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1330 Ocean Boulevard RES19-0142 RevTWO—STORY WALL SECTION @DECK SCALE: N.T.S. ARCHITECTURAL SHINGLES SEE MFR. SCALE: N.T.S. BUILDING CODE 2107 - RESIDENTIAL):COMM UNITY DEVELOPMENT SPECIFICATIONS FOR CODE COMPLIANCE AND NOTES (1713C2107—R) INSTALLATION ARCHITECTURAL PLANS R-44 INSULATION AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK DOOR IS TO HAVE A 20 MIN. FIRE -RATING. / APPROVED 15/32" OSB STRUCTURAL 1, EXPOSURE 1 2. FBC-R302.5.2: DUCTS IN GARAGE SHALL BE MIN. SHEATHING STAGGERED W/10d RING SHANK 2nd FLOOR PROPOSED PLANS, FOUNDATION LAYOUT NAILS 0 6" O.C. EDGES & 6" D.C. FIELD 12 A3 PRE-ENDINGEERED ROOF TRUSSES 6 0 24" O.C. PER TRUSS MFR. THE SEPARATION IS A FLOOR CEILING 5 TRUSS ANCHOR PER STRUCTURAL LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE FRAMING. ENGINEERING. EAVE DRIP, VALLEY AND EDGE FLASHING 1/2'° GYPSUM BD. SHALL BE 26 GA. METAL SEE MFR. 1 SECURED TO TRUSSES VALLEY LININGS STALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, VALLEY LINING SHALL BE AT LEAST 24' WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS IN TABLE R903.1 SPECIFICATIONS FOR CODE COMPLIANCE AND SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FLASHING STALL BE OF EITHER CORRISION-RESISTANT METAL PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROOL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1. HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN H -SECTION JOINT COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. TYP INSTALLATION' 1x6 ALUMINUM WRAPPED FASCIA OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4BELOW FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS O 3 O RIDGE FLASHING: (NOT TO SCALE) 7 29 GA. GALVANIZED W/GALVANIZED SAVE DRIP 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL (2) 2x6 TOP PLATE VENTED SOFFIT T HARDIE BOARD SHAKE SIDING OVER TYVEK SURFACE ROLL ROOFING, COMPLYING WITH ASTM D 249, SHALL BE HOUSEWRAP OVER 15/32" CDX PLYWOOD SHEATHING FASTENED TO STUDS W/ 8D — '-.! PERMITTED. THE BOTTOM LAYER SHALL BE 18' AND THE TOP COMMON NAILS 0 3' O.C. IN FIELD & AT I PANEL EDGES SEE STRUCTURAL ENGINEERING °O UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BEA 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36° BASE AND COUNTER FLASHING STALL BE INSTALLED IN ACCORDANCE MINIMUM 2' WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, O.C. MAXIMUM TO THE OPPOSING SDE OF THE ROOF. REPEAT WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A 1/2" GYPSUM BD. OVER 2x6 STUDS 0 16" O.C. TYP. ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. O FIBER CEMENT SIDING FLASHING: 36"H HANDRAIL (TYP.) �t PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED CONTINUOUS METAL 'L" FLASHING SHALL BE SET IN APPROVED INSULATION 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE PANEL SONG: (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS THE RIDGE. UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION 2x6 SILL PLATE HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D SHALL BE FASTENED 6' ON CENTER WITH APPROVED FASTENERS. PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER 2 226 TYPE I OR TYPE II OR ASTM 0 4669 TYPE II OR TYPE IV OR ASTM D 6757 FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING OR " T&G PLYWOOD FLOOR GLUED & SCREWED WATERPROOF FLOOR SYSTEM 4 PER STRUCTURAL ENGINEERING (rn'•) 12" HARDIE TRIM BOARDi f 1:6:' ENGINEERED TRUSSES 0 24» O.C. HARDIE BOARD LAP SIDING OVER TYVEK HOUSEWRAP OVER 1/2" GYPSUM BD. SECURED TO TRUSSES 15/32" CDX PLYWOOD SHEATHING FASTENED TO STUDS W/ 8D COMMON NAILS OVERHEAD GARAGE DOOR SEE MFR. 0 3" O.C. IN FIELD & AT SPECIFICATIONS FOR CODE PANEL EDGES SEE STRUCTURAL COMPLIANCE AND INSTALLATION _ ENGINEERING DATA HEADER PER STRUCTURAL ENGINEERING 7 00 4%4" P.T. POST 4" - 3000 PSI CONC. SLAB REINF. w/ 6x6 & 10/10 WWM OVER 6 MIL VAPOR PIER FOUNDATION PER BARRIER OVER CLEAN 95% COMPACTED STRUCTURAL ENGINEERING FILL (SOIL TO BE TERMITE TREATED) OR 3,000 PSI FIBERMESH REINFORCED CONCRETE IN LIEU OF WYA EL. +100'-0" (ASSUMED) /L FINISH FLOOR x -------------------------- -- -------------- ,,------------------------------------------------ FINISHED FINISHED GRADE COMPACTED FILL REFER TO STRUCTURAL ENGINEERING FOR FOUNDATION TYPE AND FOOLING SPECIFICATIONS WALL TO ROOF FLASHING DETAIL SCALE: N.T.S. I EXISTING WOOD FRAME SYSTEM I II I MIN. 26 GA. GALVANIZED 1 METAL BASE FLASHING ( EXTERIOR ROOFING MATERIAL SEE ELEVATIONS FOR TYPE SEE MFR. II I SPECIFICATIONS FOR (I COMPLIANCE AND INSTALLATION i iA I I/ \ WINDOW INSTALLATIOrJ (METHOD A-1) SCALE: N.T.S. WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE: FACE OF THE MOUNTING FLANGE. SECTION A STEPS (DIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 J¢" Q APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD ® APPLY HEAD FLASHING ®REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. SEAL THE WINDOW FRAME TO OPENING, APPLY A W NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE. IN UNE WITH ANY PRE -PUNCHED HOLES OR SLOTS. ® JAMB FLASHINH1 APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 )f ABOVE THE R.O. AT HEAD. I�EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANI,j. THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. Q JAMB FLASHING A EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 Ye" ABOVE ROUGH OAT PENINGUP OF HEAD. 9" JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. ' SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB, AND LEVEL CONDITION. USE CORROSION o RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. c„ I WEATHER RESISTANT "K BARRIER WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE / BARRIER ON A DIAGONAL. GENTLY RAISE THE / TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW / TOP LEFT CORNER OF WINUUW SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. ll_(Z�41, jSECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. OHEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. —Al A— � EXTERIOR DOOR FLASHING SCALE: N.T.S. WRAP WRB INTO OPENING REMOVE BOTTOM \—MODIFIED "I" TEMPORARILY TAPE UP TOP FLAP WRB FLAP CUTIN WRB 3 4 WRB 1ItB jWRB WRB INSTALL VULKUM AT THRESHOLD APPLY JAMB FLASHING TO BOTH SIDES PER MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH PLUMB AND SQUARE DOOR IN OPENING. OPENING. n .--I\ APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. STRUCTURE HEIGHT AND NUMBER OF STORIES: BUILDING HEIGHT 22'-2 NUMBER OF STORIES 2 TYPE OF CONSTRUCTION: TYPE VI (UNPROTECTED, UNSPRINKLED) MATERIAL INFORMATION: ROOFING (MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) - ROOF UNDERLAYMENT - ASTM D 4869 TYPE it ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE - ROOF SHINGLES - ASTM D3462 & ASTM D3161 TYPE 1 WIND RESISTANCE MODIFIED TO 110 M.P.H., ASTM E108 CLASS -A FIRE RESISTANCE RATING - SHINGLE NAILING - PER MANUFACTURERS SPECIFICATIONS WINDOWS & DOORS (ENGINEERED INSTALLATION SPECIFICATIONS TO BE ON JOB SITE AT TIME OF INSPECTION) - WINDOWS, SINGLE HUNG - - WINDOWS, FIXED GLASS - - SLIDING GLASS DOORS EXTERIOR DOORS - - GARAGE DOORS - WIND ZONE INFORMATION: VERIFY W/ EOR THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING IS "ENCLOSED" BASIC WIND SPEED (M.P.H.) VERIFY W EOR RISK CATEGORY II WIND EXPOSURE CATEGORY VERIFY W EOR INTERNAL PRESSURE COEFFICIENT SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING (END ZONE AND INTERIOR ZONE) INFORMATION ROOMS ABOVE WITH 5/8 MIN. TYPE X GYPSUM BOARWH D. / ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2" GYPSUM BOARD. 4. FBC-R703.6.3: WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS REQUIRED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO PER ONE OF THE FOLLOWING METHODS: -2 LAYERS OF APPROVED WATER -RESISTIVE BARRIER MATERIAL, OR -1 LAYER OF APPROVED WATER -RESISTIVE BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR - OTHER METHOD IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. FBC-R, M1307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. 6. FBC-R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER. SCALE: N.T.S. BUILDING CODE 2107 - RESIDENTIAL):COMM UNITY DEVELOPMENT NOTES (1713C2107—R) NOTES (COMPLY W/ FLORIDA ARCHITECTURAL PLANS 1. FBC-R302.5.1: ANY DOOR BETWEEN THE DWELLING SOLID WOOD OR HONEYCOMB CORE STEEL OR THE AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK DOOR IS TO HAVE A 20 MIN. FIRE -RATING. / APPROVED SHEET & ARCH. DETAILS 2. FBC-R302.5.2: DUCTS IN GARAGE SHALL BE MIN. 26 GAGE SHEET STEEL, WITH NO OPENINGS INTO THE GARAGE PERMITTED 2nd FLOOR PROPOSED PLANS, FOUNDATION LAYOUT 3. FBC-8302.6: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM A3 BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM " ' 'ERE THE SEPARATION IS A FLOOR CEILING 5 ROOMS ABOVE WITH 5/8 MIN. TYPE X GYPSUM BOARWH D. / ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2" GYPSUM BOARD. 4. FBC-R703.6.3: WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS REQUIRED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO PER ONE OF THE FOLLOWING METHODS: -2 LAYERS OF APPROVED WATER -RESISTIVE BARRIER MATERIAL, OR -1 LAYER OF APPROVED WATER -RESISTIVE BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR - OTHER METHOD IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. FBC-R, M1307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. 