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825 Sherry Dr RES19-0056 New Single Family HomeGENERAL NOTES ALL -THREAD NOTES 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". ' HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE: SET OR APPROVED EQUAL. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. ACCORDANCE WITH APPLICABLE SAFETY LAWS. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT PSI AND TENSILE STRENGTH OF 2,300 PSI. THE ENGINEER OF RECORD. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL DIAMETER OF THE STEEL MEMBER BEING INSTALLED. EXCEED SIX (6) COURSES IN HEIGHT. FOR LINTELS SUPPORTING MASONRY VENEER a,b,c "ORY DVE ONE-STORY ABOVE TWO STORIES ABOVE No. OF 1/2" EQUIVALENT REINFORCING MASONRY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, ACI, NDS, APA AND ASCE7-10. 1. ALL -THREAD CONNECTORS TO BE 3/8 DIAMETER 13ARS PLACED AT 4'0.C. IN ALL BEARING LIVE LOAD -STORAGE: ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 6'-0" WALLS, UNLESS NOTED OTHERWISE ON PLANS. 0" 9'-6" CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 3 AUTHORITIES HAVING JURISDICTION OVER THE WORK. 12'-0" 91_0• 4 NOT LESS THAN 8" INCHES INTO THE SUPPORT. MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. FROM TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 40.0 PSF 10.0 PSF DO THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. COUNTED AS PART OF THE DESIGNATED O.C. SPAq;ING. SHEATHING NOTES 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CON'UOUS CONSTRUCTION. 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION 4. STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DESIGN PRESSURES BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE OF IS: 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL LIVE LOAD: 20.0 PSF DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 012 N 2X4 SPF STUD 16 CONFORM TO ASTM C150 TYPE 1. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. 12tl'6' A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AYN�' SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %,,. FULL BEAD AND HEAD JOINTS SHALL BE USED.C. 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. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTIK FOOTING WITH SIMPSON SET EPDXY THE MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 2X6 SPF STUD GRD OR NO.2 16 16 WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 16 UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA ELECTRICAL WORK. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODECONSTRUCTION 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 6" - TYPICAL WALLS, MONOLITHIC FOOTING CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL CONCRETE". 7" - EXTERIOR WALLS, STEMWALL FOOTING REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 8" -MASONRY WALLS 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/_) ALL CEMENT SHALL CONFORM TO ASTM C150, 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR FOUNDATIONS, AND %4" FOR ALL SLABS AND SHALL 7' ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM CONFORM TO ASTM C33. THEIR RESPECTIVE DETAILS ON THIS SHEET. A82, SPACED AT 16" O.C. VERTICAL MAX. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 9' WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL TERMITE TREATED SOIL. ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUI3. OF 10d NAILS. FASTEN FASTEN STUDS TOGETHER WITH (1) ROW STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY THE STUDS TO THE TOP AND ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" STUD GROUP. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS ACCEPTABLE TO BEAR ON BEAMS/HEADERS BELOW, IT IS UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, DRILL THE THREADED RODS THROUGH OF THE ROD WITH A 3" SQ WASHER AND NUT. THE HEADER AND FASTEN THE BOTTOM 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". EPDXY NOTES REINFORCEMENT. N OTE FOR BRICK VENEER SIDING 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED RODS, STAIR HANDRAILS, AND OTHER CONCRETE WITH EPDXY 1. � HORIZONTAL TIES AT 24 O.C. GROUT ONLY WHERE DETAILED ON THE DRAWING:i OR EPDXY OR WHERE APPROVED BY THE ENGINEER. 2. VERTICAL TIES AT 24" O.C. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 3. WEEP HOLES AT 33" O.C. GREATER. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY ENGINEER FOR APPROVAL PRIOR TO INSTALLATIOIId. GROUT SHALL BE SUBMITTED TO THE ACCEPTABLE EPDXY PRODUCTS ARE 4. 1"AIR SPACE BETWEEN BRICK AND SHEATHING. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". ' HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE: SET OR APPROVED EQUAL. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. ACCORDANCE WITH APPLICABLE SAFETY LAWS. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT PSI AND TENSILE STRENGTH OF 2,300 PSI. THE ENGINEER OF RECORD. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL DIAMETER OF THE STEEL MEMBER BEING INSTALLED. EXCEED SIX (6) COURSES IN HEIGHT. FOR LINTELS SUPPORTING MASONRY VENEER a,b,c "ORY DVE ONE-STORY ABOVE TWO STORIES ABOVE No. OF 1/2" EQUIVALENT REINFORCING FILLED. 4'-6" X-0" 1 NOTES -4-0"6-4- LIVE LOAD -STORAGE: 0.0 PSF 30.0 PSF 01, 8'-0" 6'-0" 2 0" 9'-6" T-0" 3 0" 12'-0" 91_0• 4 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE �• •,�� .