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DRAWINGSDOUBLE 2x4 SYP P.T. WOOD POSTS O 1/2" DIAM. HILTI KWIK BOLT 3 (7" MIN. BED. (1 AT 6" FROM TOP AND BOTTO . PLACE REMAINDER AT 24" O.0 i —12-2x4 TOP PLATE I I I �x4 SYP T. STUDS @ 16" OC 20 PT SILL PLATE FASTEN PLATE TO FOUNDATION SLAB w/ 1/2"— EXP. BOLTS (7" EMBED) w/ 2"x2" W/ OVER SIZED WASHERS ® 16-0-c- 1.5" RECESS WITH OF BASE PLATE 8/,,SIMPSON SPH4 W/ (12 -10d TO STUD W1 1360 LBS ALLOWA LE UPLIFT LOAD P -OD. APP. FL538.22 4-12-16 O SIMPSON MTS 16 STRAP FROM JAMB ACROSS JOISTS Op SIMPSON SPH4 W/ (12)-10d TO STUD W 1360 LBS ALLOWABLE UPLIFT LOAD P OD. APP. FL538.22 R-11 REPAIR WOOD INFILL EXTERIOR WALL AA HH I FASTENER SCHEDULE LOCATION NAIL SIZE / STAPLE METHOD SPACING * STRUCTURAL WOOD UP TO 0.131 x 2-172'__8_d, OR 10d RING SHANK POWER DRIVEN 6" O.C. 0 PANEL EDGES & FIELD WALL SHEATHING 51r WITH FULL HEAD 4" O.0 . 0 CORNER AND GABLE ENDS O O O POW Dtm © O * WIRE LATH x 1— 2 16 GA. �STAPLE� PNEUMATIC FASTENER MAX. 6 O.C. SIDE LAPS SECURED TO SUPPORTS & TIED BETWEEN SUPPORTS * 0 9" O.C. 4" O.C. 0 RIBS * ROOFING PAPER AS PER PRODUCT APPROVAL LICENSE ` AR - R r D USEAE GRADE• 0 0 Q 0 w W E4 o M--�1 0 O 1/2" DIAM. HILTI KWIK BOLT 3 (7" MIN. BED. (1 AT 6" FROM TOP AND BOTTO . PLACE REMAINDER AT 24" O.0 i —12-2x4 TOP PLATE I I I �x4 SYP T. STUDS @ 16" OC 20 PT SILL PLATE FASTEN PLATE TO FOUNDATION SLAB w/ 1/2"— EXP. BOLTS (7" EMBED) w/ 2"x2" W/ OVER SIZED WASHERS ® 16-0-c- 1.5" RECESS WITH OF BASE PLATE 8/,,SIMPSON SPH4 W/ (12 -10d TO STUD W1 1360 LBS ALLOWA LE UPLIFT LOAD P -OD. APP. FL538.22 4-12-16 O SIMPSON MTS 16 STRAP FROM JAMB ACROSS JOISTS Op SIMPSON SPH4 W/ (12)-10d TO STUD W 1360 LBS ALLOWABLE UPLIFT LOAD P OD. APP. FL538.22 R-11 REPAIR WOOD INFILL EXTERIOR WALL AA HH I FASTENER SCHEDULE LOCATION NAIL SIZE / STAPLE METHOD SPACING * STRUCTURAL WOOD UP TO 0.131 x 2-172'__8_d, OR 10d RING SHANK POWER DRIVEN 6" O.C. 0 PANEL EDGES & FIELD WALL SHEATHING 51r WITH FULL HEAD 4" O.0 . 0 CORNER AND GABLE ENDS * WOOD BOTTOM SOLE PLATE 1/2" ANCHOR BOLTS POW Dtm 2'-0" O.C. W/MIN. 7" EMBEDMENT * WIRE LATH x 1— 2 16 GA. �STAPLE� PNEUMATIC FASTENER MAX. 6 O.C. SIDE LAPS SECURED TO SUPPORTS & TIED BETWEEN SUPPORTS * 0 9" O.C. 4" O.C. 0 RIBS * ROOFING PAPER AS PER PRODUCT APPROVAL I_11INMto] =A I METAL &WIRE LATH: FASTENING SHALL BE PER F.B.C. CHAPTER 25 SECTION 2514.3. LATH SHALL BE NAILED TO SUPPORTS W/ 11 GA. GAILY. BARBED NAILS 1-1/2" LONG HAVING A HEAD NOT LESS THAN 