6. FBC-R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER. ROOF FLASHING SCALE: N.T.S. 0 METAL DRIP EDGE 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 5 CRICKETS AND SADDLES FLASHING: 1 26 GA. GALVANIZED 3. FOR CLOSED VALLEYS (VALLEY COVERED MATH SHINGLES). VALLEY (� (NOT TO SCALE) (33 -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING MATH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE 224 TYPE II OR TYPE III AND AT LEAST 36' WIDE OR VALLEY LINING A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET OR 6 SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME AmIlIllik INDEX OF ARCHITECTURAL PLANS Cl COVER SHEET & ARCH. DETAILS Al 1st & 2nd FLOOR PROPOSED PLANS, FOUNDATION LAYOUT A2 ELEVATIONS A3 1st & 2nd FLOOR PLAN ELECTRICAL LAYOUTS THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, ROOF FLASHING SCALE: N.T.S. 0 METAL DRIP EDGE 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 5 CRICKETS AND SADDLES FLASHING: 1 26 GA. GALVANIZED 3. FOR CLOSED VALLEYS (VALLEY COVERED MATH SHINGLES). VALLEY (� (NOT TO SCALE) (33 -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING MATH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE 224 TYPE II OR TYPE III AND AT LEAST 36' WIDE OR VALLEY LINING A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET OR 6 SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME C W �ooTo� To- 'w* -0 c°o®.v=EE° -0 o 1 m acate, m 02cCDgy0,0 ,ETE0eooe`oomo 1 f X02 -or �°'§LEoA, .. W ommo�iE>� Ea°3aei r. 'i o w 5 mocc++v0>1 0 c o° S!. - z r-5 clam $ m c u a0 .20,wo`oaGr ..o ` g..,t a0. r�E`-�'oa6o.0 a; `3 T a, "O ca c--+.Odoo E ncco:.0=aSvt*E -.2 00-0 _, 0 E� m p=0%- io+u�oouc B=e�w•S�io,d2at Cso,��co�Ee-ow�v3 .p AmIlIllik INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL USED IN LIEU OF THE LINING MATERIAL MATERIAL AS THE ROOF COVERING. AND SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19 -INCH (463 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARING AT O VALLEY FLASHING: O HIP FLASHING: ALL LAPS SHALL BE A MINIMUM %K 4 FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO ENSURE WATER-SHEADING CAPABILITIES OF ALL METAL COVERED WITH BATTENS HORIZONTAL JOINTS SHALL BE FLASHED WITH 'Z -FLASHING" AND BLOCKED WITH SOLID WOOD CAP NAILS O2 NAILS AND TIN -TABS ATTACHED TO A NAILAS.E DECK WITH TWO THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, 5 1 DRIP EDGE FLASHING: STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES O SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE FRAMING. SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS 5 X 5 ANGLE FLASHING 1 APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A,• NAILABLE DEC( WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT STALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERSTHE RECOMMENDATIONS. VALLEY LININGS STALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, VALLEY LINING SHALL BE AT LEAST 24' WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS IN TABLE R903.1 FASHION. AT THE HIP UNE FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FLASHING STALL BE OF EITHER CORRISION-RESISTANT METAL PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROOL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1. HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN H -SECTION JOINT COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. FASTENED 6 INCHES (152 MM) D.C. SYNTHETIC UNDERLAYMENT SHALL BE THE MAIN ROOF. 26 GA. GALVANIZED DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND "Z" FLASHING OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4BELOW FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS O 3 O RIDGE FLASHING: (NOT TO SCALE) 7 29 GA. GALVANIZED 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2'. DRIP EDGE SHALL RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). (NOT(NOT TO SCALE) T SURFACE ROLL ROOFING, COMPLYING WITH ASTM D 249, SHALL BE BE MECHANICALLY FASTENED A MAXIMUM OF 12' O.C. DRIP EDGE AT EAVES 3. THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN O BASE AND COUNTER FLASHING 3 PERMITTED. THE BOTTOM LAYER SHALL BE 18' AND THE TOP TALLED EITHER OVER OR UNDER THE FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE SHALL BE PERMITTED TO BE INSAPPROVED SIF -ADHERING POLYMER MO 4 OYNT BITUMEN SHEET MEETING ASTM D UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BEA 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36° BASE AND COUNTER FLASHING STALL BE INSTALLED IN ACCORDANCE MINIMUM 2' WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, O.C. MAXIMUM TO THE OPPOSING SDE OF THE ROOF. REPEAT WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. O FIBER CEMENT SIDING FLASHING: �t PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED CONTINUOUS METAL 'L" FLASHING SHALL BE SET IN APPROVED 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE PANEL SONG: (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS THE RIDGE. UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D SHALL BE FASTENED 6' ON CENTER WITH APPROVED FASTENERS. PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER 2 226 TYPE I OR TYPE II OR ASTM 0 4669 TYPE II OR TYPE IV OR ASTM D 6757 FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING OR C W �ooTo� To- 'w* -0 c°o®.v=EE° -0 o 1 m acate, m 02cCDgy0,0 ,ETE0eooe`oomo 1 f X02 -or �°'§LEoA, .. W ommo�iE>� Ea°3aei r. 'i o w 5 mocc++v0>1 0 c o° S!. - z r-5 clam $ m c u a0 .20,wo`oaGr ..o ` g..,t a0. r�E`-�'oa6o.0 a; `3 T a, "O ca c--+.Odoo E ncco:.0=aSvt*E -.2 00-0 _, 0 E� m p=0%- io+u�oouc B=e�w•S�io,d2at Cso,��co�Ee-ow�v3 .p AmIlIllik AND SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19 -INCH (463 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARING AT O VALLEY FLASHING: O HIP FLASHING: ALL LAPS SHALL BE A MINIMUM %K 4 FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO ENSURE WATER-SHEADING CAPABILITIES OF ALL METAL COVERED WITH BATTENS HORIZONTAL JOINTS SHALL BE FLASHED WITH 'Z -FLASHING" AND BLOCKED WITH SOLID WOOD THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, THE UNDERLAYMENT STALL BE INSTALLED IN WATER SHEDDING LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE FRAMING. 1 APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A,• NAILABLE DEC( WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT STALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERSTHE RECOMMENDATIONS. VALLEY LININGS STALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, VALLEY LINING SHALL BE AT LEAST 24' WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS IN TABLE R903.1 FASHION. AT THE HIP UNE FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FLASHING STALL BE OF EITHER CORRISION-RESISTANT METAL PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROOL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1. HORIZONTAL LAP SIDING: LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN H -SECTION JOINT COVER, OR LOCATED OVER A STRIP OF FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL T SURFACE ROLL ROOFING, COMPLYING WITH ASTM D 249, SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18' AND THE TOP LAYER A MINIMUM OF 36" WIDE. C W �ooTo� To- 'w* -0 c°o®.v=EE° -0 o 1 m acate, m 02cCDgy0,0 ,ETE0eooe`oomo 1 f X02 -or �°'§LEoA, .. W ommo�iE>� Ea°3aei r. 'i o w 5 mocc++v0>1 0 c o° S!. - z r-5 clam $ m c u a0 .20,wo`oaGr ..o ` g..,t a0. r�E`-�'oa6o.0 a; `3 T a, "O ca c--+.Odoo E ncco:.0=aSvt*E -.2 00-0 _, 0 E� m p=0%- io+u�oouc B=e�w•S�io,d2at Cso,��co�Ee-ow�v3 .p BRAWN BY: AA CHECKED BY: DATE: 4/3/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBENER DWG NO: cl 4 OF SHEETS AmIlIllik BRAWN BY: AA CHECKED BY: DATE: 4/3/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBENER DWG NO: cl 4 OF SHEETS 4"x4" P.T. POST (T' 36"H HANDRAIL (T GARAGE NOTE: NO PLUMBING VENTS TO BE VISIBLE FROM FRONT OF HOUSE NOTE: EXTERIOR WALLS TO BE 2x6 #2 SPF STUDS (U.N.0). 1st FLOOR AREA TABULATION 2ND FLOOR LIVING (A/C): 266 S.F. GARAGE: 266 S.F. BALCONY: 56 S.F. �I TOTAL COVERED 588 S.F. II UP 15 RISERS 10" RUN 7r" RISE PLAN - 0 GARAGE 2nd NOTES:- 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SHALL BE UPGRADED AS REQUIRED. 3. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND FORMS REQUIRED TO EXECUTE THIS PROJECT. 4. CONTRACTOR SHALL INSURE THAT ALL DEMOLITION CONSTRUCTION AND RENOVATION COMPLIES WITH ALL APPLICABLE CODES AND REGULATIONS IN EFFECT AT THE TIME OF PERMITTING. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND DISPOSAL OF ALL TRASH, DEMOLITION MATERIAL, TRIMMINGS, REFUSE, ETC., FROM THE SITE. 6. CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY THE OWNER. 7. NEW CONSTRUCTION, TRIM, FINISHES, BRICK, ETC., SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE CONSTRUCTION. 8. DURING DEMOLITION AND NEW CONSTRUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FROM THE WEATHER, STRUCTURAL DAMAGE, OR DAMAGE FROM NEW CONSTRUCTION. 9. ANY ELECTRICAL, PLUMBING, OR HVAC LINES TO BE ABANDONED SHALL BE TRIMMED AND CAPPED. 10. ALL AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STRUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED. FLOOR PLAN- 6" PEANUT WALL COMMUNITY DEVELOPMENT APPROVED FOUNDATION NOTES 1) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2107 FLORIDA BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS,ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR U.N.O. 3) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER DEBRIS. 4) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER & STRUCTURAL ENGINEER. GENERALSTAIR DETAIL r 14'-0" N.T.S. *STAIR NOTES. ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR 4'-2j" 1— " 1— n S-9411 W/ R311.7 OF THE FLORIDA BUILDING CODE. MAXIMUM RISER HEIGHT: 7 -3/4 - 2'-34" �_ n MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM TREAD DEPTH: 12" (INCLUDING NOSING) 36"H HANDRAIL (TYP) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) DOWN ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.8 OF THE FLORIDA BUILDING CODE. 15 RISERS NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. 10 RUN MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. 