��.onrLL DC I,LCHIVCLI VVI I N L;UMFKL6SED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE: OF ALL DELETERIOUS MATERIAL SUCH AS FOR SI: 1 INCH=25.4 MM, 1 FOOT=304.8 MM 7.0 PSF FILLED. LAITANCE, DUST, DIRT, AND OIL, A. LONG LEG OF THE ANGLE SHALL BE PLACED IN A VERTICAL POSITION. FRAMING NOTES TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. CN EDGE, 12" O.C. IN FIELD. LIVE LOAD -STORAGE: 0.0 PSF 30.0 PSF 6. CONTRACTOR PERFORMING EPDXY WORK SHALT_ BE AN APPROVED CONTRACTOR BY THE B. DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8" AND ALL CELLS OF 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, YEARS EXPERIENCE IN THE VARIOUS TYPES OF AND SHALL HAVE NO LESS THAN FIVE EPDXY RELATED HOLLOW MASONRY LINTELS SHALL BE GROUTED SOLID. REINFORCING BARS SHALL EXTEND FLOOR: THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. PROJECT. A NOTARIZED CERTIFICATION WORK REQUIRED IN THIS NOT LESS THAN 8" INCHES INTO THE SUPPORT. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. FROM TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT THE MANUFACTURER ATTESTING TO THE ALONG WITH THE PROPOSAL TO C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES; OTHER STEEL LIVE LOAD: DEAD LOAD: 40.0 PSF 10.0 PSF DO THE WORK. EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD MEMBERS MEETING STRUCTURAL DESIGN REQUIREMENTS MAY BE USED. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED SHEATHING NOTES MIN WITH INNER LAYER FOOTING DETAILS SHEET. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CON'UOUS EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOTCOMPONENT APPARENT. COEFFICIENT: 0.18 LOAD TABLE AND CLADDING 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. GENERAL SHEATHING GUIDELINES FOLLOW. FORNORE�'�OARD TALL WALL NOTES HEREIN: TALL WALL APPLICATIONS, ALSO SEE DESIGN PRESSURES CONDITIONS, BLOCK PANELS AT 12" O.C. 16 16 13 LIVE LOAD: 20.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. FOR WALL SHEATHING: INTERIOR ZONES, PSF DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 1. FOR STUCCO AND STONE: MIN az" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, CEILING: LIVE LOAD: 20-50 22.9 TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. CN EDGE, 12" O.C. IN FIELD. LIVE LOAD -STORAGE: 0.0 PSF 30.0 PSF 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 2. FOR ALL OTHER VENEER: MIN Ts" OSB OR PIi.YWOOD, VERTICALLY OR HORIZONTALLY, TO WALL FRAMING'. SPAN RATING 24/16, INSTALLED DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, O.C. EDGE FLOOR: -22.9 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON EDGES). AND FIELD (UNBLOCKED PANEL FIELD. Q STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING 3. FOR CURVED WALLS: TWO (2) LAYERS OF:'T" PLYWIDOD. FASTEN WITH 10d NAILS AT 6" O.C. LIVE LOAD: DEAD LOAD: 40.0 PSF 10.0 PSF THE DIAMETER AND LENGTH PER THE DETAILS. EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD ON PANEL EDGES MUST BE LAPPED 24" DECK LIVE LOAD: 50.0 PSF INTERIOR PRESSURE MIN WITH INNER LAYER FOOTING DETAILS SHEET. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CON'UOUS T`IN, OVER TWO OR MORE SPANS WITH 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 -22.9 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: SHIM FRAMING AS NEEDED FOR TIGHT FIT. FLEXIBLE FINISH N WALL HEIGHT (U360) WALL HEIGHT (U120) BEARING WIND LOADS: S2.01 8d = 0.131" x 2- FOR ROOF SHEATHING: S2.02 WIND SPEED: 130 MPH 10d = 0.148" x 3"" 1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED EXPOSURE: C 12d = 0.148" x 3-1/4" PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN IMPORTANCE: 1.0 16d = 0.162" x 3-1/2" FIELD. Q BUILDING CATEGORY: 11 12 2. FOR TILE ROOF: MIN j" PLYWOOD, SPAN RATING :12/16, INSTALLED PERPENDICULAR TO ROOF ENCLOSED BUILDING: 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE 12" O.C. IN FIELD. INTERIOR PRESSURE 16 FOOTING DETAILS SHEET. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CON'UOUS T`IN, OVER TWO OR MORE SPANS WITH COEFFICIENT: 0.18 12 STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD ROOF OF PITCH: 6:12 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. CONDITIONS, BLOCK PANELS AT 12" O.C. 16 16 13 EXTERIOR WALL STUD SPACING SHEET INDEX BRITTLE FINISH FLEXIBLE FINISH N WALL HEIGHT (U360) WALL HEIGHT (U120) BEARING TAILS S2.01 FIRST LEVEL FRAMING P N S2.02 SECOND LEVEL FRAMING LAN S3.01 FRAMING DETAILS CONDITION STUD SIZE AND GRADE 8 FT 9FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT Q 2X4 SPF STUD 16 12 16 16 ONE 2X4 NO.2 SPF 16 12 a: 16 16 16 12 U m STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 13 16 16 012 N 2X4 SPF STUD 16 12! 16 12tl'6' AYN�' TWO 2X4 NO.2 SPF 16 12 16 16 .. STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 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. FOR FLOOR DECKING: 1. MIN 4" 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 J" THICKNESS. FOR PORCH CEILING SHEATHING: I. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTAI-LED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. TALLWALL OSB WALL SHEATHING NOTES FOR WALL SHEATHING: 1. INSTALL OSB WALL SHEATHING PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, LOCAL BUILDING CODE, FASTENEIRS SCHEDULE, AND AS SPECIFIED IN THIS SECTION. 2. INSTALL OSB PANELS VERTICALLY. 3. INSTALL OSB PANELS WITH 1/8 -INCH GAP BETWEEN uDANELS. 4. NAIL SPACING AT PANEL EDGES AS INDICATED ON THE DRAWINGS. 5. INSTALL NAILS A MINIMUM OF 3/8 INCH FROM PANEL EDGES. 6. INSTALL NAILS TO PENETRATE FRAMING AS INDICATED ON THE DRAWINGS. 7. INSTALL ADDITIONAL NAILS AT OPENINGS AS INDICATED ON THE DRAWINGS. 