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49'-7" <br />49'-7" <br />EXISTING AND DEMOLITION PLAN <br />SCALE 1 /4" = 1 <br />FLOOR PLAN <br />SCALE 1 /4" = 1, <br />6'-7" <br />�7 <br />10" 37151 10'-10" 375 I 5'-6" <br />SQUARE FOOTAGE <br />HEATED AREA 13GG 5f <br />UST 1 10 5f <br />PORCH 1 12 5f <br />TOTAL AREA 1 588 5f <br />LEGEND <br />O EX15TING WOOD FRAME WALL <br />® CONCRETE BLOCK WALL <br />ED TO BE DEMOL15HED <br />NEW WOOD FRAME WALL <br />77 `X" STEP (5EE FROM BOTTOM * RIGHT) <br />SQUARE FOOTAGE <br />HEATED AREA 147G 5f <br />PORCH 1 12 5f <br />m <br />X <br />r- <br />m <br />m <br />m <br />X <br />m <br />DEMOLITION NOTES <br />1. VERIFY ALL DIMENSIONS AND ELEVATI❑NS BEFORE <br />STARTING DEM❑LITION WORK, <br />2. PR❑VIDE TEMPORARY BRACING AND SH❑RING OF J❑ISTS <br />AND BEAMS WHEN DEMOLISHING EXISTING WALLS, <br />3. ALL TERMITE AFFECTED AREAS AND/OR STRUCTURAL <br />MEMBERS SHALL BE REPLACED WITH EQUAL OR BETTER <br />STRUCTURAL NEW MEMBERS. <br />4. ALL DEM❑LISHING WORK SHALL BE PERFORMED IN <br />ACCORDANCE WITH LOCAL LAWS AND REGULATIONS FOR <br />SAFETY MEASURES AND C❑NSTRUCTION METHODS, <br />5, THE CONTRACTORS SHALL BE RESPONSIBLE FOR <br />PROPER DISP❑SAL OF ALL DEMOLISHED MATERIALS AND <br />EQUIPMENT, <br />6, ANY DEMOLITION THAT IS FOUND NECESSARY DURING <br />THIS WORK AND THAT IS NOT NOTED IN THIS DRAWING <br />SHALL BE INFORMED TO THE ENGINEER, <br />Location <br />min/max <br />Horiz Distance From Windward Edge <br />Oft <br />5 ft <br />loft <br />20 ft <br />Windward Roof Coefficient <br />Normal to Ridge, CP <br />Min <br />-0.90 <br />-0.90 <br />-0.50 <br />-0.30 <br />Max <br />-0.18 <br />-0.18 <br />-0.18 <br />-0.18 <br />Leeward Roof Coefficient <br />Norma Ito Ridge,CP <br />Min <br />-0.90 <br />-0.90 <br />-0.50 <br />-0.30 <br />Max <br />-0.18 <br />-0. LB <br />-0.18 <br />-0.18 <br />Roof Coefficient <br />Parallel to Ridge, CP <br />Min <br />-0,90 <br />-0.90 <br />-0.50 <br />-0.30 <br />Max <br />-0.18 <br />-0.18 <br />-0.1$ <br />1 -0.18 <br />Structure_ Pressure Summary {Add Internal Pressure p,GC.,, or 9,,GC„, as Necessary <br />Roof <br />Figure 27.4-1 <br />Neight,z <br />K, <br />qZ <br />Walls <br />Normal to Ridge <br />Parallel <br />to Ridge <br />internal <br />WW <br />LW <br />WW f LW <br />Side <br />WW <br />LW <br />Positive <br />Negative <br />0 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />-9.3 psf <br />26.9 psf <br />-1S.4 psf <br />Min: <br />19.8 psf <br />Min: <br />-19.8 psf <br />Min: <br />-19.8 psf <br />4.7 psf <br />-4.7 psf <br />1 ft <br />0.S7 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />2 ft <br />O.