7 RISE AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY = R&S STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL _ 04 THEY PROVIDE OR INSTALL. co 8 _r- 2°KN OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR TILE SHOWER & 2x4-46" HALF rn io BI -FOLD WALL w/TMPRD GLASS _�, BATH ENCLOSURE UP TO 7'AFF THE GUARDRAIL CONSTRUCTION SHALL BE 0I 8' CLG. 0 ABLE TO RESIST A LOAD OF 20 LBS N N Li .o® alk - N -i HORIZONTALLY ALONG THE TOP RAIL. o = �Y z Ni�� ( s � �® q LESS THAN 36" IN HEIGHT. MAY NOT PASS N -' im THROUGH in THE TRIANGULAR OPENINGS co " SPHERE w U AT STAIR TREAD, RISER, & in 00 BOTTOM SHALL BE SUCH Z Q O THAT A 6" DIAMETER BONUS _0 13'-1" X 9'-5" 0 °o o z 'o = 8' CLG. u - N ``i' ,N 04 .I N CV U_ -L eF ® ¢ �o _ = N 2'-5 s Go = I i cn cn M N J CD (2) 306B FRENCH N 1 CV NEW _I BALCONY 14'-"X 4'-0° �t 7'-0" 7'-n" 0 GARAGE 2nd NOTES:- 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SHALL BE UPGRADED AS REQUIRED. 3. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND FORMS REQUIRED TO EXECUTE THIS PROJECT. 4. CONTRACTOR SHALL INSURE THAT ALL DEMOLITION CONSTRUCTION AND RENOVATION COMPLIES WITH ALL APPLICABLE CODES AND REGULATIONS IN EFFECT AT THE TIME OF PERMITTING. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND DISPOSAL OF ALL TRASH, DEMOLITION MATERIAL, TRIMMINGS, REFUSE, ETC., FROM THE SITE. 6. CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY THE OWNER. 7. NEW CONSTRUCTION, TRIM, FINISHES, BRICK, ETC., SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE CONSTRUCTION. 8. DURING DEMOLITION AND NEW CONSTRUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FROM THE WEATHER, STRUCTURAL DAMAGE, OR DAMAGE FROM NEW CONSTRUCTION. 9. ANY ELECTRICAL, PLUMBING, OR HVAC LINES TO BE ABANDONED SHALL BE TRIMMED AND CAPPED. 10. ALL AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STRUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED. FLOOR PLAN- 6" PEANUT WALL COMMUNITY DEVELOPMENT APPROVED FOUNDATION NOTES 1) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2107 FLORIDA BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS,ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR U.N.O. 3) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER DEBRIS. 4) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER & STRUCTURAL ENGINEER. GENERALSTAIR DETAIL r SCALE: N.T.S. *STAIR NOTES. ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7 OF THE FLORIDA BUILDING CODE. MAXIMUM RISER HEIGHT: 7 -3/4 - MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM TREAD DEPTH: 12" (INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) *HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.8 OF THE FLORIDA BUILDING CODE. HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4"-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR iN THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR a tiovs AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 LBS PER LINEAL F0OT APPLIED HORIZONTALLY ALONG THE TOP RAIL. .� GUARDRAILS SHALL NOT BE 4" SPHERE LESS THAN 36" IN HEIGHT. MAY NOT PASS THROUGH THE TRIANGULAR OPENINGS " SPHERE AT STAIR TREAD, RISER, & MAY NOT PASS BOTTOM SHALL BE SUCH THROUGH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. 1A' 9" FOUNDATION LAYOUT m m s ..a m X c` aim m s c s m2 °r a c �� o ®>,a m c m c u a o uC o f o' m o m® .+ C O. r n+ .a o m .00.0>, C-00 0 ol.. E a o.m o� L `o...a9'aa� C. -9000 9 0 0 0 �r 00 - �Cv®LEoyooa;m E Vw m a o m0„ V C 0 ® Caam_Ua -C+ you Z a rn aos c ° Uw o 0 a �;sm, a v+ vmi°'E�,aoq..° omc m C o_ o•L''� D m rm a7 3 ae��mo`o m s c o m .= 8m ®a°qmascvo�®mc C m�v m Vocs omw- UrmOO: 2,54Z,r=m a m C0C0OmCU2 = E o°E•v,s U3 0 oo +;_•. 0.0 _ DRAWN BY: AA CHECKED BY: DATE: 4/3/19 SCALE: 1/4"=1'-0.. JOB NUMBER: EBENERI �7 ED: DWG NO: Al 4 OF SHEETS r DRAWN BY: AA CHECKED BY: DATE: 4/3/19 SCALE: 1/4"=1'-0.. JOB NUMBER: EBENERI �7 ED: DWG NO: Al 4 OF SHEETS PLATE HEIGHT CEMENT BOARD - SHAKE SIDING (TYP) 12 6 ARCHITECTURAL SHINGLES (TYP) VENTED VINYL SOFFIT (TYP) CEMENT BOARD SHAKE SIDING (TYP) 4" TRIM (TYP) CEMENT BOARD LAP SIDING (TYP) 36"H HANDRAIL (TYP) ARCHITECTURAL SHINGLES (TYP) 12 6 PLATE HEIGHT VENTED VINYL SOFFIT (TYP) CEMENT BOARD LAP SIDING (TYP) 36"H HANDRAIL (TYP) 4 TRIM (TYP) 1�00 II�III FINISHED FLOOR �III!II%PLATE HEIGHT REAR ELEVATION w Go FINISHED FLOOR CEME SHAKE SII 4" kL P) PLATE HEIGHT PLATE HEIGHT VENTED VINYL - SOFFIT (TYP) tion 36"H HANDRAIL - co MID) FINISHED FLOOR PLATE HEIGHT CEMENT BOARD - LAP SIDING (TYP) •`� 4"x4" P.T. POST - 7 00 (TYP) 4" TRIM (TYP)- FINISHED FLOOR GRADE 12 6 LEFT SIDE ELEVATION 12" BAND (TYP) RIGHT SIDE ELEVATION ARCHITECTURAL SHINGLES (TYP) CEMENT BOARD SHAKE SIDING (TYP) 4" TRIM (TYP) COMMUNITY DEVELOPMENT ►� APPROVED 1 ROOF PIAN ATTIC VENTILATION AREA CALC'S Excerpt of the 2017 Florida Building Code Residential R806.1 Ventilation required Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of section R802.7. required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. R806.3 Vent Clearance Where eave of cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25.4 mm) space shall be provided between the insulation and the roof sheathing at the location of the vent. Ventilation Required Attic Area 322 Square footage 322 / 300 = 1.07 1.07 x 144 = 154.56 Square inches 154.56 x .5(507.) = 77.28 Square inches net free roof vent req'd 154.56 x .5(507.) = 77.28 Square inches net free soffit vent req'd Upper Roof Vent Specifications (per manufacturer) CUT OUT SIZE 4'-0" vent -provides 115 sq.in. net free space((46" x 2-1/2")) 6'-0" vent -provides 175 sq.in. net free space (70" x 2-1/2"3 8'-0 vent—provides 235 sq.in. net free space 94" x 2-1/2" Upper Roof Vents Required Max 50% 1 4'-0" vents ® 115 sq in. = 115.0 0 6'-D" vents ® 175 sq. in. 0.0 0) 8'-0" vents ® 235 sq. in. = 0.0 Soffit Vent Available 115.OTotal sq. in. net free area provided 66 Linear ft. x 5.89 (Air Flow per sq. in, per linear ft.) = 388 Sq. in. net free soffit Lower Roof Vents Required (Deck—Air Intake Vent) (0) 4'-0" vents ® 36 sq. In. = 0 sq. in. Total net free area Total Lower Vent 388 Sq. in. Soffit Vent + 0 Sq. In. Deck -Air Vent = 388 Sq. In. net free area provided C cUJ-C= o�_CCOEET a Qo�AOr c- '000 O +, c c •- +� a� 0 4, 1-- o.= 75 C c. C1 CUC m OL O W C 0 0 ►. Nsm I: 2A, }Ua tCOO ®L I�E°0a#o ro � V � U AC.. O oc°..0 co c° CA= a .C'0°U z ° E L_ 0 0 �•a 3L_ O C m°: �°'EA°o: seam` 50-on.a,�.0c0. a ° mom— '60 0<'5 0001--c m C C 6 0 .. 0 0 a WOO -1 a.M u bb"o 0 0 U 0t pSOL °,UfM� CO++ u..moo:-cc-2ocO-Z0i� U m m 0 U•- O c �'�sc°, at �y 0� a a E:5E 0 V 3ai�o °a0 a 0. �.-.---.-..--�, mimmmnn memHANDRAIL MI mmmm�■ ■m�■mnmm mm A2 ,- SOFFIT (TYP) .. PLATE CEMENT BOARD LAP SIDING (TYP) POST FINISHED FLOOR 4 4 OF SHEETS 1 I PLATE HEIGHT VENTED VINYL - SOFFIT (TYP) tion 36"H HANDRAIL - co MID) FINISHED FLOOR PLATE HEIGHT CEMENT BOARD - LAP SIDING (TYP) •`� 4"x4" P.T. POST - 7 00 (TYP) 4" TRIM (TYP)- FINISHED FLOOR GRADE 12 6 LEFT SIDE ELEVATION 12" BAND (TYP) RIGHT SIDE ELEVATION ARCHITECTURAL SHINGLES (TYP) CEMENT BOARD SHAKE SIDING (TYP) 4" TRIM (TYP) COMMUNITY DEVELOPMENT ►� APPROVED 1 ROOF PIAN ATTIC VENTILATION AREA CALC'S Excerpt of the 2017 Florida Building Code Residential R806.1 Ventilation required Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of section R802.7. required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. R806.3 Vent Clearance Where eave of cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25.4 mm) space shall be provided between the insulation and the roof sheathing at the location of the vent. Ventilation Required Attic Area 322 Square footage 322 / 300 = 1.07 1.07 x 144 = 154.56 Square inches 154.56 x .5(507.) = 77.28 Square inches net free roof vent req'd 154.56 x .5(507.) = 77.28 Square inches net free soffit vent req'd Upper Roof Vent Specifications (per manufacturer) CUT OUT SIZE 4'-0" vent -provides 115 sq.in. net free space((46" x 2-1/2")) 6'-0" vent -provides 175 sq.in. net free space (70" x 2-1/2"3 8'-0 vent—provides 235 sq.in. net free space 94" x 2-1/2" Upper Roof Vents Required Max 50% 1 4'-0" vents ® 115 sq in. = 115.0 0 6'-D" vents ® 175 sq. in. 0.0 0) 8'-0" vents ® 235 sq. in. = 0.0 Soffit Vent Available 115.OTotal sq. in. net free area provided 66 Linear ft. x 5.89 (Air Flow per sq. in, per linear ft.) = 388 Sq. in. net free soffit Lower Roof Vents Required (Deck—Air Intake Vent) (0) 4'-0" vents ® 36 sq. In. = 0 sq. in. Total net free area Total Lower Vent 388 Sq. in. Soffit Vent + 0 Sq. In. Deck -Air Vent = 388 Sq. In. net free area provided C cUJ-C= o�_CCOEET a Qo�AOr c- '000 O +, c c •- +� a� 0 4, 1-- o.= 75 C c. C1 CUC m OL O W C 0 0 ►. Nsm I: 2A, }Ua tCOO ®L I�E°0a#o ro � V � U AC.. O oc°..0 co c° CA= a .C'0°U z ° E L_ 0 0 �•a 3L_ O C m°: �°'EA°o: seam` 50-on.a,�.0c0. a ° mom— '60 0<'5 0001--c m C C 6 0 .. 0 0 a WOO -1 a.M u bb"o 0 0 U 0t pSOL °,UfM� CO++ u..moo:-cc-2ocO-Z0i� U m m 0 U•- O c �'�sc°, at �y 0� a a E:5E 0 V 3ai�o °a0 a 0. DRAWN BY: AA CHECKED BY: SCALE: 1/4"=1'-0" JOB NUMBER: EBENER DWG NO: r A2 4 OF SHEETS DRAWN BY: AA CHECKED BY: SCALE: 1/4"=1'-0" JOB NUMBER: EBENER DWG NO: A2 4 OF SHEETS m m L o k; O m ° 0 m C c mocyao°a,o0 �mmCoc °�Oo'OEe Ee mom°o_c.orcoo-o . ac urbatrm«E°ct-.mp . O_`Cogb-ovmc= W :220,00 O2 vW-, .mm`LC�X.E+` 0A CqUGtEO0 0m a3 o 3 O E >,d 0 M 000U'o C O O O•tUc O+p CO ZC4DO� •` &�:E Oyy3OCC OUE CO'D0 pCV C rL.e O�� O 0. >, G.3 3 O O L- E ESM C C ma.°+i m `•O. OmOO 'o my�tFC01 U a. L pL O 0;-uq-p L C °� E.O U0 --m- 0' U ._ C NZ O m m.0 O d r U o;L, C = 3� U �'pw dl 3 V 3 m�aE-° o•� O va a DRAWN BY: AA MECKED BY: DATE: 4/3/19 SCALE: 1/4"=1'-0" FOB NUMBER:. EBENER DWG N0: 3 4 OF SHEETS i e r �► �a a DRAWN BY: AA MECKED BY: DATE: 4/3/19 SCALE: 1/4"=1'-0" FOB NUMBER:. EBENER DWG N0: 3 4 OF SHEETS 50.0' 10' L J Im to I I OCEAN BLVD LOT AREA....... 6250 SF MAIN HOUSE........ 