8. INSTALL OSB PANELS TO BE CONTINUOUS OVER 2 OR MORE SPANS. 9. WALLS SHALL BE SHEATHED WITH OVERSIZED PANELS OF OSB EXTENDING FULL-LENGTH VERTICALLY TO THE TOP PLATES IN ONE PIECE. 9 N w O > O w , o F - z w z O U U Ww co o O_ O co U) w F- 0 w z rn rn N w o 0 z Q z O > o ww Z - N ce V SHEET INDEX S0.01FCOV7ERPA(GE/GENERAL N TESS1.01NATION a PLAN AND D TAILS S2.01 FIRST LEVEL FRAMING P N S2.02 SECOND LEVEL FRAMING LAN S3.01 FRAMING DETAILS U 9 N w O > O w , o F - z w z O U U Ww co o O_ O co U) w F- 0 w z rn rn N w o 0 z Q z O > o ww Z - N ce V 04cli rn cl) ccoo a o N _z F.. U`v) W U z > M N M z O U W o C/) o } w E' w m U Q U Q Q W 0 a 0 z Q U) OFFICE C Py REVIEWED FOR CODE CO, PLIANCE CITY OF ATLANTIC E _CH SEE PERIFVITS FOR ADDITI NAL REQUIREMENTS ANN -D CON TIONS REVIEWED BY: DATE: _, i'�Oeq V J `�... W W �. 00 Q Z C .J ry W L.L.. > W Oz U rw V UOD C 04cli rn cl) ccoo a o N N IL w Y> U ` U o Q U Q Q OFFICE C Py REVIEWED FOR CODE CO, PLIANCE CITY OF ATLANTIC E _CH SEE PERIFVITS FOR ADDITI NAL REQUIREMENTS ANN -D CON TIONS REVIEWED BY: DATE: _, i'�Oeq V J `�... W W �. 00 Q Z C .J ry W L.L.. > W Oz U rw V UOD C 04cli cl) ccoo a< c m ca po0 U LLLL U U M m -� c LL U) U m a) Q N 05 m o 0) '2o CO r o N co C o't 012 N U O f UC) co AYN�' -U; 28 ;�O_ .. o. T �••••RI •46 l/ m5flis Sheet S0.01 n, !,---� 14'-6" 18'-9" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. (1) #5 CONTINUOUS 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB #4 BAR VERT, 6" BEND AT BOTTOM, 12" BEND INTO SLAB AT TOP. BARS AT ELEVATION CHANGE, CORNERS AND AT 48" O.C. 40'-0" X ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 MONOLITHIC FOOTING SECTION 3/4" = 1'-0" 18'-9" 21'-3" 3-F,/ OUNDATION PLAN 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY r` N 04cli Lr) FOOTING AND SLAB POURED WITH rn rn 1 z 1 di 1 r GRADE -eFOOTING/SLAB rl ao a�0 X z_Q ' N M O m 0 L VAPOR BARRIER BETWEEN 1< a In 00 ao 1 1 N U et 1 < O FINISHED a' ' TWO-STORY: X = 16 WITH (3) #4 OR (2) #5 GRADE Q 1 ; OPT 6" BRICK SHELF WITH (1) #4 BAR 1 CONTINUOUS. EXTENDS FROM GROUND U 1 1 SURFACE TO BOTTOM OF FOOTING. SEE z 1 1 ARCH. FOR BRICK LOCATIONS. z r3/1 z n, !,---� 14'-6" 18'-9" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. (1) #5 CONTINUOUS 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB #4 BAR VERT, 6" BEND AT BOTTOM, 12" BEND INTO SLAB AT TOP. BARS AT ELEVATION CHANGE, CORNERS AND AT 48" O.C. 40'-0" X ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 MONOLITHIC FOOTING SECTION 3/4" = 1'-0" 18'-9" 21'-3" 3-F,/ OUNDATION PLAN 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY r` N a a w -I __ • G - I-- 8" ---- X 8" ter_ - 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 3 INTERIOR BEARING FOOTING FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED = 12" — GRADE I� ij • v 6M IL VAPOR BARRIER OR i— EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN -(5 RECESS SECTION 34 11-0.1 SEE P I J i FINISHED \-- -; i GRADE 0o 1 1 Z ' — !' li -- 6" 6'a 2 CURB DETAIL X/2 8" X - - FORMED AND POURED PERIMETER CURB. - (1) #5 CONTINUOUS. - SEE PLAN FOR CURB HEIGHT _ FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB - #4 BAR VERT AT 48" O.C., 6" BEND AT BOTTOM. - ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 - OPT 6" BRICK SHELF WITH (1) #4 BAR CONTINUOUS. EXTENDS FROM GROUND SURFACE TO BOTTOM OF FOOTING. SEE ARCH. FOR BRICK LOCATIONS. SEE PLANS FOR CURB HEIGHT 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 ERRING CURB STEP SECTION 3/4" = 1.-U' f4" SEE PLANS FOR CURB HEIGHT _ 00 6 MIL VAPOR BARRIER OR 8" 8" 444 EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB .( 6 CURB STEP SECTION 3/4 = 1 -0 OFFICEICOPY REVIL . BP# � SSCSDATEp SIGNED J 111,J 1 6 2019 RuilaNng Opnrtment r. } m N 04cli Lr) FOOTING AND SLAB POURED WITH rn rn 3000psi CONCRETE WITH FIBERMESH. z FINISHEDd di cn GRADE -eFOOTING/SLAB rl ao a�0 W z N M O m 0 L VAPOR BARRIER BETWEEN `�•PACTED In SUBBASE AND p N U 0 O O E STORY: X = 12" WITH (2) #4 a' �K 6" x TWO-STORY: X = 16 WITH (3) #4 OR (2) #5 Q THREE-STORY: X = 20" WITH (3) #5 OPT 6" BRICK SHELF WITH (1) #4 BAR M (1) 0 N CONTINUOUS. EXTENDS FROM GROUND U o SURFACE TO BOTTOM OF FOOTING. SEE ARCH. FOR BRICK LOCATIONS. z r3/1 z 0 w a a w -I __ • G - I-- 8" ---- X 8" ter_ - 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 3 INTERIOR BEARING FOOTING FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED = 12" — GRADE I� ij • v 6M IL VAPOR BARRIER OR i— EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN -(5 RECESS SECTION 34 11-0.1 SEE P I J i FINISHED \-- -; i GRADE 0o 1 1 Z ' — !' li -- 6" 6'a 2 CURB DETAIL X/2 8" X - - FORMED AND POURED PERIMETER CURB. - (1) #5 CONTINUOUS. - SEE PLAN FOR CURB HEIGHT _ FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB - #4 BAR VERT AT 48" O.C., 6" BEND AT BOTTOM. - ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 - OPT 6" BRICK SHELF WITH (1) #4 BAR CONTINUOUS. EXTENDS FROM GROUND SURFACE TO BOTTOM OF FOOTING. SEE ARCH. FOR BRICK LOCATIONS. SEE PLANS FOR CURB HEIGHT 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 ERRING CURB STEP SECTION 3/4" = 1.-U' f4" SEE PLANS FOR CURB HEIGHT _ 00 6 MIL VAPOR BARRIER OR 8" 8" 444 EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB .( 6 CURB STEP SECTION 3/4 = 1 -0 OFFICEICOPY REVIL . BP# � SSCSDATEp SIGNED J 111,J 1 6 2019 RuilaNng Opnrtment r. } m N 04cli Lr) rn rn rn rn O o N di cn o ' O a�0 W N N M O m 0 w M In un p N U 0 O O O a' FW- z Q -, ¢ M (1) 0 N Q U o z z w L: _ 40 -zo �0 _ 0 O; TATE O m o •� o %... C" ••..... �� G z 0 N M � � z U U z O w $ a 0 � z z W 0 0 0 U 0 2c W >H > J J z g I¢- V 04cli Lr) rn rn rn rn c o N di cn o ' jJ a�0 c= N N M a ¢ m 0 M M In un p N U O O O O m FW- U) Q Amo -o r N M (1) 0 N 0 U o z 0 _ 40 -zo �0 _ O; TATE O o •� o %... C" ••..... �� G z T N M w V 04cli Lr) 0) N z �t at c o N F- U F- Z O U w U Z w 0 W > o �- W M M N M u- _ a m jJ a�0 c= U MLL �j a ¢ m 0 w z NZ °° g p N U a c in" m a a ca U) Q Amo -o U00 O 04cli Lr) 0) N vi �t at c o N LL aU a o � cc a�0 a0 NO MLL U a ¢ m 0 U00 O 04cli Lr) 0) N vi �t at c aU 75 m ca 0 `o `o U MLL a) U N U � c in" m a a ca (1) Q Amo -o r N M (1) 0 N 0 U O U V' cu 0 M ```�1111i1II4f' .� WAYNF _ 40 -zo �0 _ O; TATE O RIO •� o %... C" ••..... �� G No. S1.01 S1 1 FIRST LEVEL WALL PLAN 1/4" = 1'-0" =G01 '04 CJ36 A15 (1) MTS20 CJ36 ru i lhi I — --- 7 2 !j::77(s3.01 S3.04' I SECOND LEVEL FLOOR PLAN 1/4' = 11-0" HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 FLOOR TRUSS THA422 FL10447.6 CJ36 1) H2.5A CJ36 t' 6' =I FRAMING NOTES AND LEGEND O. o TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, U w STUD MATERIAL: 2x No. 2 SPF, U q w 0 HEADERS: 0 z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AN ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS F 16d (0.148" X m w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS ECESSARY TO E MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE L IT IS IN. SEE p v0 w THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. z' o a O w HEADER NOTATION IS: w CO NUMBER OF PLIES IN HEADE z NUMBER OF KING STUDS (2),2x6.2:1 0, NUMBER OF CRIPPLE STUDS c� 0 N 0 w SIZE OF DIMENSIONAL LUMB o SHEAR WALLS: z ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS ASED ON THE w Ti- N TYPICAL WALL SECTION, THREADED ROD SPACING, ND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING P N, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLD OWNS, IF ANY, ARE NOTED ON THE PLAN. V V -#/S# /S SEE DETAILS ORFASTENER V z SHEET NUMBER M I..LJ cy) DETAIL NUMBER U V N N SHEAR WALL DESIGNATION Z > —i W LL PORCH/GLULAM BEAM z Ir U O Ix Q W w w INTERIOR BEARING WALL = m U) U ® 1 -STORY THREADED ROD a W 0 Z Z ® 2 -STORY THREADED ROD O Q U INDICATES GLAZING CLASSIFI D AS END ZONE. EZ ALL OTHER GLAZING LOCATE ON EXTERIOR OF STRUCTURE WILL BE CLASSI ED AS INTERIOR ZONE. SEE "COMPONENT AN CLADDING DESIGN PRESSURES," ON COVER SHE T. GABLE BRACING LOCATION. rn CD cV m . 8 c)®C 7 N C i ABBREVIATIONS: W ®� 0.� ® 0 ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO RIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. J SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. W J SYP SOUTHERN YELLOW PINE. ^ TYP TYPICAL. LL UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER J VERIFY OR PLACE STUD GROUP UNDER BEAM BEARINUMBER OF ) r^ O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FAfED EN BEAM TO v STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREA ROD IS �. WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. u - PLACE 6x6 POST UNDER BEAM BEARING. FASTEN O BEA TO POST WITH (2) MSTA24. FASTEN POST TO FOOTING WITH A 66. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH ( 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4" "WOOD SCREWS AT 16" O.C. c ccn 0 rn ►� OSEE SHEATHING NOTES FOR PORCH CEILING SHEATH G tip V D SPECIFICATIONS. ui a v ca O 08 V U- LL U 0 U 0 aXi � m m Q � o A i v _ CR i„ � c N ) y't C Y N O U �t V 7 ``�►11111/�� AYIVF �F�.••� FI J. Z No Sheet OFF �CECOPY I S2.01 c 2-1 GF SECOND LEVEL WALL PLAN 1/4" = V-0" IE I I F 1 1 I I I k I I I I I 1 k I � I I 1 I I i CJ36 I I I I CJ38 I I I I i CJ37 I I I I 1 I 1 1 I I I 1 I I N I I r i B16 I I I I B17 I.\ I ------ ----- --- --------------- --- ------- `moi --- -------- -------------------�-------------- S2.02 w HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE ECOND LEVEL ROOF PLAN APPLICATION PART# APPROVAL# 1 -PLY TRUSS HTU26 FL10655 8 1/4" = T -u- 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, 8" O.C. IN FIELD. BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d COMMONS. BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH (3) 16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH (10) 10d AT 48" O.C. GABLE BRACING DETAIL - TRUSS J/4•' = I. -U.. 2 -PLY TRUSS HGUS282 FL10655.1 ❑ a 0 - FRAMING FRAMING NOTES ANDco LEGEND I m TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UN cli cc+i co STUD MATERIAL: 2x No. 2 SPF, UN o N HEADERS: 11T ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS ANDNE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS ASCESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WA IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. M HEADER NOTATION IS: W NUMBER OF PLIES IN HEADER i NUMBER OF KING STUDS U) (2),2x6,2:1 _ I — NUMBER OF CRIPPLE STUDS L-- w — SIZE OF DIMENSIONAL LUMBE w m SHEAR WALLS: m 0 U o ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS SED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, D SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING P , AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDD WNS, IF ANY, ARE NOTED ON THE PLAN. J SW -#/S# SHEARWALL LOCATION Z SEE DETAILS FOR FASTENERS 0` WAY/VF L� SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION PORCH/GLULAM BEAM INTERIOR BEARING WALL ® 1 -STORY THREADED ROD ® 2 -STORY THREADED ROD INDICATES GLAZING CLASSIFIE AS END ZONE. EZ ALL OTHER GLAZING LOCATED N EXTERIOR OF STRUCTURE WILL BE CLASSIFI D AS INTERIOR ZONE. SEE "COMPONENT AND LADDING DESIGN PRESSURES," ON COVER SHEE . GABLE BRACING LOCATION. