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a�::: <br />IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE.04 <br />CL <br />W <br />m N J <br />ZF <br />25"MIN. LAP 25"MIN. LAP Q�0 m <br />GROUTED GEL t <br />5HINGLE5 / TILE TO BE a o; <br />BITUMEN ROOF AND UNDERLAYMENT PER FASTENED AS PER K-� 0 L 0 <br />PRODUCT APPROVAL OVER 5/8" EXTERIOR MANUFACTURERS 1 #5 DWL. 2"x STUDS @ 16" O.C. W a g <br />GRADE PLYWOOD SHEATHING SPECIFICATION FOR WIND vai 6 c, <br />SPEED. CONTRACTOR TO z s 9 z <br />a.: <br />PROVIDE MANUF. I H" C.M.U. z a m <br />TRUSS ANCHOR LOAD BEARING OR <br />PER ROOF DOCUMENTATION TO EXTERIOR WALL a o <br />1 SINGLE 2"x P.T. STUD <br />INSPECTOR. N cn 0 <br />FRAMING PLAN � N 0 � <br />12 22 6A. 6ALV. OR 5/8" GDX OR Iq/32" N 5 VERT. IN FILLED CELL < >- P z <br />05B SHEATHING 2 #5 REBAR a m <br />rW� w <br />VIF ALUM. DRIP FLASHING FASTENED TO N #5 REBAR /2" x 6 J BOLT @ 24" a <br />O.C. VERT. OR a 0 � <br />TRUSSES WITH Sd SIMPSON S P. 1 /2" X 6" WEDGE ANCHOR W 0 J ao <br />PRE-ENGINEERED I _ <br />ROOF TRUSSES @ 24 a cn cfl <br />ALUMINUM FASCIA COMMON WIRE NAILS <br />O.G., SEE 5PEG5 TYP. <br />OVER I" X 6" P.T. 4"O/C 2 x P.T. PLATE m W _ cfl o � <br />OVER 2" X 4" BAND BOUNDARIE56" 0/0 <br />�� <br />R-38 BATTEN INSULATION <br />FIELD LAPPE EDGES 8" OO/C,= 0°LLJ <br />DOWEL °U" BLOCK FILLED ° T D U F- <br />1/2" DRYWALL CL6 BOARD W/WALL REIF. W/GONGRETE <br />DOUBLE 2" X 6" TOP PLATE PERFORATED Q m /\/\/� a- -a o E- <br />NSP-2 EVERY OTHER STUD ALUM SOFFIT/ w H <br />(2) 2"x0" HEADER AT WINDOWS vi <br />(2) 2 X12 DEADER AT 6068 SGD <br />CONTINUITY REINFORCEMENT FRAME WALL TO CMU <br />G WALL CONNECTION <br />WINDOW OPENIN65 TO BE SEALED AND 51-OI NOT TO SCALE 51-OI NOT TO SCALE <br />WRAPPED AND WINDOWS TO BE WINDOW PER PRODUCT <br />INSTALLED PER "DUPONT FLASHING APPROVAL (SEE PLAN FOR SIZE <br />SYSTEMS INSTALLATION GUIDELINES" 4 LOCATION) <br />CAULK 4 FLASH AS REO'D. <br />VERIFY R.O. W/ MANUFACTURER. I N <br />MARBLE WINDOW 51L <br />1/2" DRYWALL OVER 2"X6" <br />STUDS ® 16, O.G. W/ R-la <br />5/4" RIGID INSULATION 5/8" CEMENTUOUS COATING <br />ON METAL LATH OVER TYVEK <br />MOISTURE BARRIER OR EQUAL <br />OVER Y2" EXTERIOR GRADE <br />SHEATHING <br />EXI5TING CONCRETE SLAB <br />I I <br />'I I NOTES: <br />1. FILL ALL CELLS WHEN STEM <br />WALL IS BETWEEN 24" AND <br />co 40" IN HEIGHT ABOVE GRADE. <br />STD. 90° HOOK 2. FOR STEM WALL5 GREATER <br />(2) #5 REBAR CONT. 3" MIN. CAR. (SEE DETAIL) THAN 40" HIGH- CONSULT <br />ENGINEER <br />ON 3" CHAIR <br />ts" <br />A WALL SECTION <br />51-01 CONTRACTOR TO PROVIDE SOIL TREATMENT 50ALE: N.T.5. <br />DOCUMENTATION TO INSPECTOR FOR REVIEW. <br />6X6 AI AXAI A WWF <br />OR F I BERME5H <br />01 <br />4" <br />IN. <br />10*'1= TYPICAL THIC <br />51-0 I SCALE: N.T.5. <br />a <br />ALUM. SCREEN <br />�R POM BY OTHERS <br />S. <br />GRADE <br />i\ 7 Q <br />(1) #5 GONT. <br />D SLAB EDGE <br />20" MIN. LAPS, <br />5 OR #4 REINFORCING BAR <br />#5 4 #4 LAP SPLICE <br />25" MIN. LAP <br />-------.