1608 SF BALCONYAANA1.... 182 SF GARAGE ............... 369 SF WALKWAYS DRIVEWAY PAD ....188 SF RIBBONS................294 SF TOTAL LOT COVERAGE.... 2641 SF PCT ............ 42.2 SITE PLAN - SCALE: COMMUNITY DEVELOPMENT APpROV ED —■I ®m - ®■ ■ -14 o—oo' fm +ri �,C C 'p T -80c, 0.oCDC c c— p coEEc, 2o�oa®Ca��'ooGo �a,oAo".�c��8o v oo0 00 CE- es 8-:5 c.2= t ��= sm�rWo rwmo�E��oE�3� O m -00 �ocm o�=0 o z &166odp�'To�0.5 o o� Its as Iac+'cc�im 1; oto'- of °9 v o"o�m-E2$:S 0-0 WN BY: AA SCUD BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBENER 5/23/19 DWG NO: A7 6 OF SHEETS o-41 WN BY: AA SCUD BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBENER 5/23/19 DWG NO: A7 6 OF SHEETS GENERAL NOTES ALL -THREAD NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING WALL HEIGHT (0360) APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 10 FT OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 11 FT AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) W CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 5. DETAILS DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 2X4 SPF STUD 16 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 16 TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. - SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS ONE 2X4 NO.2 SPF STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL 13E RATED NOT LESS THAN 3200 LBS. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PIANS, THE SCOPE OF 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 16 WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 16 12 ELECTRICAL WORK.', 6" - TYPICAL WALLS, MONOLITHIC FOOTING 2X6 SPF STUD GRD OR NO.2 16 7" - EXTERIOR WALLS, STEMWALL FOOTING 8. EXISTING STRUCTUI:ZES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS 8" - MASONRY WALLS 16 AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING 16 16 NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HUGH UPLIFT CONNECTIONS ARE SHOWN IN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. 12 TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TWO 2X4 NO.2 SPF 9• WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS CONCRETE NOTES ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW �� OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 2X6 SPF STUD GRD OR NO.2 16 CONCRETE". 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 1 16 1 16 ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, OF THE ROD WITH A 3 SQ WASHER AND NUT. 16 TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%2' INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL o CONFORM TO ASTM C33. E�7 �+ EPDXY NOTES /� i 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 5 w TERMITE TREATED SOIL. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN U r n CV V M ACCORDANCE WITH APPLICABLE SAFETY LAWS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR W -� LL � MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 U < PSI AND TENSILE STRENGTH OF 2,300 PSI. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS t•L 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER N+0 LARGER THAN 118" GREATER THAN THE GREATER. i DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH LAITANCE, DUST, DIRT, AND OIL. 10.2. 2,FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL 13E AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS o N FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE mC9 0(9 TRAINING SHALL BE SUBMITTED TO THE ENGINEER/AIRCHITECT ALONG WITH THE PROPOSAL TO a THE ENGINEER OF RECORD. DO THE WORK. 12 WALL OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL TO BE A MAXIMUM HEATHING NOTES SHEATHING ESTEM XCEED SIX S HEI 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FOR WALL SHEATHING: r��/ VJ FILLED. 1. FOR STUCCO AND STONE: MIN P" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED FRAMING NOTES VERTICALLY, OR MIN �" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, 2. FOR ALL OTHER VENEER: MIN J" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, J J 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. EDGES). I- 3. FOR CURVED WALLS: TWO (2) LAYERS OF " PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" D EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. APPARENT. � W FOR ROOF SHEATHING: 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 1. FOR SHINGLE AND METAL ROOF. MIN' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED Tg V PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. FIELD. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2. FOR TILE ROOF: MIN -" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH 7. 7.1. DIMENSION LUMBER ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 7.2. WHERE POSTSI ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. CONDITIONS, BLOCK PANELS AT 12" O.C. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON FOR FLOOR DECKING: U m ,o STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS 0 U SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 1. MIN 2" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR m c ci " FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM J" THICKNESS. 8d = 0.131"x 2-1/2"I N (1) y N 10d = 0.148"x 3" FOR PORCH CEILING SHEATHING: 12d = 0.148"x 3-1/4" 1. MIN e" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 16d = 0.162"x 3-1/2" FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. W FIELD. 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE LOAD TABLE COMPONENT AND CLADDING FOOTING DETAILS SHEET. .00 DESIGN PRESSURES 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. ROOF: EXTERIOR WALL STUD SPACING END ZONES, PSF BRITTLE FINISH FLEXIBLE FINISH 24.4 WALL HEIGHT (0360) WALL HEIGHT (020) BEARING STUD SIZE AND GRADE 8 FT 9 FT 1 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT CONDITION -24.4 20.8 W '-7777- o � 2X4 SPF STUD 16 12 =777777 z 16 16 - ONE 2X4 NO.2 SPF 16 12 4D z 16 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 2X4 SPF STUD 16 12 16 12 TWO 2X4 NO.2 SPF 16 12 � � �� 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 16 16 1 16 1 16 1 16 16 16 1 16 16 16 � z NOTES 1. ALL NON -CORNER S" WITH 12d COMMON$ 2. NON-BEARING WALL "UDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER AT 8" O.C. 3 MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. LIVE LOAD: DEAD LOAD: CEILING: LIVE LOAD: LIVE LOAD -STORAGE: DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: 20.0 PSF 7.0 PSF 0.0 PSF 30.0 PSF 5.0 PSF 40.0 PSF 10.0 PSF 50.0 PSF 130 MPH C 1.0 II 0.18 6:12 EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 lol 3'-9" 5'-6" - 4'-7" r- -1 r-;-, r--� �I I 1 3 W__.j El j 51.01 N M 14'-0" 0 8> r----------------� I I I I I 1 I S 1.01 0 1 I joS1.01 ( I o I w I I 0 I I i I I I 4" 3000PSI CONCRETE SLAB I WITH 6X6 W1.4 X W1.4 WWM OR 1 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE I I TREATED SOIL. I I I S1.01 S1.01 S1.01 I 1'-11" 5 1" 2 9'-0" X-0" 3" 40 3" r r---1 L- -J L -J 5 5 S1.01 1.0 S1 13'-6" FOUNDATION PLAN SHEET INDEX S1.01 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS S2.01 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY S3.01 18"x56"x12" DEEP FOOTING WITH #5 BARS AT 12" MAX. O.C. EACH WAY SHEET INDEX S1.01 GENERAL NOTES FOUNDATION PLAN AND DETAILS__ S2.01 FIRST AND SECOND LEVEL FRAMING PLAN S3.01 FRAMING DETAILS FORMED AND POURED PERIMETER CURB. SEE PLANL SEE PLAN FOR CURB HEIGHT FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. FINISHED z - GRADE = �o co 6 MIL VAPOR BARRIER OR EQUIVALENT N • -- WATERPROOFING BETWEEN COMPACTED ` ; SUBBASE AND FOOTING/SLAB X6„ - ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 &-3/ 2X12 STRINGERS, TYP 3. FASTEN TO SLAB WITH A35, (2) 3/16"X2-1/4" TAPCONS IN SLAB. STAIR LANDING SECTION 3/4"= V-0" J L J L v Iii-- (2) 2X10 PERIMETER BEAM 2X12 STRINGERS, TYP 3 2X4 BLOCK UNDER STRINGER. FASTEN TO BLOCKING WITH 1/4"X4" SCREWS AT 12" O.C. 4X4 PT NO.2 SYP POST. FASTEN TO FOOTING WITH ABU44. 10"X10"X8" PEDESTAL UNDER POST. (2) 12"X7" #5 L -BARS INTO PEDESTAL. 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. STAIR LANDING SECTION 3/4" = V-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. .o FINISHED ° -12" GRADE d f 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTEDt_ SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN 4 RECESS SECTION 3/4 1 0 6X6 PT NO.2 SYP. ABU66, rX8" ANCHOR. FINISHED GRADE. 10"X10"X8" PEDESTAL UNDER POST. (2) 12"X7" #5 L -BARS INTO PEDESTAL. 24"X24"X12"FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. 5 LER FOOTING o 0 Q (7 m CD M OW W o � o z z 4D z 0 g 0 U a � 0 U o W � o rn r N 0 w o � z o 0 5 w z° rW V M Q Q co U r n CV V M ; W J Z W -� LL � °m � U < Q a m W v 2 t•L Q M J W Q z W m W o N n� LL 3 W .e0 Y D0 mC9 0(9 c th mo a 0 ¢ o Z r��/ VJ W Z Q 0JU) z J J Z Q O I- W W< D ZQ � W V O LL 00 C14 c mLf) c-� Lu a. U)�� 0`o U ou- "- U m ,o (D 0 U m c ci " U N m ami Q m o '2=0 r fh C N (1) y N OM'0) YNF Auto•, C 00 t !� .00 FF Sheet No .1.01 AT ROOF AT FLOOR TRUSS TO TOP PLATE WITH H2.5A OR SDWC15600 FOR TRUSSES UP TO 600LBS, (2) H2.5A OR SDWC15600 FOR TRUSSES UP TO 1200LBS. (2) 2x NO.2 SYP TOP PLATE 3/$' ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. * ALTERNATE HURRICANE TIE -DOWNS" TOP PLATE TO STUD: SDWC15600 AT 32" O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. • STUDS TO BEAM OR STUDS BELOW WITH MSTA48 AT 32" O.C. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X No.2 SYP BOTTOM PLATE FASTENED TO 2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT 12" O.C. FLOOR SYSTEM. SEE PLAN. (2) 2x NO.2 SYP TOP PLATE 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X NO.2 SYP PT BOTTOM PLATE. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 1/2" = 1'-0" 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT EACH SIDE OF BOTTOM PLATE SPLICES. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 6'-0" LONG: INSTALL SPH AT 24" O.C. FROM TOP PLATE TO HEADER. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. FLOOR TRUSS SYSTEM BY OTHERS. DTYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. - LTTI31 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. - GARAGE SLAB — 4, 3 TYPICAL GARAGE OPENING DETAIL 3/4 1 -0 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR FASTENING. TRUSS COMPRESSION WEB TO BE BRACED. SEE TRUSS ENGINEERING BY OTHERS FOR LATERAL BRACE LOCATIONS. 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D NAILS. 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE TRUSS ENGINEERING FOR LATERAL BRACING LOCATIONS. IF LAPPING IS REQUIRED, LAP AS SHOWN OVER (2) TRUSSES. BRACE AS CLOSE TO 450 AS POSSIBLE. PERMANENT TRUSS BRACING 3/4" = 1'-0" SECOND FLOOR WALL. SEE 1/S3.01 FOR DETAILS. 5/4" DECK BOARDS. 2X8 SYP PT DECK JOISTS AT 24" O.C. FASTEN BOTH ENDS WITH LUS26, ALL HOLES FILLED WITH 10d NAILS. DECK BEAM. SEE PLAN FOR SIZE AND NUMBER OF PLIES. 2X8 SYP PT LEDGER. SEE NOTE C/S2.01. FIRST FLOOR WALL. SEE 1/S3.01 FOR DETAILS. ATYPICAL DECK DETAIL 3/4" = V-0" 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 48" O.C. FASTEN EACH END WITH (3) 10d TOE -NAILS. FLOOR TRUSS SYSTEM BY OTHERS. KNEE WALL TRUSS SEE WALL SECTION FOR DETAILS. TRUSS BRACING AT WALL 3/4" = 1'-0" ROOF TRUSSES OR CONVENTIONAL FRAMING FASTEN BRACE TO WALL WITH 16d NAILS. 2x4 No.2 SYP BLOCKING AT 12" O.C. FASTEN TO BOTTOM CHORD OF TRUSSES WITH (3) 10d NAILS. ,CING DETAIL ❑ 0 Q C9 m c9 co 0 M W > o o w w r °D r Oz Q f'— z (D m g O z O U a O D w O w rn r 0 Lu o co z z Q ❑ O 55 > Lu o z r rWn V M U 04 N 4 cv) i- w J Z W J LL < °m � U ~ d Q 4 m W v U O Z o Q W chi H T- Q Z m W rn CD cV ma. CLL .no Y do O c i �w DC7 aC7 mo ❑ U Q O VJ W 0 V Z Q l.L. U. co 04U LO C M CO 4 LLJ a.. V m 0`o`o o U U_LL U 0 N U.) � U M m L cc:3 - U X m tp N m N Q a o -2 _ CR r M C CR NN N U � O M-1 0) ``11111111/// `��( WA = S .5 28;-A = r AT OF • She No. S3,01 12 6 CEMENT BOARD — 11 111M SHAKE SqJING (TYP) FINISHED FLOOR VENTED VINYL- SOFHT (TYP) CEMENT BOARD - SHAKE SIDING (TYP) 4" TRIM (TYP)- CEMENT BOARD - LAP SIDING (TYP) 36"H HANDRAIL- (TYP) ARCHITECTURAL SHINGLES (TYP) FRONT ELEVATION VENTED VINYL SOFFIT (TYP) CEMENT BOARD LAP SIDING (TYP) 36"H HANDRAIL (TYP) 4" TRIM (TYP) CEMENT BOARD SHAKE SIDING (TYP) 4" TRIM (TYP) 77 e I lgonnl�nnl�l�nl�ingnml�ln�l�nnl�nnl� r--`�-imnmmmnr--"-�mmmmm�n� � S mr�i�iiir�imni � I,�I�.ml■mmmrmil 9r/ 9i1i9�n — 'LWNTED VINYL ENTER 77-1-1 IIIIIIIIII ARCHITECTURAL SHINGLES (TYP) FRONT ELEVATION VENTED VINYL SOFFIT (TYP) CEMENT BOARD LAP SIDING (TYP) 36"H HANDRAIL (TYP) 4" TRIM (TYP) CEMENT BOARD SHAKE SIDING (TYP) 4" TRIM (TYP) 77 e I lgonnl�nnl�l�nl�ingnml�ln�l�nnl�nnl� r--`�-imnmmmnr--"-�mmmmm�n� � S mr�i�iiir�imni � I,�I�.ml■mmmrmil 9r/ 9i1i9�n — 'LWNTED VINYL ENTER ® IIIIIIIIII SOFFIT (TYP) SOEFI 11"H HANDRAIL ur>�r 4" TRIM.(TYP) 36'H HA 1911 FINISHED FLOCK FINISHED FLOOR FINISHED R00 PLATE HEIGHT -I PLATE HEIGHT _=1�1 _— LAP SIDING (TYP) CEMENT LAP SIDIN 4"x4" PJ �IFIVIS. . e.. 4" TRIM FLOOR FINISHED FL00 _FINISHED GRADE GRADE REAR ELEVATI 12 6F— mmlml Inq�nnl�n e I lgonnl�nnl�l�nl�ingnml�ln�l�nnl�nnl� r--`�-imnmmmnr--"-�mmmmm�n� � S mr�i�iiir�imni � I,�I�.ml■mmmrmil 9r/ 9i1i9�n — 'LWNTED VINYL II I II I IIIIIIIIII SOFFIT (TYP) 11"H HANDRAIL ur>�r FINISHED FLOOR —CEMENT ECIRG _=1�1 _— LAP SIDING (TYP) �IFIVIS. . e.. LEFT SIDE ELEVATION COMMUNITY DEVELOPMENT APPROVED -2'1 - Eq ARCHITECTURAL SHINGLES (TYP) Irmllmnlmnmmlmnnlmulnnii ......n tlinmmlmnnlmmmOmnlmimm�l/�inlllmrili(... elilnmmmnll�mllmmmmmmmmmmlmnmmnnu.. el�lmm�lmnlmn Ilnmml111nI11m111nn11111tlllmnlmn:mn111�. elnllllnlllilnlllllnll mnmmlmnnnm Imnlllnlllmn111/IIIm19.. Immmmmnlmnlminniimmmmmmmmmmmo._ RIGHT SIDE ELEVATION gsiE51 Touoc-a ,E��l a o�oESE8t E=.:.' v � ��oa°�soteSTo o u• S _ - -oS-= Em 000m 9'om .`-o KNI Eaamq .`o 5` ROOF PLAN ATTIC 'VENTILATION AREA CALC'S Excerpt of the 2017 Florida Building. Code Residential R806.1 Ventilation required Enclosed attics and enclosed rafterspaces formed where ceilings ore applied directly to the underside f f fthall have cross ve tl t f h suppate pace by ventlotng open g protected ga'n,t the entrap f Ventilation penngs shall ha. t dimension of 1/16. Inch (16 ) mulmmm and 1/4 Inch (6.4 mm) mm. Ventilation openings having a least dimension larger than 1/4 inch (6 .4 ) h ll be pr.Vd.d ith aorras on res t r t eho- cloth apnculmg, h dcloth, or similart al w th %,ring, Im g el dime f 1/16 inch (1.6 ) m1ninnum ad 1/4 inch (6.4 ) mb.imurn. Operings In raof barring member.h II o f t th ca t f auctionR802.7. required um laton apennge shall op directly to the ..bids Exceptom Attc vent tat on shall not be required when determ ped not necessary by the code offcal due to chrusphericI tl ndition, R8061 Minimum t The minimum net fro tr t q ,,, shall b 1/150 of the area of the rented apace. Exception The m t free ventilation hall be 1/300 of the vented space provdud one ar more of the following. ...atone are mel: 1. In: Climate Zones 6, 7 and 8, a Class i or 11 vapor retarder is installed on the t' tl f the selling. t re than 5o eraent of the re a,ed rel-biatn area Is 2 At I l 40 P t P 9 9 P d d by til,tar, I t d the upper portion of the attc or rafter space. Upper tilt shall be t. t tl re than 3 feet (914 mm) below the nage or highest point f thep d rt Ily. lin the6 lance of the required v diction provided by endc, Wherethet f wall or roof framing -m b flcts with the t II ton of upp,, Hato s, Installation more than 3 feet (914 mm) helm the ridge or hIghost point of th p h.11 be permitted. R806 3 Vent CI Where ftinstalled, 'solation hall t 11 -1 the free Flow T A f 1 h (254 ) Pace hall be y ov ilea between the nsulpti- and the roof sh ath ng at the location of the v nt. Ventilation Required Attic Area 322 Square footage 322 X 300 = 1.07 - 1.07 144 - 154.56 Square inch 154.56 x .5(50 77.28 Square Inch - t f ro f t regia 154.56 x .5(5DY,) _ .77.28 Square inches net f e soffit ent req'd Upper Roof Vent Specifications (per manufacturer) CUT OUT SIZE 4' 0" vent pro d 115 gin t f space ((46 x 2-1/2") 6' 0" vent Pro d 175 q in t f pace (70" x2-1 �2"3 8 0 t ro d 235 sq -1 t I— pace (94' x 2-1 2" Upper Roof Vents Required (Max 50r) 1 0 onto 0 115 sa: = 115.0 ((0)) 4 6 0 vent ® 175 q. m = 0.0 (0) B-0. vent ® 235 q. in 0.0 115.OTota1 sq. in. net free area provided Soffit Vent Available 66 Linear it x 5.89 (Air Has per sq: in. per linear ft) = 388 Sq. in. net free soffit Lower Roof Vents Required (Deck—Air Intake Vent) (0) 4'-0" vents ®36 sq. In. = 0 sq. in. Total net free area Total Lower Vent. - 388 Sq. in. Soffl Vent + 0 Sq. in. Deck -Air Vent = 388 Sq. In. net free are, provided DRAIN BY: AA EI BY: Dame: Q3/l9 s0Af.1's: 7OB N11NB1?: EBENER 6/12/19 DWG NO: A2 4 OF SHEETS e I lgonnl�nnl�l�nl�ingnml�ln�l�nnl�nnl� r--`�-imnmmmnr--"-�mmmmm�n� � S mr�i�iiir�imni � I,�I�.ml■mmmrmil 9r/ 9i1i9�n , II II I II I IIIIIIIIII RIGHT SIDE ELEVATION gsiE51 Touoc-a ,E��l a o�oESE8t E=.:.' v � ��oa°�soteSTo o u• S _ - -oS-= Em 000m 9'om .`-o KNI Eaamq .`o 5` ROOF PLAN ATTIC 'VENTILATION AREA CALC'S Excerpt of the 2017 Florida Building. Code Residential R806.1 Ventilation required Enclosed attics and enclosed rafterspaces formed where ceilings ore applied directly to the underside f f fthall have cross ve tl t f h suppate pace by ventlotng open g protected ga'n,t the entrap f Ventilation penngs shall ha. t dimension of 1/16. Inch (16 ) mulmmm and 1/4 Inch (6.4 mm) mm. Ventilation openings having a least dimension larger than 1/4 inch (6 .4 ) h ll be pr.Vd.d ith aorras on res t r t eho- cloth apnculmg, h dcloth, or similart al w th %,ring, Im g el dime f 1/16 inch (1.6 ) m1ninnum ad 1/4 inch (6.4 ) mb.imurn. Operings In raof barring member.h II o f t th ca t f auctionR802.7. required um laton apennge shall op directly to the ..bids Exceptom Attc vent tat on shall not be required when determ ped not necessary by the code offcal due to chrusphericI tl ndition, R8061 Minimum t The minimum net fro tr t q ,,, shall b 1/150 of the area of the rented apace. Exception The m t free ventilation hall be 1/300 of the vented space provdud one ar more of the following. ...atone are mel: 1. In: Climate Zones 6, 7 and 8, a Class i or 11 vapor retarder is installed on the t' tl f the selling. t re than 5o eraent of the re a,ed rel-biatn area Is 2 At I l 40 P t P 9 9 P d d by til,tar, I t d the upper portion of the attc or rafter space. Upper tilt shall be t. t tl re than 3 feet (914 mm) below the nage or highest point f thep d rt Ily. lin the6 lance of the required v diction provided by endc, Wherethet f wall or roof framing -m b flcts with the t II ton of upp,, Hato s, Installation more than 3 feet (914 mm) helm the ridge or hIghost point of th p h.11 be permitted. R806 3 Vent CI Where ftinstalled, 'solation hall t 11 -1 the free Flow T A f 1 h (254 ) Pace hall be y ov ilea between the nsulpti- and the roof sh ath ng at the location of the v nt. Ventilation Required Attic Area 322 Square footage 322 X 300 = 1.07 - 1.07 144 - 154.56 Square inch 154.56 x .5(50 77.28 Square Inch - t f ro f t regia 154.56 x .5(5DY,) _ .77.28 Square inches net f e soffit ent req'd Upper Roof Vent Specifications (per manufacturer) CUT OUT SIZE 4' 0" vent pro d 115 gin t f space ((46 x 2-1/2") 6' 0" vent Pro d 175 q in t f pace (70" x2-1 �2"3 8 0 t ro d 235 sq -1 t I— pace (94' x 2-1 2" Upper Roof Vents Required (Max 50r) 1 0 onto 0 115 sa: = 115.0 ((0)) 4 6 0 vent ® 175 q. m = 0.0 (0) B-0. vent ® 235 q. in 0.0 115.OTota1 sq. in. net free area provided Soffit Vent Available 66 Linear it x 5.89 (Air Has per sq: in. per linear ft) = 388 Sq. in. net free soffit Lower Roof Vents Required (Deck—Air Intake Vent) (0) 4'-0" vents ®36 sq. In. = 0 sq. in. Total net free area Total Lower Vent. - 388 Sq. in. Soffl Vent + 0 Sq. in. Deck -Air Vent = 388 Sq. In. net free are, provided DRAIN BY: AA EI BY: Dame: Q3/l9 s0Af.1's: 7OB N11NB1?: EBENER 6/12/19 DWG NO: A2 4 OF SHEETS p . UNPL ATrED \11f IRON PIPE NO I. D. im LOT 1 �Ur "'s 7 -r",w (p) --T BLOCK -53 BLOCK 53 El � & 7 . UNPL ATrED \11f IRON PIPE NO I. D. im LOT 1 �Ur "'s 7 -r",w (p) --T BLOCK -53 BLOCK 53 El 20' 0 10' 20' pm GRAPHIC SCALE (In Feet) I inch = ft20 ORIGINAL FIELD WORK COMPLETED BY: TARGET SURVEYING, LLC DATED: 10/25/2018 SURVEY #346758 0.2 -OFF 77c j x'§� x 0,X xh°� N gx N. x 15.5' Nev, �$� R 1x ®� 4.7' �•� �' 1' ,n X� ,. . 