3/8 INCH 0 FOR HORIZONTAL SUPPORTS. PROVIDE 3/4" PENETRATION OF FASTENER ON VERTICAL SUPPORTS. WOOD 1. ALL STRUCTURAL LUMBER SHALL BE #2 GRADE SOUTHERN PINE OR DOUGLAS FIR— LARCH OR BETTER WITH A MINIMUM ALLOWABLE EXTREME FIBER STRESS IN BENDING. Fb=1200 PSI. LUMBER USED FOR STUDS IN EXTERIOR WALLS ALL OTHER LUMBER SHALL BE OF STUD GRADE SOUTHERN PINE OR DOUGLAS FIR—LARCH OR BETTER W/ A MINIMUM ALLOWABLE EXTREME FIBER STRESS IN BENDING OF Fb=1000 PSI. DOUGLAS FIR—LARCH #2 OR BETTER SHALL MEET OR EXCEED THE REQUIREMENT FOR ALL PROPERTIES FOR SIZES USED AS INDICATED IN NDS TABLE 4.A, EXCEPT SOUTHERN PINE WHICH SHALL BE BASED ON TABLE 4.B. 2. WOOD SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS THE WOOD HAS BEEN TREATED WITH AN APPROVED PRESERVATIVE METHOD, PER F.B.C. CHAPTER 23 SECTION 2326.2. 3. PRESSURE TREATED LUMBER USED FOR STRUCTURAL FRAMING MEMBERS ABOVE GROUND AND PROTECTED FROM LIQUID WATER, (LEDGERS, BLOCKING, PLATES, ETC.), SHALL BE "ADVANCE GUARD PTW" BORATE PRESERVATIVE TREATED WOOD AS MANUFACTURED BY OSMOSE, INC. CONFORMING TO AWPA STANDARDS "P5" AND "C31". THE DELIVERY, HANDLING, STORAGE, AND INSTALLATION OF "ADVANCE GUARD PTW" SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, INSTRUCTIONS, BULLETINS, AND RECOMMENDATIONS. BLDG. DESIGN ATA CODES: FLORIDA BUILDING CODE 2014 5 TH EDITION NFPA 101 LIFE SAFETY CODE 2005 EDITION NFPA 72 NATIONAL ELECTRIC CODE 2011 ASCE 7-10 DESIGN CRITERIA PROPOSED BASIC LEVEL 2 ALTERATION gel "$a iiil� 111iii, ROTTEN WALL SHEATHING REPAIR NEW LATH AND STUCCO REPAIR OR REPLACE EXISTG 2 X AS REQ. NEW CORNER 4 X 4 PT POST NO MECH, ELECTRIC, PLUMBING r !wl "ta-L-li ru I SIMPSON 1/2" ANCHOR BLOT 4" LONG c -in TO POST ABA44 -- -_ d - NOTE: REPAIRS TO THIS AREA WILL BRING THE STRUCTURE COMPLIANCE TV RM EXISTG ROOF REMAINS TIE IN EXISTG LATH REPLACE EXISTG 4 X 4 POST SEE DETAILS BASE DETAIL w� : CL THIS AREA AA REPAIR EXISTG 2 X FRAMING UNDER WINDOWS ROTTEN KNEE WALL SHEATHING REPAIR 4-12-16 STUCCO FINISH ON FELT BACKED METAL LATH ON 30# ROOF FELT TIN TAGGED TO %" CDX PLYWOOD SHEATHING R-11 INSULATION PARTIAL PLAN PAU CHARETTE A.I.A. s� k , LICENSE ` AR - R 0 0 Q 0 w W E4 o M--�1 0 0 d- ft�_ rn O 0 (_0 In O Q0 CD Inz � � � z Q W o W O > Q� O WLli U Q) U CO W --1 z a �+ U CO c- ry Ln L Q N O �U m Q n W 0 U U —I u� U = U Q z m W Q m n Ln z z oo N QLn 0� N_O m LL m 0 STARTED: PRELIM: PERMIT - BLDG DEPT- 9-15-15 BLDG DEPT: AS BUILT 4-12-16 CHECKED: PC SCALE: as noted SHEET