----•-------------------- <br />REINF701�N65AR <br />- <br />Oro .WDLICE <br />- <br />#5 REINFORCING <br />RADIUS = 1-1 <br />10" <br />G "S STD. 90' HOOK <br />50ALE: I\"= I'-O" <br />im <br />K.O. BLOCK W/ (U #5 CONT. <br />NEW #5 REBAR VERTICAL <br />IN FILLED CELL. <br />I <br />"- #5 RETRO-FIT FILLED CELL <br />REQUIRED IF NO EX15TINS FILLED CELL <br />6" EMBEDMENT INTO EXI5TIN6 <br />M AND FOOTING. <br />#5 X15 <br />#5 XI8" REBAR DOWEL INTO <br />EXISTING MA5ONRY W/ 51MP50N <br />SE722 EPDXY ® 12" O.G. <br />�I <br />NEW <br />NEW WALL I EXI5TIN6 WALL <br />N6 FOOTIN6 <br />#5 W/ 6" EMBEDMENT <br />U51N6 5ET22 EPDXY <br />' TYPICAL NEW MASONRY RETROFIT <br />51-OI NOT TO SCALE <br />SEE WALL 5ECT1 <br />RTI&F U.S.P. OR <br />HIO SIMPSON— - <br />ELEVATI N <br />VARIE <br />CEMENTITIU05 <br />GOAT FINISH —� <br />1/2" PLYWOOD <br />2- 2"xl2" WOOD BEAM <br />TA20 U5P OR <br />-HETA20 51MP50N <br />CEMENTI TI OU5 <br />-GOAT FINISH <br />1/2" PLYWOOD <br />GONG. BLOCK <br />COLUMN W/1 #5 R. <br />FROM FOOT TO <br />BEAM <br />4" (2,500 P.5.1.)GONG. <br />SLAB W/6"X6"-NIA X <br />W1.4 OR FIBER MESH ON 6 <br />MIL VAPOR BARRIER <br />OVER GLEAN COMPACTED <br />TERMITE TREATED FILL <br />1 t'-4" L 5 #5 REBAR EACH WAY <br />�R <br />COLUMN SECTION WITH WOOD BEAM <br />51-OI NOT TO SCALE <br />6X6 PT POST IN SIMPSON <br />STRONG -TIE "A566 POST <br />ANCHOR BOLTED Wlj"Ox2b" RED <br />HEAD TO t SET IN <br />NON-EXPANDINGOUT (TYP. <br />EA POST) <br />4" CONC. SLAB <br />6/6 ULM OVER i <br />POLY VAPOR <br />BARRIER OVER <br />CLEAN t TERM11 <br />TREATED COMP <br />SOIL <br />I <br />POURED CONC. PAD W/ 2 5 V-4" <br />REINF EA. WAY SEE SHT • $1.1 <br />FOR DETAILS <br />COLUMN SECTION WITH WOOD BEAM <br />51-01 NOT TO SCALE <br />1/2" DIA x 10" ANCHOR BOLTS <br />AT 4'-0" O.G. EMBEDDED <br />NEW EXISTING <br />05 REBAR W/ 6" (MIN.) <br />EMBED. W/ SIMPSON SET <br />z EPDXY (12" FROM TOP d <br />BOTT.) <br />L e <br />N <br />(2) 2x12 HEADER WRAPPED W/ IX <br />TO MATCH EXTERIOR <br />6X6 SIMPSON STRONG -TIE "CC46 <br />® TOP OF CENTER POST AND <br />'CCT46 ® TOP OF CORNER POST <br />(OR EQUIVALENT) ANCHORED TO <br />BEAM PER MANUF. <br />SPECIFICATIONS. <br />ELEV. MATCH z <br />EXISTING FLOOR a -1 <br />HEIGHT V.I.F. <br />. . <br />SPLICE 25" (MIN.) <br />NEW FOOTING <br />(SEE 5CHED. 4 <br />PLAN) <br />*5 REBAR W1 6" (MIN.) <br />EMBED. W1 SIMPSON <br />5ET EPDXY <br />05 x 25" REBAR AT 4' O.G. <br />NEW TO EXISTING STEM WALL DETAIL <br />50ALE: N.T.5. <br />U <br />I— <br />Q W <br />LLJ LJJ C,l <br />(JI nV I r l <br />o <br />V <br />V) L L_ <br />z � J <br />m� <br />w <br />u a_ <br />LI-1 (_ N <br />O <br />O <br />u� <br />DATE: 04/05/2021 <br />DRAWN: J.W.S. <br />CHECKED: P.A.S. <br />PROJECT: 2102 <br />SHEET NUMBER <br />si-ol <br />10 OF 12 <br />