br />Flashing <br />3 1/2" <br />Unperforated <br />Flange 7/8" <br />Weep Screed <br />Maintain <br />Bottom of <br />Weep Screed <br />1 1/2" to 2" <br />Above Roof <br />Sheathing <br />�V, <br />Block <br />7/8" Cement Plaster <br />in accordance with <br />ASTMC926 <br />Felt backed metal <br />lathe in accordance <br />with ASTMC1063 <br />Building Paper <br />15/32 O.S.B. <br />sheathing <br />Keep top edge <br />of weep screed <br />2" below top of <br />block <br />_Vulcum <br />cauk bottom <br />joint only <br />Metal Flashing <br />3-1/2" Unperforated <br />Flange 7/8" Weep Screed <br />1/2" Cementitious <br />Decorative Finish <br />All inside and <br />outside corner will <br />need to be miter <br />cut and caulked all <br />butt joints need to <br />becaulked using <br />Vulcum caulk for all <br />1/2" Cement <br />Plaster Finish <br />2 1/2" Perforated <br />Flange 1/2" Weep <br />Screed <br />Install bottom <br />Slab edge of weep <br />screed 1" below <br />finish floor <br />OPTIONAL DETAIL <br />WEEP SCREED DETAIL <br />�� SCALE: NOT TO SCALE <br />15/32" O.S.B. SHEATHING <br />BUILDING WRAP <br />PROVIDE RUBBER <br />MEMBRANE CONT.FROM <br />ABOVE FLASHING TO <br />BELOW LEDGER <br />Z FLASHING AT LEDGER <br />STOP FLASHING JUST ABV <br />FIRST LAG SCREW AND AT <br />2ND FLOOR DECKING <br />2X6 TREX ORI INS <br />STARTER BOARD TO <br />OVER LAP LEDGER <br />HOLD CEMENT <br />PLASTER <br />FINISH DOWN <br />TEXTURED 3" FROM TOP <br />CEMENT PLASTER OF LINTEL <br />FINISH <br />PRECAST LINTEL <br />�FLASHING AT BALCONY <br />HTA20 @ 32" MAX O.C. <br />2x STUDS <br />@ 16" O.C. <br />NOTCH PLYWOOD <br />@ HTA STRAPS ATTACH FLOOR <br />/SHEATHING TO <br />—LEDGER PER SCH. <br />4 1/2" EMBED . <br />• <br />TIE BEAM <br />CnNT. ► <br />W <br />M06 <br />G <br />CMU WALL <br />WHILE EVERY ATTEMPT HAS BEEN MADE TO <br />PREVENT HUMAN ERROR, CONTRACTORS, <br />SUB —CONTRACTORS AND BUILDERS ARE <br />URGED TO REVIEW ALL INFORMATION <br />CONTAINED HEREIN PRIOR TO <br />COMMENCEMENT OF CONSTRUCTION. <br />BEAUMONT & ASSOCIATES, INC. AND <br />FLORIDA DESIGN SOLUTIONS, INC. (FDS) <br />ARE NOT RESPONSIBLE FOR ANY <br />MISINTERPRETATIONS, ERRORS, OMISSIONS <br />OR CUSTOM CHANGES MISSED AND NOT <br />REPORTED TO BEAUMONT & ASSOCIATES, <br />INC. OR FDS PRIOR TO CONSTRUCTION. <br />NO EXCEPTIONS. <br />a <br />W <br />WO <br />a <br />w <br />z <br />W <br />2 <br />z <br />0 <br />Ma <br />�¢ <br />I <br />i <br />i <br />8F_� <br />N <br />o ,o <br />N W, <br />M <br />Q <br />1 <br />Mz <br />og(Do <br />N N <br />cWo7 V" <br />z <br />V1O A <br />0S E. <br />EJ <br />r- <br />N <br />MP LL <br />�Zi.7-� <br />T <br />Om <br />LL.z E� � <br />LL Me <br />8� A" <br />0 <br />O <br />H <br />Z'1[. <br />8 °;O a <br />7r'i <br />a u <br />Lij <br />0 <br />w � <br />A O d ❑w <br />OV <br />� zKo�•ortasaa•,a�n <br />F_ <br />LL <br />W <br />J <br />CY) Q <br />Q N M <br />q <br />� Ll1 <br />Q Z i <br />00 <br />N1 � <br />I..L <br />0zo <br />O <br />Z Z <br />LLl <br />VJ <br />title: <br />ROOFING DETAILS <br />z <br />project no <br />W <br />checked: <br />drawn: <br />N <br />date: <br />T_ <br />N <br />scale: <br />Q <br />P <br />0 <br />2017556 <br />AB/MC <br />10-09-17 <br />AS NOTED <br />D <br />a 3 <br />0 <br />U <br />- - - <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and .is certified as such_ <br />EDITED: <br />