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO IPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARIN. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FAS N BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREAD D ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEA TO POST WITH (2) MSTA24. FASTEN POST TO FOOTING WITH AB 6. USE 10d NAILS IN ALL HOLES. 2x6 NO.2 SYP LEDGER O FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) /4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X WOOD SCREWS AT 16" O.C. OSEE SHEATHING NOTES FOR PORCH CEILING SHEATHI G D SPECIFICATIONS. 7/16" OSB. SEE TYPICAL WALL SECTrNS FOR FASTENING. TRUSS COMPRESSION WEB TO BE jRACED. SEE TRUSS ENGINEERING BY OTHERS FPR LATERAL BRACE LOCATIONS. 1x4 No.3 SYP X -BRACE APPLIED TO J,RONT FACE OF BRACED WEB, FASTENED TO EACH rEB WITH (2) 8D NAILS. 1x4 No.3 SYP LATERAL BRACE APPL D TO BACK FACE OF BRACED WEB WITH (2) 8d AILS.. SEE TRUSS ENGINEERING FOR LATERA 'BRACING LOCATIONS. IF LAPPING IS REQUIR , LAP AS SHOWN OVER (2) TRUSSES. •..•.—--- I --I LIY 1 V rVVR 1 MUOOCO. NrrLT BRACE AS CLOSE TO 450 AS POSSIBLE. _)PERMANEN�TT RUSS BRACING 3/4" = T -U" N w O > o w O w •— ❑ z z w m � .0 g Z 0 UO U) Lu .0°0 a 0 j cr 0) w 0 co w z V cli cc+i co � o N z le p� N F— UM W `- (9 CL M N ❑ U z > M F- W o i Z O U) N _ U w w w m m Q m 0 U o a. �. N z W °° J Z 0` WAY/VF O Q .59328 U) _- ..z cGo cli cc+i co � o N CLL le p� N 3 uj 0 a `- (9 CL aiID ❑ U Q p cGo cli cc+i co 4 av U) �a C 0 00 U LL LL f�6 � U c N m J cCC c'w n U m Q m 0 U o M > N _ U 0 w O N O1. U (� 7 0` WAY/VF .59328 _- ATE O � A 1 i F ryAu Sheik No. OF%ICE COPY I SZ.OZ AT ROO F AT FLOOR ROOF SHEATHING. SEE SHEATHING NOTES ON COVER PAGE. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. FASTEN 7/16" TALLWALL OSB W/ 8d @ 6" O.C. AT PANEL SIDES AND ON BOTTOM EDGE. FASTEN TO TOP PLATE WITH 8d NAILS AT 4" O.C. FASTEN IN FIELD AT 12" O.G. 2x SPF STUDS AT 16" O.C. SEE PLAN. 2X4 No.2 SYP BOTTOM PLATE FASTENED TO 2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT 12" O.C. FLOOR DECKING. SEE SHEATHING NOTES ON COVER PAGE. AT SPLICE, INSTALL (6) 8d NAILS INTO THE END OF THE FLOOR TRUSS, ABOVE AND BELOW THE SPLICE. FLOOR TRUSS SYSTEM BY OTHERS. 7/16" TENSION SPLICE PLATE. LEAVE 1/4" GAP AT TOP AND BOTTOM FOR SHRINKAGE. MATCH SHEATHING CONSTRUCTION, THICKNESS, AND STRONG AXIS ORIENTATION. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. FASTEN 7/16" TALLWALL OSB W/ 8d @ 6" O.C. AT PANEL SIDES AND ON BOTTOM EDGE. FASTEN TO TOP PLATE WITH 8d NAILS AT 4" O.C. FASTEN IN FIELD AT 12" O.C. 2x6 SPF STUDS AT 16" O.C. SEE PLAN. 2x6 PT NO.2 SYP BOTTOM PLATE. FASTEN TO FOOTING WITH 1/2"X6" ANCHOR BOLTS AT 32" O.C. AND AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. AT FOUNDATION 1 TYPICAL TWO-STORY SECTION 3/4" = 1'-0" SEE SHEATHING NOTES FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. SEE 2/S3.01 FOR WALL DETAILS. BOTTOM PLATE TO TRUSS WITH (2) SDS25312 AT EACH TRUSS INTERSECTION. TRUSS BY OTHERS. 5 TYPICAL WALL ON TRUSS 3/4 11-01, AT ROOF TRUSS TO 7OP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LiBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. FASTEN TOP AND BOTTOM OF STUDS TO TOP PLATE WITH SIMPSON SSP AT 32" O.C. 2x SPF STUDS AT 16" O.C. (2) 2X6 BLOCKING AT PANEL EDGES. 2x NO. 2 SYP PT BOTTOM PLATE. FASTEN TO BEAM/GIRDER BELOW WITH 16d NAILS AT 6" O.C. FLOOR TRUSSES BY OTHERS. SECOND FLOOR TO BEAM/FLOOR GIRDER: START SHEATHING AT BOTTOM OF BEAM AND LAP 24" ONTO STUD MINIMUM. 10d NAILS AT 6" O.C. IN ALL INTERSECTIONS. FLOOR GIRDER OR LVL BEAM. 2 WALL SECTION ON GIRDER 3 11 -off SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 6 TYPICAL HEADER DETAIL 3/4" = 1'-0" 10d NAILS AT 3" O.C. 10d NAILS AT 6" O.C. 10d NAILS AT 12" O.C. EDGE OF NORBORD. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. FASTEN NORBORD TO HEADER WITH 10d NAILS AT 4" O.C. ON BOTTOM OF HEADER. CRIPPLES TO HEADER WITH MSTA18 WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLE KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. AT FLOOR, INSTALL NORBORD 12" ABOVE AND BELOW TOP AND BOTTOM PLATES. BOTTOM PLATE TO TRUSS/GIRDER OR BEAM BELOW WITH SDS25312 AT 12" O.C. OR (2) SDS25312 AT EACH TRUSS INTERSECTION. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. (2) 2X4 NO.2 SYP TOP PLATE GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. FASTEN NORBORD TO HEADER WITH 10d NAILS AT 4" O.C. ON BOTTOM OF HEADER. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., STAGGERED. FASTEN 8d NAILS PER LEGEND. GARAGE SLRB,j LTT131 OR PA51 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. FINISH GRADE ' 111,III—IIi=lll,z,llli,iil!li1111_ ' 3 GARAGE OPENING DETAIL 3/4 11-01, 10d NAILS AT 3" O.C. 10d NAILS AT 6" O.C. i 777 —777 10d NAILS AT 12" O.C. 2x SPF STUDS AT 16" O.C. 2x No.2 SYP BOTTOM PLATE FASTENED TO 2x No.2 SYP BAND BOARD WITH 10d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24" O.C.. FASTEN EACH END WITH (3) 10d TOE -NAILS. FLOOR TRUSS SYSTEM BY OTHERS. SEE WALL SECTION 1/S3.01 FOR SHEATHING DETAILS. ,TRUSS BRACING AT WALL 3/4" = 1'-0" TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. PORCH BEAM. SEE PLAN. $ TRUSS TO BEAM 3/4 11-01, FLOOR 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. e:q:__�WALL BRACING DETAIL i EDGE OF NO. 2 SYP HE ER, TYP. SEE PLANS FOR SI E, PLIES, AND NUMBER OF K GS AND CRIPPLES. 