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AS-BUILT/DEMO PLAN <br />SCALE: 1 /4" = F-0" <br />DEMOLITION KEY NOTES <br />1- REMOVE EXISTING WINDOW <br />2- REMOVE EXISTING GARAGE DOOR <br />3- REMOVE EXISTING DOOR <br />4- REMOVE EXISTING WINDOW AND INFILL WITH WOOD FRAME <br />5- REMOVE EXISTING DOOR AND INFILL WITH WOOD FRAME <br />6- REMOVE EXISTING CLOSET WALL <br />7- REMOVE EXISTING KITCHEN <br />8- REMOVE EXISTING WINDOW AND CUT WALL FOR NEW 3068 DOOR <br />9- CUT NEW OPENING FOR NEW 3030 WINDOW <br />10- REMOVE EXISTING WINDOW AND CUT WALL FOR NEW 3068 DOOR <br />WALL LEGEND- <br />EXISTING PARTITION WALL <br />EXISTING 8" CMU <br />1) CODES: <br />1.1 2020, 7th EDITION OF THE FLORIDA BUILDING CODE, AND WIND LOAD <br />REQUIREMENTS PER SECTION 1609. <br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). <br />1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS <br />AND OTHER STRUCTURES (ASCE 7-16). <br />1.4 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL <br />STEEL FOR BUILDINGS (RISC 9TH EDITION). <br />1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" <br />PER ANSI/ TPI 1-2014. <br />2) DESIGN CRITERIA: <br />2.1 BUILDING FLOORS - 40 PSF LIVE LOAD. <br />2.2 BALCONIES - N/A <br />2.3 WALKWAYS - N/A <br />2.4 ROOF OVER AREAS - 20 PSF LIVE LOAD, 15 PSF DEAD LOAD ROOFS; 25 PSF (15 <br />PSF T/C & 10 PSF B/C) DEAD LOAD FOR CONCRETE TILE ROOFS. <br />2.5 WIND - 150 MPH, PER FBC-2017 UNLESS NOTED OTHERWISE. <br />2.6 NET UPLIFT DEAD LOADS 10 PSF SHINGLE; 15 PSF TILE. <br />3) SOIL: <br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (ASSUMED) <br />4) CONCRETE: <br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI (NORMAL WEIGHT). <br />4.2 REINFORCING BARS: ASTM A615 (GRADE 60). <br />4.3 WELDED WIRE FABRIC (WWF): ASTM A185. <br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. <br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" <br />THICK MIN., REINFORCED WITH 6X6 - W1.4 X W1.4 WWF AT MID -DEPTH OF SLAB. <br />FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTOR'S OPTION. <br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25"1 #4 BAR 20111 #3 BAR 15". <br />5) MASONRY: - <br />5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE <br />NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. <br />5.2 MINIMUM MASONRY UNIT STRENGTH: fm 1350 PSI. <br />5.3 MORTAR SHALL BE TYPE S. <br />5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE <br />WHEN STEM WALL IS GREATER THAN 24" TALL ABOVE GRADE. <br />5.5 FILL CELLS W/ (1) #5 BAR SHALL BE LOCATED @ 10'- 0" O/C MAX, AT EACH CORNER <br />AND EACH SIDE OF OPENINGS GREATER THAN OR EQUAL TO 6'-011 <br />. <br />6) WOOD: <br />6.1 DIMENSIONED LUMBER SHALL BE DRESSED 848, AND SHALL BEAR THE GRADE <br />STAMP OF THE MANUFACTURE'S ASSOCIATION <br />6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WRAP <br />6.3 ALL STRUCTURALS BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE SYP. <br />NO #1 GRADE (UNLESS NOTED OTHERWISE) WITH SINGLE MEMBER (UNFACTORED) <br />STRESSES AS FOLLOWS: <br />i. Fv=90 PSI <br />ii. Fc=975 PSI <br />iii. E=176007000 PSI <br />iv. 19% MAXIMUM MOISTURE CONTENT <br />v. FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR BETTER <br />vi. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. <br />6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE <br />PRESSURE TREATED. <br />6.5 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MINIMUM <br />SHINGLES OR TILE <br />6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT <br />PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP <br />PLATES. <br />ALL DIMENSIONS ARE APPROXIMATELY, GENERAL CONTRACTOR <br />SHALL VERIFY ALL DIMENSIONS PRIOR CONSTRUCTION <br />THESE CONSTRUCTION DOCUMENTS HAVE BEEN <br />PREPARED UNDER THE DIRECT SUPERVISION OF <br />PIERRE M. VALLES, P.E. �fib#66356),, IERRE M. <br />VALLES, HEREBY ql .R 'I 50 rk 0 <br />DOCUMENTS OSEC IONS OF Tr I L IN'G COI 1S 020, <br />4 <br />7TH EDITION. 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