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />3 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />4 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />5 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />2&9 psf <br />Max: <br />-4.0 psf <br />Max: <br />-4.0 psf <br />Max: <br />-4.0 psf <br />4.7 psf <br />6 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />7 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />8 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />9 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />2&9 psf <br />4.7 psf <br />10 ft <br />0.57 <br />26.3 psf <br />17.6 psf <br />26.9 psf <br />4.7 psf <br />STRUCTURAL DESIGN CRITERIA <br />PER FLORIDA BUILDING CODE 6TH EDITION (2017) (FBC) <br />DESIGN WIND VELOCITY (3-SEC GUST) 150 MPH <br />RISK CATEGORY II <br />IMPORTANCE FACTOR 1.0 <br />BUILDING CATEGORY II <br />WIND FXPnSIIRF R <br />STRUCTURE TYPE <br />ENCLOSED <br />INTERNAL PRESSURE COEFFICIENT <br />+/- 0.18 <br />COMPONENTS AND CLADDING DESIGN WIND PRESSURES: SEE TABLES <br />ROOF LIVE LOAD <br />20 PSF <br />ROOF DEAD LOAD <br />10 PSF <br />FLOOR LIVE LOAD <br />40 PSF <br />FLOOR DEAD LOAD (WOOD FLOOR TRUSSES) <br />15 PSF <br />CONCRETE (AT 28 DAYS) <br />3000 PSI <br />REINFORCING STEEL <br />ASTM A615 GRADE 60 <br />MINIMUM LAP -FOR No. 4-BARS = 20" - - <br />No. 5 BARS = 25" <br />No. 6 BARS = 30" <br />No. 7 BARS = 35" <br />STRUCTURAL STEEL <br />ASTM A-36 <br />LUMBER MINIMUM Fb 1150 PSI <br />USE (MINIMUM) SOUTHERN PINE No.2 OR DOUGLAS FIR -LARCH No.2 <br />FOR ALL STRUCTURES LOAD BEARING OR EXPOSED TO WIND <br />SOIL BEARING PRESSURE (ASSUMED) 2000 PSF <br />TO BE FIELD VERIFIED PRIOR TO PLACING OF FOOTING REINFORCEMENT <br />OR CONCRETE POUR; NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO <br />MEET REQUIREMENTS. <br />STRUCTURAL DESIGN SHALL BE IN COMPLIANCE WITH CHAPTER 1609 OF FBC <br />ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC AND LOCAL ORDINANCES <br />AND REGULATIONS. <br />APPROVED PRODUCT LIST <br />PRODUCT <br />SUB <br />MANUFACTURER <br />STATE OF FLORIDA <br />APPROVAL <br />CATEGORY <br />CATEGORY <br />APPROVAL NUMBER <br />DATE <br />DOOR <br />EXTERIOR DOOR <br />JELD-WEN <br />FL14111-R2 <br />01/21/2015 <br />Ply Gem <br />WINDOW <br />WINDOW <br />Windows <br />14039-R2 <br />04/25/2015 <br />STRUCTURAL <br />WOOD <br />FL11473-R3 <br />06/22/2015 <br />COMPONENTS <br />CONNECTORS <br />SIMPSON <br />FL10860-R3 <br />06/21/2015 <br />ROOFING <br />ASPHALT <br />FL10124-R19 <br />10/13/2016 <br />SHINGLES <br />GAF <br />(FL10124.1) <br />EXTERIOR DOOR <br />SECTIONAL <br />EXTERIOR <br />DOOR ASSEMBLY <br />CLOPAY <br />FL5678-R3 <br />03/07/2015 <br />ROOFING <br />RIDGE VENT <br />Florida Metal <br />ACCESORIES <br />Products Inc. <br />FL2075-R7 <br />03/09/2015 <br />Panel Walls <br />Soffits <br />Mitten Inc. <br />FL13275-R2 <br />08/19/2015 <br />ROOFING <br />Modified Bitumen <br />TAMKO Building <br />FL735-R11 <br />11/03/2016 <br />Roof System <br />Products, Inc. <br />Structural <br />Products Introduce <br />os ResultofNew <br />CAST-CRETE <br />FL158-R9 <br />05/21 /2017 <br />Components <br />P <br />Technology <br />USA, Inc. <br />ROOFING <br />Underloyments <br />G.A.P. Roofing <br />FL2894-R6 <br />06/22/2015 <br />OPTION DETAIL <br />FOR NON <br />SHUTTER PROOF WINDOWS <br />NOT TO SCALE <br />METAL 3/4" X 2" <br />2' IWALL <br />ANCHORS <br />EPDXYEDINTO <br />MASONRY WALL <br />g" <br />W/1/2" X 2 2" <br />N1 <br />LAG SCREW W 2" <br />6„ <br />DIA FLAT WACHER <br />EA. CORNER & 1 EA <br />~ <br />1/2" ADX PLYWD <br />0 CENTER SPAN 6'0" <br />SHIELD CUT TO FIT <br />OR GREATER. <br />LL ANCHORS <br />EA OPENING. <br />ATTACH ADDITIONAL PANEL <br />&OXYEDINTO BILK. <br />W/12" WIDE (6" BY SIDE) <br />1/2" PLYWOOD ATTACHED <br />W/1" DRYWALL SCREW <br />STAGGERED 0 10" O.C. <br />IN BOTH SIDES o <br />tp <br />IF OPENING IS LONGER THAT 4' <br />ALUM. FRAME <br />WINDOW <br />AS SPECIFIED <br />1/2" CDX PLYWOOD <br />W/PRE - DRILLED <br />>a I <br />INSIDE MARBLE <br />HOLES MATCHING <br />CONCRETE SILL <br />SILL <br />W/ANCHORS TYP. EA <br />I <br />DOOR & WINDOW <br />6 <br />OPEN. <br />ALUM. FRAME <br />* PLYWOOD PANELS <br />WINDOW BEYONS <br />(SEE DETAIL SHT <br />EPDXY 3/4"x2" <br />ANCHOR <br />8"x8"x16" CONC. <br />SHALL BE MARKED <br />FOR INSTALL <br />INTO BILK C. <br />BILK <br />ACCORDING TO EACH <br />SPECS.) <br />CORNERS <br />OPENING & ON SITE <br />0 TIME OF FINAL <br />INSPECTION. <br />\ •• <br />wI <br />Z <br />.. •"•�J•, <br />Z <br />t .0 <br />'l,y f)rOp�L <br />- l��W <br />- <br />W o <br />0 <br />s <br />W <br />� <br />U <br />W <br />w b <br />O�Ci <br />H Iz� <br />J cc cr_ <br />Q <br />LU CL <br />aL�o <br />0 <br />U Z <br />aw�CU <br />c) <br />Z <br />w z <br />Uu _ <br />Z Z W <br />O <br />r <br />O_ <br />I- <br />¢ o ,� c� <br />o <br />n_ <br />cn z o ? <br />WwOC <br />ao <br />r <br />oC <br />U <br />Uj <br />LUQ0 -5- Lu <br />N <br />LLI <br />OCz <br />J - <br />CD <br />zv0-iow <br />wQ O Cr <br />- <br />W <br />U� <br />Z LU <br />(.5 H <br />0 <br />aa..w�0 <br />0 <br />20<LL <br />C- <br />LU <br />1- 2 z <br />¢ <br />0zZO <br />cwi�av7 <br />� <br />O <br />Z)m w <br />Z <br />o_W>-<n-OzW <br />¢ 0-1 <br />J <br />Lo <br />W <br />oCO <br />q <br />0M <br />Lq , <br />E <br />� <br />O <br />° <br />U. <br />W <br />\1/ <br />C <br />.� <br />cm <br />r <br />�M <br />@ <br />�A <br />Cn <br />J <br />-1 <br />W <br />_Ci <br />C <br />Z Co <br />V <br />q <br />� <br />� <br />W <br />� <br />W <br />Cn <br />W <br />Z <br />V <br />Z) <br />a <br />om <br />O <br />U <br />O <br />J <br />04 <br />J <br />J <br />w <br />LL <br />QM <br />0 <br />O <br />>_J <br />oLL <br />Z <br />a <br />000 <br />z� <br />Z <br />V <br />z� <br />O <br />LUM <br />Q <br />o= <br />J <br />O <br />MN <br />Q <br />- <br />W <br />z <br />o <br />/ <br />0. <br />06 <br />O <br />LL <br />0 <br />J <br />Z <br />U <br />Cn <br />H <br />E <br />E <br />T 02 <br />N <br />0 <br />TOTAL AREA 1 588 5f <br />