'bx �4. Nqx �. ,�O• 15.5' 31.4' a N �° � N )P/G/NAr/oN PjffNC/lM K FLANGE ENCASED ROD "M 688" N.A.V.D.1988 ELEVATION =12.01' 125.00' 125.100' �a��0 E] N z0 ®U O �— >y ®' o, c �Q 3' CL ! Z ZQ W 20.6' � CD s e� u PX 25.0!, 71 ,` . `b'' �x.<, LL M V7 LOCATION MAP NOTmscwE L-EGN- pjffSGpiprION; LOT 2, BLOCK 54, MANDALAY, ACCORDING TO THE PLAT 25.0' THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. NOTES; 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE u Z 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ,ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. NO UPDATE WAS DONE ON THIS SURVEY. CHANGES HAVE BEEN MADE TO THIS PROPERTY THAT IS NOT SHOWN. FLOOD ZONE: X COMMUNITY NUMBER: 120075 PANEL: 12031 CO409 SUFFIX: J BASE FLOOD ELEVATION: N.A.V.D.88 FIRM DATE: 11-02-2018 FIRM EFFECT./REV DATE: 11-02-2018 AOS T VIA7-10N D SG I ION; A/C o ZZO Ln DOS L'% I.D. IDENTIFICATION LB LICENSED BUSINESS N.A.V.D. ul 25 >y ®' o, c �Q 3' CL ! Z ZQ W 20.6' � CD s e� u PX 25.0!, 71 ,` . `b'' �x.<, LL M V7 LOCATION MAP NOTmscwE L-EGN- pjffSGpiprION; LOT 2, BLOCK 54, MANDALAY, ACCORDING TO THE PLAT 25.0' THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. NOTES; 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE u Z 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ,ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. NO UPDATE WAS DONE ON THIS SURVEY. CHANGES HAVE BEEN MADE TO THIS PROPERTY THAT IS NOT SHOWN. FLOOD ZONE: X COMMUNITY NUMBER: 120075 PANEL: 12031 CO409 SUFFIX: J BASE FLOOD ELEVATION: N.A.V.D.88 FIRM DATE: 11-02-2018 FIRM EFFECT./REV DATE: 11-02-2018 AOS T VIA7-10N D SG I ION; A/C AIR CONDITIONER C/L CENTERLINE I.D. IDENTIFICATION LB LICENSED BUSINESS N.A.V.D. NORTH AMERICAN VERTICAL DATUM PSM PROFESSIONAL SURVEYOR MAPPER R/W RIGHT OF WAY X TOPOGRAPHIC ELEVATION Kenneth J. Osborne PSM #6415 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 01 K1 O �D N Z O �- OR Z O Q �= Lou, � w o aW 0 O � Z o o � `r N Project C-17718 Date 7-01-2019 Scae_ 20 1 OF 1 �D �-1 U o aW � Z w o � `r N vl� 4� r� M a WALL SECTION Q OPEN DECK SCALE: N.T.S. EXISTING ROOF SYSTEM EXISTING SHAKE SIDING (TYP.) 36"H HANDRAIL (TYP.) WATERPROOF FLOOR SYSTEM PER STRUCTURAL ENGINEERING (TYP.) HEADER PER STRUCTURAL ENGINEERING (TYP.) -n" 6x6 P.T. POST (TYP.) --- EXISTING 6" BRICK WALL 4" - 3000 PSI CONC. SLAB REINF. w/ 6x6 & 10/10 WWM OVER 6 MIL VAPOR BARRIER OVER CLEAN 959 COMPACTED FILL (SOIL TO BE TERMITE TREATED) OR 3,000 PSI FIBERMESH REINFORCED CONCRETE IN LIEU OF WWM R EL. +100'-0"ASSUMED FINISH FLOOR FINISHED GRADE !� 'd a 12 EXIST. s 0 z X SEE WINDOW MFR. DIAGRAM. SPECIFICATIONS FOR CODE FLASHING DETAIL COMPLIANCE AND INSTALLATION SCALE: N.T.S. DATA SHEET & ARCH. DETAILS r T&G PLYWOOD FLOOR 1st & GLUED & SCREWED I METAL BASE FLASHING I EXTERIOR ROOFING ELEVATIONS MATERIAL SEE ELEVATIONS 1st & r� z SPECIFICATIONS FOR CWK o v, CV ®HEAD FLASHING 1/2" GYPSUM BD. SECURED i IX TO FLOOR SYSTEM (TYP.) �a HEAD FLASHING AGAINST EXISTING 1/2" GYPSUM BD. OVER 1x2 WOOD FURRING THE PREVIOUSLY APPLIED STRIPS 0 16" O.C. (TYP.) SEALANT "z �e SEALANT (FLASHING GOES EXISTING INSULATION EXISTING CONC. SLAB ----------------------- ------------------------- COMPACTED FILL CO PAC REFER TO FOUNDATION PLAN FOR FOUNDATION TYPE AND FOOTING SPECIFICATIONS WINDOW INSTALLATION (METHOD A-1 ®IN WATER SHEDDING FASHION. STARTING AT THE BASE OF THE WALL $ WORKING TOWARDS THE TOP. INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 Xt' ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD O APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE SCALE: N.T.S. WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO 'EHE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 1 THROUGH t OW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE G SEAL THE WIDOW FRAME TO OPENING. APPLY A )(j NON. -- DIA. TO THE BACKSIDE- - - - - - - - - - - - (INTERIOR) OF THE WINDOW FLANGE. IN LINE WITH ANY PRE -PUNCHED HOLES OR SLATS. o FLASHING NT BEAD BETWEEN (Z) JAMB FLASHING FLASHING AND MOUNTING APPLY CONT. SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 74" ABOVE ®� THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACEFUISHING GOES OVER SEALAN . DIAGRAM. WALL TO ROOF FLASHING DETAIL ARCHITECTURAL PLANS SCALE: N.T.S. EXISTING WOOD FRAME SHEET & ARCH. DETAILS SYSTEM 1st & MIN. 26 GA. GALVANIZED I METAL BASE FLASHING I EXTERIOR ROOFING ELEVATIONS MATERIAL SEE ELEVATIONS 1st & FOR TYPE SEE MFR. EXTENDS 1' HMO SPECIFICATIONS FOR CWK I COMPLIANCE AND INSTALLATION ®HEAD FLASHING i IX �a HEAD FLASHING AGAINST 1 „ THE PREVIOUSLY APPLIED WINDOW INSTALLATION (METHOD A-1 ®IN WATER SHEDDING FASHION. STARTING AT THE BASE OF THE WALL $ WORKING TOWARDS THE TOP. INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 Xt' ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD O APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE SCALE: N.T.S. WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO 'EHE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 1 THROUGH t OW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE G SEAL THE WIDOW FRAME TO OPENING. APPLY A )(j NON. -- DIA. TO THE BACKSIDE- - - - - - - - - - - - (INTERIOR) OF THE WINDOW FLANGE. IN LINE WITH ANY PRE -PUNCHED HOLES OR SLATS. o FLASHING NT BEAD BETWEEN (Z) JAMB FLASHING FLASHING AND MOUNTING APPLY CONT. SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 74" ABOVE ®� THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACEFUISHING GOES OVER SEALAN . NOTES (FBC2107—R) EXTERIOR DOOR FLASHING SCALE: N.T.S. STRUeTYRZ HEIG AND NUO TORIE •'IES 4AP WRB ILDING HEIGH NUMBER OF SINT• OPENING� Imo_ ljsl� e;� CUT I e J\ WRB 2&L -1\ WRB REMOVE BOTTOM MODIFIED "I" TEMPORARILY TAPE UP TOP FLAP WRB FLAP CUTIN WRB 3 4 WRB WRB 00 —A WRB WRB INSTALL VULKUM AT THRESHOLD APPLY JAMB FLASHING TO BOTH SIDES PER MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH PLUMB AND SQUARE DOOR IN OPENING. OPENING. 5 6 WRB WRB , WRB WRB APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. SCALE N.T.S NOTES (COMPLY WZ FLORIDA BUILDING CODE 2107 - RESIDENTIAL 1. FBC—R302.5.1: ANY DOOR BETWEEN THE DWELLING AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK SOLID WOOD OR HONEYCOMB CORE STEEL OR THE DOOR IS TO HAVE A 20 MIN. FIRE—RATING. 2. FBC—R302.5.2: DUCTS IN GARAGE SHALL BE MIN. 26 GAGE SHEET STEEL, WITH NO OPENINGS INTO THE GARAGE PERMITTED 3. FBC-R302.6: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE. ROOMS SHALL BE SEPARATED FROM ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYPSUM BOARD. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2- GYPSUM BOARD, 4. FBC-R703.6.3: WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS REQUIRED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO PER ONE OF THE FOLLOWING METHODS: -2 LAYERS OF APPROVED WATER—RESISTIVE BARRIER MATERIAL, OR —1 LAYER OF APPROVED WATER—RESISTIVE BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR — OTHER METHOD IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. FBC—R, M1307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. 6. FBC—R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF (MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER. MATERIAL INFORMATION: ROOFING (MATERIAL SHALL MEET THE FOLLOWING,,,-PECIFICATI� ROOF UNDERLAYMENT — ASTM D 4869 TYP II - ROOF FLASHING (DRIP, RAKE, CAP, VALLEY — 26 GAUGE - ROOF SHINGLES — ASTM D3462 & AS 3161 TYPE 1 WI RESISTANCE M P.H., 108 CLASS A FIRE RESISTANCE RATING — SHINGLE LING PER MANUFACTURERS SPECIFICATIONS WINDOWS &DOORS (ENGINEERED INSTALLATION SPECIFICATIONS TO BE ON JOB SITE AT TIME OF INSPECTION) — WINDOWS, SINGLE HUNG - - WINDOWS, FIXED GLASS - — SLIDING GLASS DOORS - - EXTERIOR DOORS — - GARAGE DOORS - WIND ZONE INFORMATION: VERIFY Wl EOR THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING IS "ENCLOSED" BASIC WIND SPEED (M.P.H.) VERIFY W EOR RISK CATEGORY II WIND EXPOSURE CATEGORY VEREL W EOR INTERNAL PRESSURE COEFFICIENT +.18/—.1 *** SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING (END ZONE AND INTERIOR ZONE) INFORMATION DIAGRAM. cl INDEX OF ARCHITECTURAL PLANS Cl SECURE WRB SHEET & ARCH. DETAILS Al 1st & 2nd FLOOR PROPOSED PLANS AT HEAD 1st & 2nd FLOOR DEMOLITION PLANS FLASHING AT HEAD ELEVATIONS A4 1st & 2nd FLOOR PLAN ELECTRICAL LAYOUTS EXTENDS 1' HMO FOUNDATION LAYOUT ©� JAMB FLASHING. ` ®HEAD FLASHING �. EMBED BOTTOM OF THE �a HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT �e SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. ter' i I A ® J MB FLASHING I A EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING B X I ABOVE ROUGH I OPENINGAT HEAD. " JA B �`. i SEALANT FLASHING �' UNDER THE FLAPOF WREI AT THE HEAD. SEE DIAGRAM. SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SOME, I PLUMB, AND LEVEL CONDITION. USE CORROSION H RESISTANT FASTENERS. FASTEN WINDOWS PER d� WINDOW MANUFACTURER SPECIFICATIONS. I L 1 TI I WEATHER RESISTANT BARRIER (WRB) 1 II I AT A 45 DEGREE ANGLE, CAREFULLY OUT THE IL BARRIER ON A DIAGONAL GENTLY RAISE THE I �iJ TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR ��i��' WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW NOTES (FBC2107—R) EXTERIOR DOOR FLASHING SCALE: N.T.S. STRUeTYRZ HEIG AND NUO TORIE •'IES 4AP WRB ILDING HEIGH NUMBER OF SINT• OPENING� Imo_ ljsl� e;� CUT I e J\ WRB 2&L -1\ WRB REMOVE BOTTOM MODIFIED "I" TEMPORARILY TAPE UP TOP FLAP WRB FLAP CUTIN WRB 3 4 WRB WRB 00 —A WRB WRB INSTALL VULKUM AT THRESHOLD APPLY JAMB FLASHING TO BOTH SIDES PER MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH PLUMB AND SQUARE DOOR IN OPENING. OPENING. 