1/2 ANCHOR B FASTEN NORB RD TO HEADER WITH 10d NAIL AT 4" O.C. ON BOTTOM OF H DER. 4 HEADER DETAIL 0 10d NAILS AT 3" O.C. 10d NAILS AT 6" 0. C. 10d NAILS AT 12" O.C. ___ ____ SW V FLOOR TRUSSES AT 24" O.0 TOP PLATE 2X BLOCKING T EDGE OF NORBORD. 7/16" OSB FAS NED TO FRAMING W/ 8d AS SHO IN THE TABLE BELOW HEADER KINGTUDS ARE ACCEPTABLE #S SHEAR WALL END STUDS INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, USE (4) STUDS. SEE TABLE BEJOW FOR SHEAR WALL HOLD DOWNS. 'w KING STUDS & RIPPLES: (6) 16d N 1/2 ANCHOR B BETWEEN AD CENT KING uj > �- W ch M LL Q m O STUDS AND C IPPLES. U BETWEEN SH R WALL ENDS. BOTTOM PLAT TO FOOTING w W z N °D WITH 1/2"X6" CHOR BOLTS AT EMBED 8" MINIMUM AND USE 3" Q 24" O.C. USE 3 SQ WASHER. SQUARE WAS AT FLOOR, IN 12" ABOVE AN ALL NORBORD BELOW TOP AND Z BOTTOM PLA S. \o Q BOTTOM PLA TO BAND WITH SCHEDULE ` z 10d NAILS AT " O.C. 4 HEADER DETAIL 0 10d NAILS AT 3" O.C. 10d NAILS AT 6" 0. C. 10d NAILS AT 12" O.C. ___ ____ SW V FLOOR TRUSSES AT 24" O.0 TOP PLATE 2X BLOCKING T EDGE OF NORBORD. 7/16" OSB FAS NED TO FRAMING W/ 8d AS SHO IN THE TABLE BELOW HEADER KINGTUDS ARE ACCEPTABLE #S SHEAR WALL END STUDS INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, USE (4) STUDS. SEE TABLE BEJOW FOR SHEAR WALL HOLD DOWNS. 1. 5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSB ON EXTERIOR WALLS IF S OWN ON THE FRAMING PLAN. r m Lo 'w rn z N 1/2 ANCHOR B LTS AT 24" O.C. W UN Z w w ry uj > �- W ch M LL Q m O >O aa))C7 > U BETWEEN SH R WALL ENDS. O w W z N °D Z O EMBED 8" MINIMUM AND USE 3" Q SQUARE WAS ERS. Z Q Q i SHEARWALL SCHEDULE z --------------- I SHEARWALL! EDGE SPACING 11 11 11 L: SHEARWALL ANCHOR SIZE AND NDEPTHED DESIGNATION; 8d NAILS i - ------�--- ANCHOR - - ----ccz w 0 SW HDU8-SDS2.5 7/8", 12" U SW2 2" O.C. HDU8-SDS2.5 7/8", 12" m 1. 5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSB ON EXTERIOR WALLS IF S OWN ON THE FRAMING PLAN. r m Lo 'w rn z N o N I.._. UM z O U W UN Z w w ry uj > �- W ch M LL Q m O >O aa))C7 > U U O w W z N °D Z O � Q ❑ Q Q z w L: ❑ 2 m EZ O U Z O wo o a_ o z z = Y O O U ❑ H W w ❑ J J Z rn rn rn 7 rn C6 Lo o N N M w 0 0 0 0 a o z O U) > o w Z N M of V rn z o N I.._. UM z O U W UN Z w w ry uj > �- W ch M LL Q m W >O aa))C7 U U U Q W z N °D Z p Q U) I W 0 V Z < t.L ti00 cli ID M Co ul N c uj aU m m c `oo O U'i u- CDa> U ca LoO N U N M (D J -a U c v) ns m m Q in 0° M ' j cq N N O O U V U � -3 rn ►► 11 ill/i �.� WAY/VF �4`;.� ` �c ••.• �, . Z; _ _ iw 'TATEU. AOR►'• ��mCA 2. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING LAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. Sheet o. 3. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABL FOR EDGE SPACING. a " 10 SHEAR WALL ASSEMBLY DETAIL 3/4 = 1'-0" l.CEI JUN 6 201;', S3xOl �?L4it�rt!� Cn!0�rt ,cart rn o N n -0C7 Y a,C7 O N mw >O aa))C7 > 0- a60 U Q U) I W 0 V Z < t.L ti00 cli ID M Co ul N c uj aU m m c `oo O U'i u- CDa> U ca LoO N U N M (D J -a U c v) ns m m Q in 0° M ' j cq N N O O U V U � -3 rn ►► 11 ill/i �.� WAY/VF �4`;.� ` �c ••.• �, . Z; _ _ iw 'TATEU. AOR►'• ��mCA 2. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING LAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. Sheet o. 3. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABL FOR EDGE SPACING. a " 10 SHEAR WALL ASSEMBLY DETAIL 3/4 = 1'-0" l.CEI JUN 6 201;', S3xOl �?L4it�rt!� Cn!0�rt ,cart GENERAL NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE TO THE MOST RECENT EDITION OF FLORIDA BUILDING CODES AND ALL OTHER APPLICABLE NATIONAL, S -FATE AND LOCAL CODES AND ORDINANCES. 2. VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO CONSTRUCTION. VERIFY LAYOUT WITH REFERENCE TO EXISTING CONDITIONS. ANY DISCREPANCIES SHALL BE COMMUNICATED IN WRITING TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS. 3. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL WORK IS IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CONSTRUCTION STANDARDS. 4. ALL DIMENSIONS ARE TO FACE OF DRYWALL OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED. 5. FLOOR PENETRATIONS TO BE WATERPROOFED. 6. ALL INTERIOR WALLS TO BE WOOD STUDS UNLESS OTHERWISE NOTED. 7. WHERE G.C. IS TO PROVIDE TYPE 'X' GYP. BD. FOR A RATED ASSEMBLY, THE TYPE'X' GYP. BD. IS REQUIRED TO GO BENEATH THE SHEATHING AND FINISHES 8. INTERIOR DOORS ARE TO BE 5" OFF PERPENDICULAR WALLS UNLESS OTHERWISE NOTED. 9. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL MANUFACTURED ARTICLES, MATERIAL AND EQUIPMENT ARE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ADJUSTED, OPERATED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS, UNLESS HEREIN SPECIFIED TO THE CONTRARY. BUILDER SHALL FOLLOW ALL INSTRUCTIONS TO SUSTAIN AND PRESERVE ALL EXPRESSED OR IMPLIED WARRANTIES AND GUARANTEES. 10. IT IS THE BUILDER'S RESPONSIBILITY TO CHECK ALL PLAN DIMENSIONS & DETAILS FOR OVERALL ACCURACY APPROPRIATE TO THE SITE & FINAL SELECTION OF MASONRY, FLOOR JOISTS, LUMBER, STRUCTURAL MEMBERS, VENEER, ROOFING, ETC. 11. SUBSTITUTES FOR SPECIFIC MATERIALS & MANUFACTURERS SHOWN ON THESE PLANS MAY BE OFFERED, BUT MUST BE APPROVED IN WRITING BY THE ARCHITECT AND OWNER PRIOR TO PROCURING OR INSTALLING. 12. RESPONSIBILITY OF THE GC INCLUDES, BUT IS NOT LIMITED TO, PROPER INSTALLATIONOF MATERIALS, NAILING, GLUING, CAULKING, INSULATING, FLASHING, ROOFING, WEATHERPROOFING & ANY OTHER SMALL ITEMS OR DETAILS NOT NECESSARILY INDICATED ON THE PLANS. 