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5 <br />3 2 <br />I� <br />EXIST PLN WALL, <br />EXIST FLR TRUSS <br />SEE PLAN <br />NEW CONT 2X8 NAILER <br />FASTEN TO W12 BM W/ <br />HILTI DN152P8 PAF SPA <br />® 12" OC, TYP <br />COL <br />I <br />I <br />I <br />I <br />EXIST 2X BEARING <br />WALL, SEE PLAN <br />EXIST PLYWOOD FLOOR <br />DECKING, TYP <br />EXIST 2X8 ® 24" OC FLOOR JOISTS <br />�-- NEW 2X4 BLK'G <br />AT EA TRUSS, TYP <br />T 2 BM <br />EL=9 -11 <br />WF BM TO HSS CONN <br />SEE TYP DIET 5-001 /S3.1 <br />NEW W12 BEAM, <br />SEE PLAN <br />NEW HSS-4X4 COL, <br />SEE PLAN <br />AT <br />i CONT PREMOLD JOINT FILLER <br />AND SEALANT, TYP <br />I <br />Ii COL BASE PLATE AND <br />ANCHOR BOLTS, SEE TYP <br />/DET 5-002/S3.1 <br />REMOVE EXIST SLAB + THK'D i I <br />SLAB AS REQ'D AT NEW COL <br />FOOTING LOCATIONS <br />x —x— —x— — Ta = 7 =x— —x— —c—® <br />I aI 'A <br />d <br />®. v. A <br />v <br />d' •A <br />d \ / <br />�I--LL--- <br />NEW COL FOOTING, <br />SEE PLAN <br />EXIST 2X BEARING <br />WALL, SEE PLAN - <br />T 2 BM <br />EL=9 -11 <br />WF BM TO HSS CONN <br />SEE TYP DET 5-001 /S3.1- <br />NEW W12 BEAM, <br />SEE PLAN <br />NEW HSS-4X4 COL, <br />SEE PLAN <br />COL <br />I <br />I <br />S4. <br />ADD Ri2X4 BLOCKING <br />CEN D OVER NEW <br />EXIST 22X WALL, <br />JACK AND KING STUDS <br />SEEP N 3(4" STRUCT 1 CDX <br />P YWOOD GUSSEST <br />PNL PT TO PNL PT <br />CENTERED OVER SNTEW <br />W� 20 D16d NA&ID <br />STAGED EA SIDE <br />OF EXIST FLR TRUSS <br />I i <br />0 <br />10) 10d NAILS EA <br />NEW MICROLLAM (3)1 3/4 X11 3/4 SIDE OF BM <br />1 <br />1 <br />1 <br />1 <br />e <br />, , SIMPSON MSTC40 <br />s z NAIL TO OUTER <br />0 WRAP OVER TOP <br />N v AND NAIL TO INNER <br />STUD ON FAR <br />(20) 10d NAIL <br />STRAP <br />KING <br />OF <br />SIDE <br />EA SIDE <br />STUD <br />TRUSS <br />KING <br />PROVIDE <br />1 <br />li <br />SIMPSON CS14 STRAP <br />NAIL TO JACK STUD, Z <br />WRAP OVER TOP OF 0 z <br />BENT PL-3/16" WOOD BEAM AND NAIL cv <br />III <br />I I <br />BUCKET TO FAR SIDE PROVIDE <br />(20) 10d NAIL EA SIDE <br />(2)2X6 <br />I i <br />I <br />TOP PLA ET <br />I <br />NEW �2]2X6 JACK <br />STUD FASTENED <br />TOGETHER (2)10d <br />> II <br />I I <br />"W/ <br />NAILS ® 6 OC <br />NEW ADD'L 7/16" <br />STRUCTURAL GRADE <br />I , <br />I . <br />PLYWOOD APPLIED TO <br />I I <br />UN -SHEATHED SIDE <br />EXIST SHEARWALL, TYP <br />III <br />I I <br />EXIST 2X6 ® 16" OC <br />I I <br />I I <br />WALL STUDS <br />III <br />NEW (2)2X6 KING <br />STUD ASTEN D <br />� I <br />TOGETHER "W/ 2)10d <br />NAILS 0 6 OC <br />� I <br />� I <br />I i <br />� I <br />� 1 <br />i I <br />2X§ BLK'G SPA AT <br />48 OC VERT, TYP <br />EXIST CONT 2X6 (PT) <br />-01 l i i SOLE PLATE <br />S3.1 <br />S4.2 SIMPSON COL BASE <br />�� HDC10/22-SDS2.5 <br />I I <br />T FOOTING EXIST CONIC SLAB 7/8" 0 HAS ROD <br />ON GRADE + NUT & WASHER <br />III <br />I I <br />I I <br />I I <br />—x— —X— =X— —x— — T `X-�X' —x— x. �X� I. e 1 X.X— —X— X —X— —X— —X— —X— —X— —X— —X— —X— —X— —X— L1--X— —X— —X— —X— —x— <br />. <br />I I <br />4 <br />\ r , <br />fit- _A <br />+ L <br />EXIST THK'D SLAB <br />-- <br />�i I ii I FOOTING (BEYOND) <br />NEW COL FOOTING, <br />SEE PLAN <br />J <br />0 <br />U <br />V) <br />N <br />FASTEN STUD TO <br />HSS-4X4 COL ;PF/ <br />HILT, DN147P8 <br />® 6 OC, TYP <br />HSS COL <br />I <br />I / <br />NEW/EXIST 2X6 WALL <br />FRAMING, SEE PLAN <br />I <br />NEW HSS-4X4 COL, <br />SEE PLAN <br />PLAN DETAIL W <br />SCALE Of - T-W <br />"W1" (RENOVA <br />SCIAI.E 3/417 - T-W <br />EXIST 2X6 WALL <br />FRAMING, SEE PLAN <br />2X6 WALL STUD EA SIDE <br />OF INTERSECTING WALL — <br />PLAN DETAIL "B' <br />SCALE 3/,V - T-W <br />EXIST THK'D SLAB <br />FOOTING, SEE PLAN <br />SIMPSON <br />CS14 STRAP <br />NEW 7/16" PLYWOOD <br />SHEATHING IN ADDITION <br />TO EXIST ON OPPOSITE <br />SIDE OF WALL -----i <br />EXIST 2X6 �- <br />SHEARWALL FRM'G <br />ADD'L (3)2X STUDS <br />SISTERED W/ EXIST <br />EMPTY CELLS, FILL <br />SOLID W/ 3000 PSI <br />GROUT <br />a SIMPSON <br />CS14 STRAP <br />—1 /4"0 X 4" LONG <br />FHILTI KWIK-CON II <br />PA®3"OC <br />MIN 1 3/24" EMBED) <br />PLAN DETAIL 'C' <br />SCALE 81,C - T-W <br />EXIST EXTERIOR 8" <br />CMU BEARING WALL <br />TYP 0 <br />SHEARWALL <br />PROVIDE (20) 10d <br />NAILS TYP AT EACH <br />Z STRAP �� <br />N v / B <br />S4.1 <br />T 2ND FLR <br />EL=11 -10 <br />-PROVIDE (8) 1 /2"0 HILTI <br />KWIK CON III SPA 0 3" OC <br />MIN, AVOID MORTAR JOINTS <br />(EMBED 1 3/4" MIN), TYP <br />AT EACH STRAP <br />NOTE: <br />REMOVE EXISTING STUCCO <br />TO ACCOMODATE STRAP <br />INSTALLATION <br />1/4"0 X 4" LONG <br />�PA <br />HLTI KWIK-CON II <br />IC1D3%4 EMBED) <br />ILL CELLS SOLID W/ <br />GROUT AT SHEARWALL <br />FASTENERS, TYP <br />EXIST 8" CMU <br />BEARING WALL, TYP <br />ADD'L (3 NEW 2X6 <br />STUDS S STERED W� <br />EXIST 2X6 STUD A <br />CMU WALL <br />EXIST CONT WALL <br />FOOTING <br />`����•----••gilt <br />A Cq tt1 ! <br />o <br />53411 <br />.2 i <br />F <br />ARMANDO A. CASTELLON, P.E. �� 0% ( 0 R I <br />FL. LIC. No. 43453 rrrri S �•• • • • • • • •'����� <br />MASTER <br />CONSULTING <br />ENGINEERS, INC. <br />S7RWWRAL CONSULTANTS <br />5523 WEST CYPRESS ST., #200 <br />TAMPA, FLORIDA 33607 <br />813.287.3600 FAX 813.287.3622 <br />www.mcengineemcom <br />THIS DRAWRq AND ALL INFORMATION COWfAINED NEFSN IS THE SOLE PROPERTY <br />OF wsim CONSULTING ENGINEERS, MC. AM MAY NOT BE W-R=M, <br />COPIED, MMUD OR USED IN MY WAYWRHWT THE EI %M WIMEN <br />AUT MIZATION FROM MASTER CONSULTING e"AE iS, ING <br />CA: 8426 PROJ NO. 1001-000 <br />© COPYRIGHT 2013 <br />THE COMMONS <br />ON PRETTY POND <br />38130 Pretty Pond Road <br />Zephyrhills, FL 33540 <br />- <br />- <br />10/15/13 <br />8/30/13 <br />PERMIT SET <br />DESIGN DEVELOPMENT SET <br />Mark <br />Date <br />Description <br />Issue/Revision <br />Revision <br />Project ID <br />13016 <br />CAD File Name <br />S4.1 SECTIONS AND DETAILS <br />Drawn By JW <br />Reviewed By HK <br />Plot Date: <br />10/11 /2013 <br />Record Date: <br />10/10/2013 <br />Sheet Title <br />SECTIONS AND DETAILS <br />None <br />Drawing No. <br />5 <br />4 <br />S4.1 <br />