5 6 WRB WRB , WRB WRB APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. SCALE N.T.S NOTES (COMPLY WZ FLORIDA BUILDING CODE 2107 - RESIDENTIAL 1. FBC—R302.5.1: ANY DOOR BETWEEN THE DWELLING AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK SOLID WOOD OR HONEYCOMB CORE STEEL OR THE DOOR IS TO HAVE A 20 MIN. FIRE—RATING. 2. FBC—R302.5.2: DUCTS IN GARAGE SHALL BE MIN. 26 GAGE SHEET STEEL, WITH NO OPENINGS INTO THE GARAGE PERMITTED 3. FBC-R302.6: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE. ROOMS SHALL BE SEPARATED FROM ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYPSUM BOARD. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2- GYPSUM BOARD, 4. FBC-R703.6.3: WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS REQUIRED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO PER ONE OF THE FOLLOWING METHODS: -2 LAYERS OF APPROVED WATER—RESISTIVE BARRIER MATERIAL, OR —1 LAYER OF APPROVED WATER—RESISTIVE BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR — OTHER METHOD IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. FBC—R, M1307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. 6. FBC—R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF (MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER. MATERIAL INFORMATION: ROOFING (MATERIAL SHALL MEET THE FOLLOWING,,,-PECIFICATI� ROOF UNDERLAYMENT — ASTM D 4869 TYP II - ROOF FLASHING (DRIP, RAKE, CAP, VALLEY — 26 GAUGE - ROOF SHINGLES — ASTM D3462 & AS 3161 TYPE 1 WI RESISTANCE M P.H., 108 CLASS A FIRE RESISTANCE RATING — SHINGLE LING PER MANUFACTURERS SPECIFICATIONS WINDOWS &DOORS (ENGINEERED INSTALLATION SPECIFICATIONS TO BE ON JOB SITE AT TIME OF INSPECTION) — WINDOWS, SINGLE HUNG - - WINDOWS, FIXED GLASS - — SLIDING GLASS DOORS - - EXTERIOR DOORS — - GARAGE DOORS - WIND ZONE INFORMATION: VERIFY Wl EOR THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING IS "ENCLOSED" BASIC WIND SPEED (M.P.H.) VERIFY W EOR RISK CATEGORY II WIND EXPOSURE CATEGORY VEREL W EOR INTERNAL PRESSURE COEFFICIENT +.18/—.1 *** SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING (END ZONE AND INTERIOR ZONE) INFORMATION ROOF FLASHING SCALE: N.T.S. — METAL DRIP EDGE 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL O 28 GA. GALVANIZED 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY O tYHICKETS AND SADDLES FlASHING: (NOT TO SCALE) T -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLI1NG WITH ASTM D 226, TYPE I OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE 224 TYPE I OR TYPE EI AND AT LEAST 36' WIDE OR VALLEY LINING A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. OF ANY CHIMNEY GREATER THAN 30' WIDE. CRICKET OR 6 SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL USED IN LIEU OF THE LINING MATERIAL MATERIAL. AS THE ROOF COVERING. CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH TWO 5 C> DJP EDGE FTASHINC: STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON 5 X 5 ANGLE FLASHING FASTENED 6 INCHES (152 MM) O.C.SYNTHETIC UNDERLAYMENT SHALL BE THE MAIN ROOF. DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND O 28 GA. GALVANIZED "Z" FLASHING OVERLAPPED A MINIMUM OF 2'. EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS 3 (NOT TO SCALE) 7 29 GA. GALVANIZED SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2'. DRIP EDGE SHILL RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). O 0 (NOT TO SCALE) BE MECHANICALLY FASTENED A MAXIMUM OF 12. O.C. DRIP EDGE AT EAVES 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK STALL BE COVERED WITH AN THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING O BasE AND COUNTER FLASHING: SHALL BE PERMITTED TO BE INSTALLED EITHIER OVER OR UNDER THE FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BEA APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D FOLDED OVER THE RODE AND MECHANICALLY FASTENED, AT 36' BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN MINIMUM 2' WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PR MAXIMUM TO THE ONGOING SDE OF THE ROOF. REPEAT WITH MANUFACTURER'S INSTALLATION SINSTRUCTIONS,LBESETORA �7 FIBER CEMENT SIDING F1eSFu�NGe PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED CONTINUOUS METAL 1" FLASHING SHALL BE SET IN APPROVED ... 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING FLASHING CEMENT AND SET FLUSH TO BAS: OF WALL AND OVER THE PANEL SIMNG: (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS THE RIDGE UNDERLAYMENT. 807H HORIZONTAL AND VERTICAL METAL FLANGES PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION 2 HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D SHALL BE FASTENED 6. ON CENTER WITH APPROVED FASTENERS. PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER 226, TYPE I OR TYPE II OR ASTM D 4889, TYPE I OR TYPE IV OR ASTM D 6751 ALL LAPS SHALL DE A MINIMUM OF 4' FULLY SEALED IN APPROVED FRAMING MEMBERS AND SHALL BE SEALED MATH CAULKING OR AND SHALL DE TIRO LAYERS APPLIED IN THE FOLLOWING MANNER, APPLY A O HIP FLASHING: FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION COVERED WITH BATTENS. HORIZONTAL JOINTS SHALL BE 19 -INCH (483 MM) STRIP OF UNDERLAYMENT FEIN LT PARALLEL TO AND STARTING AT RFLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING O VALLEY FLASOF ROOF' TO ENSURE WATER -SHEARING CAPABILITIES= OF ALL METAL FLASHED WITH "Z -FLASHING" AND BLOCKED WITH SOLO WOOD THE EAVES, FASTENED SUFFICIENTLY TO HOLD PLACE STARTING AT TFIE EA1E, LAPS. THE ENTRE EDGE OF THE HORIZONTAL FLANGE SHALL � FRAMING. APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH FASHION. AT THE HIP LINE FOLD THE UNDERLAYMENT OVER THE SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING SUCCESSIVE SHEETS 19 INCHES (483 MMI AND FASTENS WITH A 1 -INCH (25 IM) MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING HIP AND MECHANICALLY FASTEN, AT 38' D.C. MAXIMUM TO THE CEMENT AND MEMBRANE SHINGLES SHALL OVERLAP THE HORIZONTAL HORIZONTAL LAP SIDING: ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A SINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR FLANGE AND SHALL BE SET IN APPROVED FLASHING. CEMENT. LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4' AND SHALL NALABLE DECK WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM PERMITTED: OPPOSING SDE OF ROOF. WHEN COMPLETED THERE WILL. BE HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN FASTENER SPACING OF 12 INCHES (30OW AT 5 MM) D.C., AND ONE RTHE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. BASE FLASHING SHALL BE OF EITHER CORRISION-RESISTANT METAL H -SECTION JOINT COVER, OR LOCATED OVER A STRIP OF 1 OVERLAPS FASTENED 6 INCHES (152 MM) 0.0 SYNTHETIC UNDERLAYMENT SHALL 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) IN SECTION 890.5.2.8.1 OR MINERAL SURFACE ROOL FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THED) LINED WITH METAL, ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING 10 DE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS THE VALLEY LINING SHALL BE AT LEAST 24' WIDE AND OF ANY OF COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. RECOMMENDATION& THE CORROSION -RESISTANT METALS IN TABLE R903.1 MINIMUM THICKNESS PROVIDED IN TABLE 903.1. 2. FOR OPEN VALLEYS, VALLET LINING Cw TWD PLIES OF MINERAL 7.;7 NF 1 SURFACE ROLL ROOFING, COMPLYING WITH ASTM D D T SHALL BE I i PERIMITED. THE BOTTOM LAYER SHALL 18' AND THE TOP LAYER A MINIMUM OF 38WIDE v I MAT m IDRAWN BY: AA r—HECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBENER 5/23/19 DWG 190: cl INDEX OF ARCHITECTURAL PLANS Cl COVER SHEET & ARCH. DETAILS Al 1st & 2nd FLOOR PROPOSED PLANS A2 1st & 2nd FLOOR DEMOLITION PLANS A3 ELEVATIONS A4 1st & 2nd FLOOR PLAN ELECTRICAL LAYOUTS A5 FOUNDATION LAYOUT ROOF FLASHING SCALE: N.T.S. — METAL DRIP EDGE 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL O 28 GA. GALVANIZED 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY O tYHICKETS AND SADDLES FlASHING: (NOT TO SCALE) T -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLI1NG WITH ASTM D 226, TYPE I OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE 224 TYPE I OR TYPE EI AND AT LEAST 36' WIDE OR VALLEY LINING A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. OF ANY CHIMNEY GREATER THAN 30' WIDE. CRICKET OR 6 SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL USED IN LIEU OF THE LINING MATERIAL MATERIAL. AS THE ROOF COVERING. CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH TWO 5 C> DJP EDGE FTASHINC: STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON 5 X 5 ANGLE FLASHING FASTENED 6 INCHES (152 MM) O.C.SYNTHETIC UNDERLAYMENT SHALL BE THE MAIN ROOF. DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND O 28 GA. GALVANIZED "Z" FLASHING OVERLAPPED A MINIMUM OF 2'. EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS 3 (NOT TO SCALE) 7 29 GA. GALVANIZED SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2'. DRIP EDGE SHILL RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). O 0 (NOT TO SCALE) BE MECHANICALLY FASTENED A MAXIMUM OF 12. O.C. DRIP EDGE AT EAVES 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK STALL BE COVERED WITH AN THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING O BasE AND COUNTER FLASHING: SHALL BE PERMITTED TO BE INSTALLED EITHIER OVER OR UNDER THE FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BEA APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D FOLDED OVER THE RODE AND MECHANICALLY FASTENED, AT 36' BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN MINIMUM 2' WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PR MAXIMUM TO THE ONGOING SDE OF THE ROOF. REPEAT WITH MANUFACTURER'S INSTALLATION SINSTRUCTIONS,LBESETORA �7 FIBER CEMENT SIDING F1eSFu�NGe PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED CONTINUOUS METAL 1" FLASHING SHALL BE SET IN APPROVED ... 