13. THESE PLANS ARE NOT INTENDED TO BE COMPLETE IN ALL DETAILS OF WEATHERPROOFING. USE OF A VARIETY OF DIFFERENT MATERIALS CAN CHANGE DETAILS. ADDITIONALLY, VARYING CODES & REGULATIONS, FOUNDATION REQUIREMENTS, ELECTRICAL AND MECHANICAL PLANS CAN CHANGE THESE DETAILS. 14. FURNITURE TO BE COORDINATED, INSTALLED AND SCHEDULED BY G.C. AND THE OWNER 15. ALL KITCHEN APPLIANCES INSTALLED TO BE COORDINATED AND SCHEDULED BY G.C. 16. G.C. TO SCHEDULE & COORDINATE THE INSTALLATION OF OWNER PROVIDED ITEMS, INCLUDING, BUT NOT LIMITED TO, FURNITURE& AUDIO/VIDEO SYSTEMS. C r T ------------------------------------------------------------------------------------------------------ ---� 1 , ol 12'-2" 8'-0" 19'-101,11 rn WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) 01 6'-4" 8'-8" 14'-0" 14'-6" 2'-10" 125 SQ. FT. 01 in Florida Building Code 6th Edition (2017) Building A/C AREA: 3'x3' W NDOW 3'x5' NDOW 3'x5' NDOW Florida Building Code 6th Edition (2017) Residential Ilk 1 0 A/C AREA/VOLUME- National Electric Code 2011 - NFPA 70-2011 FIRST FLOOR A/C: 13,390 CU. FT. Florida Building Code 6th Edition (2017) SECOND FLOOR A/C: 16,830 CU. FT. Energy Conservation --------------------------------------- ci ` " 2,�" 15'-6" TRAY CEILING 2'-0" ` o �r Florida Building Code 6th Edition (2017) Mechanical C?20 Florida Fire Prevention Code 6th Edition I � I 1 Op I— G I , J , X f MASTER Q BATH MASTER _ 9'-0" CEILING j CLOSET ; 1 C b 9'-0" CEILING 0 MASTER , BEDROOM Cf7 1 1 I I 9'-0" CEILING I I I 3'-6' -2 1'-2, 10' TRAY , CD Z ; % L--------_ - - - - - - - - - - -------------- id FREE STANDING _ i i L______�� y, 15'-6" o x TUB I N 10 1 2/8 WALL MOUNTED Xk_C, /� _ H.W.H. ^ ' T - /'V C �----------47L�t'---------7- LO � o 9'-TCEILING - UND Y O X w o � �is7 9'-0" CEILING I d > ' 9'd COl �- Z ING 2/6 o STAIR " % ! /6 %� ``, 2/6 t' OPEN TO BEL W Y cco ACCE >r USING BEDROOM2 MI 30 %N 9'-0" CEILING ' X \ " 13'-10" o Lp _ x W p ? N Z ch 2'-0" - / of r PROVIDE 36" H. HANDRAIL & GUARD RAIL o-, TO MEET FBC R 311 & 312 2/8 PROVIDE VERTICAL SPACING LESS THAN 4" 1 `, LINEN 3'-4" 2/8 12'-2" I 80 4'-11" BEDROOM4 9'-0" CEILING -------------- 1 1 CLOSET ; - M __ 9'-0" CEILING @ �� ; 2/6 `;, BEDROOM3 1 I , 9'-0" CEILING 2 3'x5' WINDOWS 1 OSET ceu+G 1 o L------ 10'-0" 10'-0" in 01 13'-7" 6'-5" - 4'-6" 0 r daamrs ---------------- S-0' 10'4" 5'-0" Le 20'-0" 20'-0" 40-0" SECOND FLOOR PLAN 17870 SF SCALE: 1/4" = 1'-0" 3 b ii WORK AREA - FIRST FLOOR: 2,130 SQ. FT. SECOND FLOOR: 1,870 SQ. FT. NEW TOTAL: 4,000 SQ. FT. BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH REAR PATIO/STORAGE: 158 SQ. FT. WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FRONT PORCH: GARAGE: 125 SQ. FT. Florida Building Code 6th Edition (2017) Building A/C AREA: 508 SQ. FT. 3,209 SQ. FT. Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing A/C AREA/VOLUME- National Electric Code 2011 - NFPA 70-2011 FIRST FLOOR A/C: 13,390 CU. FT. Florida Building Code 6th Edition (2017) SECOND FLOOR A/C: 16,830 CU. FT. Energy Conservation Florida Building Code 6th Edition (2017) Mechanical Florida Fire Prevention Code 6th Edition OCCUPANCY,CLASSIFICATION: RESIDENTIAL (R-3) 1 CONSTRUCTION TYPE: V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO C A2 FIRST FLOOR PLAN - 27130 SF A SCALE: 1/4" = 1'-0" A2 pArm-1191L UUNINIUI11 I Y DEVELOPMENT APPROVED ulianne N. verby, RA dtectural and Interior Design J *anne N. Overby, R.A. 2 52 Pullian Street J 'cksonville Beach, Florida 32250 91 4-704-8628 mail: jnoverby@att.net AR -0017060 • FL. ID -4621 U) w w z� M M N N M W Q ryO LL ri WU i CO W LO 00 � U z J F D TE ISSUED: F BRUARY 6, 2019 N TE: D()! NOT SCALE DRAWINGS. IF PRINTED ON 11 "X17" Mf -DIA, DRAWING SCALE IS HALF -SIZED. FLOOR PLANS PERMIT SET ROOF PLAN NOTES: 1. DO NOT SCALE DRAWINGS. 2. IF DIMENSIONS ARE IN QUESTION, THE ROOFER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION 3. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 4. SEE FLOOR PLAN FOR BUILDING DIMENSIONS. 5. ALL ROOFING AND ROOFING DETAILS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 6. ROOFING SUBCONTRACTOR SHALL HAVE APPROPRIATE LICENSE(S) AS REQUIRED IN JURISDICTION OF CONSTRUCTION. 7. NO WORK SHALL CONFLICT WITH THE MANUFACTURER'S GUARANTEE OR WARRANTY. 8. WRITTEN WARRANTY SHALL BE PROVIDED TO OWNER AND INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY GC. 9. PROVIDE FLASHING AS PER DETAILS OR AS PER SMACNA IF NO DETAILS ARE SHOWN WHERE ROOF PITCH CHANGES OR WHERE ROOFING INTERSECTS WITH VERTICAL SURFACES. 10. THE INSTALLATION SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL ROOFING WORK. 11. ALL EXHAUST FAN, VENT, FLUE & STACK OPENINGS ARE TO BE CUT & SEALED BY BUILDER. 12. ROOF VENT TERMINALS SHALL BE 12' AWAY FROM AND 2' ABOVE ANY AIR INTAKE, DOOR OR WINDOW, 18 AWAY FROM ANY VERTICAL WALL EXTENDiING ABOVE ROOF VENT, AND NOT BELOW ANY ROOF EAVE, OR AS REQUIRED BY LOCAL CODES. NOTE: THESE DETAILS USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ASPHALT SHINGLE 12 ROOF ON 15# ROOFING 6 FELT OVER 7/16" EXT. SHEATHING METAL DRIP OVER VINYL FASCIA OVER 2X6 SUB FASCIA OVERHANG NOTE: METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. 2X6 EXTERIOR WALLS --- W1 �- --W/�" OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS FLOOR SYSTEM SEE STRUCTURAL 2X6 EXTERIOR WALLS W1} OSB SHEATHING ZIP VWWPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANKSIDING OR BRICK VENEER PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOPEXACT LOCATION OF FINISH MATERIALS 2 SLOPE R-38 INSULATION 112" GYP. BOARD 3INSULATION BOTTOM PLATE PRE-ENGINEERED WOOD TRUSSES VAULTED CEILING R-13 INSULATION 1/2" GYP. BOARD 3INSULATION 2"x4"BOTTOM PLATE 0) 9 b y . 