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING FLASHING CEMENT AND SET FLUSH TO BAS: OF WALL AND OVER THE PANEL SIMNG: (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS THE RIDGE UNDERLAYMENT. 807H HORIZONTAL AND VERTICAL METAL FLANGES PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION 2 HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D SHALL BE FASTENED 6. ON CENTER WITH APPROVED FASTENERS. PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER 226, TYPE I OR TYPE II OR ASTM D 4889, TYPE I OR TYPE IV OR ASTM D 6751 ALL LAPS SHALL DE A MINIMUM OF 4' FULLY SEALED IN APPROVED FRAMING MEMBERS AND SHALL BE SEALED MATH CAULKING OR AND SHALL DE TIRO LAYERS APPLIED IN THE FOLLOWING MANNER, APPLY A O HIP FLASHING: FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION COVERED WITH BATTENS. HORIZONTAL JOINTS SHALL BE 19 -INCH (483 MM) STRIP OF UNDERLAYMENT FEIN LT PARALLEL TO AND STARTING AT RFLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING O VALLEY FLASOF ROOF' TO ENSURE WATER -SHEARING CAPABILITIES= OF ALL METAL FLASHED WITH "Z -FLASHING" AND BLOCKED WITH SOLO WOOD THE EAVES, FASTENED SUFFICIENTLY TO HOLD PLACE STARTING AT TFIE EA1E, LAPS. THE ENTRE EDGE OF THE HORIZONTAL FLANGE SHALL � FRAMING. APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH FASHION. AT THE HIP LINE FOLD THE UNDERLAYMENT OVER THE SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING SUCCESSIVE SHEETS 19 INCHES (483 MMI AND FASTENS WITH A 1 -INCH (25 IM) MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING HIP AND MECHANICALLY FASTEN, AT 38' D.C. MAXIMUM TO THE CEMENT AND MEMBRANE SHINGLES SHALL OVERLAP THE HORIZONTAL HORIZONTAL LAP SIDING: ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A SINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR FLANGE AND SHALL BE SET IN APPROVED FLASHING. CEMENT. LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4' AND SHALL NALABLE DECK WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM PERMITTED: OPPOSING SDE OF ROOF. WHEN COMPLETED THERE WILL. BE HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN FASTENER SPACING OF 12 INCHES (30OW AT 5 MM) D.C., AND ONE RTHE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. BASE FLASHING SHALL BE OF EITHER CORRISION-RESISTANT METAL H -SECTION JOINT COVER, OR LOCATED OVER A STRIP OF 1 OVERLAPS FASTENED 6 INCHES (152 MM) 0.0 SYNTHETIC UNDERLAYMENT SHALL 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) IN SECTION 890.5.2.8.1 OR MINERAL SURFACE ROOL FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THED) LINED WITH METAL, ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING 10 DE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS THE VALLEY LINING SHALL BE AT LEAST 24' WIDE AND OF ANY OF COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. RECOMMENDATION& THE CORROSION -RESISTANT METALS IN TABLE R903.1 MINIMUM THICKNESS PROVIDED IN TABLE 903.1. 2. FOR OPEN VALLEYS, VALLET LINING Cw TWD PLIES OF MINERAL 7.;7 NF 1 SURFACE ROLL ROOFING, COMPLYING WITH ASTM D D T SHALL BE I i PERIMITED. THE BOTTOM LAYER SHALL 18' AND THE TOP LAYER A MINIMUM OF 38WIDE v I MAT m IDRAWN BY: AA r—HECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBENER 5/23/19 DWG 190: cl 6 OF SHEETS v ccc — r�C� ov>,c� Doc Op coEvE.0 �0moaoco.2;,v$-0 �aoZ.,v��F�Fomm c c -C-9 00o i�� vm� 8mm :92 o E$�o mOE- 078 p Vs�+'j TCp mvo,g S°cMmOY zoo °�c$$�$ r� $ �1+'t:� CC 0, ISE > C'C'v$m v Sj 992.! CL CL so E� E9 $; 3 m a v V= v mG .O ,WN B AA j �CKED BY: 3/21/19 1/4"=F-0" NUMBER' EBENER 5/23/19 DVG- NO A7 6 OF SHEETS GENERAL NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7-10. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1y2' INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131" x 2-1/2 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EXTERIOR WALL STUD SPACING END ZONES, PSF BRITTLE FINISH FLEXIBLE FINISH LIVE LOAD -STORAGE: WALL HEIGHT (L/360) WALL HEIGHT (L/120) BEARING STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT CONDITION EXPOSURE: C IMPORTANCE: 1.0 BUILDING CATEGORY: 11 ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: 0.18 2X4 SPF STUD 16 12 16 16 o T ONE 2X4 NO.2 SPF 16 12 , � . 16 16 16 12 - STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 2X4 SPF STUD 16 12 W I 16 12 0 cl) TWO 2X4 NO.2 SPF 16 12 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 j 16 16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. ALL -THREAD NOTES 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL 13E RATED NOT LESS THAN 3200 LBS. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 6" - TYPICAL WALLS, MONOLITHIC FOOTING - WHERE PEANUT WALLS/GARAGE CURBS EXIST, EMBEDMENT IS THE HEIGHT OF THE CURB PLUS 6" 7" - EXTERIOR WALLS, STEMWALL FOOTING 8"- MASONRY WALLS 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN THEIR RESPECTIVE DETAILS ON THIS SHEET. 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM OF THE ROD WITH A 3" SQ WASHER AND NUT. EPDXY NOTES 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: HILT[ HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF 2,300 PSI. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL 13E AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. SHEATHING NOTES FOR WALL SHEATHING: 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN -s" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. FOR ALL OTHER VENEER: MIN IW-" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES). 3. FOR CURVED WALLS: TWO (2) LAYERS OF T" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. FOR ROOF SHEATHING: 1. FOR SHINGLE AND METAL ROOF: MIN 7' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. FOR TILE ROOF: MIN " PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. FOR FLOOR DECKING: 1. MIN t" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH 8d NAILS AT 6 O.C. ON EDGE, 12" O.C. IN FIELD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM 4" THICKNESS. FOR PORCH CEILING SHEATHING: 1. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. 114 FIELD. LOAD TABLE COMPONENT AND CLADDING ROOF: DESIGN PRESSURES LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF CEILING: END ZONES, PSF LIVE LOAD: 0.0 PSF LIVE LOAD -STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF FLOOR: 22.9 LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF WIND LOADS: -24.0 WIND SPEED: 130 MPH EXPOSURE: C IMPORTANCE: 1.0 BUILDING CATEGORY: 11 ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: 0.18 ROOF PITCH: 6:12 EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200720.8 -24.4 T-20.8 m T-9" 6-6" 4'-7" r -, 1_J r -i � r ---I �j ❑ I. I � I 3 L -_J L -JS1.01 (V yL2n �� 14'-0" 0 b) ----------------� I I I I I 1 I I S1.01 0 1 I � o V -01 I I I I w I I o I I c I I I I I 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. j � 51.01 S 1.01 1'-11" LJ r_-1 I I ■ I M L 0 SEE PLAN SHEET INDEX 8" GENERAL NOTES S1.01 FOU_NDATION PLAN AND DETAILS _ FIRST ANDSECONDLEVEL S2.01 FRAMING PLAN S3.01 FRAMING DETAILS 'k- I.... I II I El L L --J 5 5 S1.01 S1.01 13'-6" FINISHED ` 12" GRADE _ FOUNDATION PLAN 1/4" = 1'-0" 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY 18"x56"x12" DEEP FOOTING \-f WITH #5 BARS AT 12" MAX. O.C. EACH WAY FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. d- 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED \ SUBBASE AND FOOTING/SLAB `- FOOTING, PER PLAN 4 RECESS SECTION 3/4 1. -off FORMED AND POURED PERIMETER CURB. 4" _ FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 2X12 STRINGERS, TYP 3. FASTEN TO SLAB WITH A35, (2) 3/16"X2-1/4" TAPCONS IN SLAB. STAIR LANDING SECTION 3/4" = 1'-0" (2) 2X10 PERIMETER BEAM 2X12 STRINGERS, TYP 3 2X4 BLOCK UNDER STRINGER. FASTEN TO BLOCKING WITH 1/4"X4" SCREWS AT 12" O.C. 4X4 PT NO.2 SYP POST. FASTEN TO FOOTING WITH ABU44. 10"X10"X8" PEDESTAL UNDER POST. (2) 12"X7" #5 L -BARS INTO PEDESTAL. 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. TAIR LANDING SECTION 3/4" = 1'-0" 6X6 PT NO.2 SYP. ABU66, 'vX8" ANCHOR. FINISHED GRADE. 10"X10"X8" PEDESTAL UNDER POST. (2) 12"X7" #5 L -BARS INTO PEDESTAL. 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. 5 IER FOOTING % I C E I VIE D J U L 16 2019 Building Department City of Ati ntic 8" 8" 8" . •0. 0 6X6 PT NO.2 SYP. ABU66, 'vX8" ANCHOR. FINISHED GRADE. 10"X10"X8" PEDESTAL UNDER POST. (2) 12"X7" #5 L -BARS INTO PEDESTAL. 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. 5 IER FOOTING % I C E I VIE D J U L 16 2019 Building Department City of Ati ntic p a C9 � C7 � Q 0 m C° M o w w o T � z z w a z' O 2 U � a O > U W z 0 cl) J a rn T 0) l� NN O w o 0 co z Q o O V5 wz r N W NM U M W J Z W L Q = O = � U U m Q Q < m F- III W U 0 O LLLL Qnj O � M J W � Q z W m W � rn o N LL �w �U` Y DC7 NC7 O CL N ti uio U Q 0 z VJ W z I- Q 0 U) z��. ...j ` O �- 0 W W ~ z� � W � n Zv O U. 00 04 C 0) ai ul � c aU W "Ov 0 00 U LLLL U (D N U C-4 :3 LL c X m m a) -a co CD < 0) 72. - Ch CR C eCD U) N y N U O M 0) ��CQ'.••� FI'C '• eo Z� 411 % ' .� R ID a. Sheet No. S1,01