4" CONCRETE i+ SLAB SEE STRUCTURAL I�III III II OOTMONOING NOTE: HICCONC. I 11—I I I I A-1 � Ir SEE STRUCTURAL ALL STRUCTURAL SIZES TO BE VERIFIED WITH LI(;ENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. A WALL SECTION A3 SCALE: 1/2" = 1'-0" TYPICAL ATTIC VENTILATION CALCULATION: KIU(3E VEN i I U PROVIDE 18 S.I. PER L.F. SOFFIT VENT TO PROVIDE 9 S.I. PER L.F. HOUSE ='1,813 S.F. 1813 S. F. x: 144 = 261072 S.1./150 = 1741 S.I. REQUIRED SOFFIT VENT = 173.5 L.F. x 9 = 1561.5 S.I. PROVIDED OFF-RIDGIE VENT = 22 L.F. x 18 = 396 S.I. PROVIDED ROOF CONTRACTOR TO CONFIRM VENTILATION TO MEET FBC R 806. CONTRACTOR USE RIDGE VENTS OR OFF -RIDGE VENTS IN ORDER TO MEET THE VENTILATION EQUIREMENTS PER THIS CODE & CALCULATION. ROOF VENTS/PENETRATIONS: ALL RIDGE VENTS AND PENETRATIONS TO BE INSTALLED PER THE MANUFACTURER'S RECOMME=NDATIONS - APPLY ROOFNG CEMENT OR SELF ADHERING FLASHING OVER VENT FLANGE AT THE HEAD INSTALL SHINGLE OVER THE VENT FLANGE HEAD 00 Ln r\ COMMUNITY DEVELOPMENT APPROVED rB`� _STAIR DETAIL A3 SCALE:3/4" = 1'-0" DRIP EDGE ON ROOF DECK TOP OF UNDERLAYMENTz, O RAKE 2" MIN OVERLAP O SIDE 36" WIDE UNDERLAYMENT INSTALLED W/O WRINKLES. USE ONLY ENOUGH NAILS TO HOLD IN PLACE UNTIL COVERED BY SHINGLES. ti n NON -CORRODING METAL DRIP EDGE 4" MIN OVERLAP O END UNDERLAYMENT ON TOP OF DRIP EDGE O EAVES PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD NON -CORRODING METAL EIIVE DRIP 4� PLACE SHINGLES 3/8" OVER EAVE a RAKE EDGES O RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT z In WALL SHEATHING (7/18" OSB) VINYL LAP SIDING OVER TYVEK HOMEWRAP METAL FLASHING NAILED TO ROOF DECK CAP SHINGLE INSTALLED NOT W/ ROOF CEMENT. DO NAIL SHINGLES A UNDERLAYMENT DETAILQ72 FIRST COURS�ED ETAIL WALL FLASHING DETAIL 1 2= 1 -0 �>s tlfEJlTfR t1fGPE= 1 -0 E 3= 1 —0 PLACE SHINGLES 3/8" OVER EAVE R RAKE EDGES O RAKES. CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4' WIDTH OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING METAL EAVE DRIP TRIM 8"-T FROM EHD OF TRIM TABS FROM IST SHINGLE STARTER COURSE SHINGLES 11 1/2' to 12 1/Y 1 11 1/2" to 12 1/2" 1" 1/2" 1•toOf In Immm MINI ImmmmO \ c, • • • • + _ n n SHINGLES 24" WIDE METAL VALLEY FLASHING INSTALLED PER MANUFACTURER'S RECDMMENATIONS B START�RS�TR�PDET�All. STARTER STRIP DETAIL VALLEY DETAIL 1 2- 1 (D172 1 -0 (: F 1= 1 -0 CO r ROOF PLAN SCALE: 3/16" = 1'-0" oianne N.Y� l erb RRAArcctural and Interior Design Julia ne N. Overby, R.A. 2452 ulhan Street Jack nville Beach, Florida 32250 904- 04-8628 Em jnoverby@att.net FL. R-0017060 • FL. ID -4621 w U Z W D CM M N N M W< 0 O J L yT WU U) W Lid m � _U z J Q DATE'ISSUED: FEBR ARY 6, 2019 NOT DO N T SCALE DRAWINGS. IF PR TED ON 11"X17" MEDT , DRAWING SCALE IS HA F -SIZED. ROOF PLA N AND DETAILS A3 ERMIT SET WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F13C-R-103.8) WEATHER RESITIVE BARRIER (WRE) APPLIED PRIOR TO THE WINDOW INSTALLATION. /� FLASHING APPLIED �I� THE FACE OF G THE MOUNTINFLANGE. A-1 STEPS SECTION A (DIN WATER SFEDDMG FASHION, STARTING AT THE. BASE OF THROWN WINDOW JAMB THE WALL 4 WORDING TOUTARM THE TOP, INSTALL THE UAS TO THE FACE OF THE SHEATHING. Q SEALANT BEAD V V © APPLY SILL FLASHING (4.* -9 t'EHMD MOUNTING FLANGE. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO HEAD 4 BOTH. JAMBS. APPLY A SEAL THE WINDOW FRAME TO OPENING. DISCONTINUOUS BEAD TO APPLY A W NOM. DIA TO THE BACKSIDE 4 BOTTOM RANGE LEAVING (INTERIOR) OF THE WINDOW FLANGE, M LINE (2) 2" GAPS. WITH ANY PRE-F184CHED HOLES OR SLOTS. ® SET uNNDM USING PAN HEAD SCREWS TO FACILITATE FLASHING INSPECTION. APPLY JAMB FLASHMG ® JAMS FLASHING SEALANT BEAD BETWEEN ® APPLY CONI. SEAL TO THE MOMTING RIT FLANGES AT FLASHING AND MOIING RANGE. ® APPLY BEAD OF SEALANT THE TOP (HEAD) AND SIDES (JAMBS) OF WHX U. AT HEAD EMBED JAMB FLASHING INTO SEALANT AND FASTEN M PLACE. (FLASW9,IG GOES OVER SEALANT). ® APPLY HEAD BASHING .r REMOVE PREVIOUSLY APPLIED / TAPE, ALLOWING TO LAY FLAT OVER HEAD FLASHING. IPL APPLY TEUI SHEA74MG TAPE DOI ESR AL cur SEE SECURE WRB / AT HEAD FLASHING AT HEAD EMENDS V BEYOND JAMB FLASHING. OHEAD FLASHING SEALANT \ / /./ I EMBED BOTTOM OF THE HEAD FLASHMG AGAINST THE FREVId19LY / \ APPLIED SEALANT (FLASHING GOES OVER SEALANT). EMEND HEAD FLASHING BEYOND EACH JAMB FLASHItY.s FASTEN M PLACE. r / x A • z ®JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING.. TUCK TOP OF JAMB FLASHING UNDER THE FLM I OF M; B AT THE HEAD. SEE DIAGRAM. (� I' \ SEALANT \ I � \ I i SILL FLASHING . SHIM AND ADJUST WINDOW TO ACHIEVE SfiIAR:, PLIN•115, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN uANDOUIO PER WINDOW MANUFACTURER SPECIFICATIONS. �I I WEATHER RESISTANT s BARRfER -NRB l 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 WfeFft AND CENTER WSURFACE ABOVE, TO THEN EXTERIOR UM INTERIOR VIEW / TOP LEFT CORNER OF WINDOW NOTES: 1. fleshing to be faidble self-adhesive type (min. 4' wide) all part flashing 2. cover all to at hast depth of window, plus 2' onto face of wrt sloped surface 3. the pan shall direct water to the wdedor over sill flashing —sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps see n°ft2 N SILL PAN FLASHING weather resistive bares NTS (optional) wail sheathing — Prepared by 50AF First Coast Chapter 9-1-1-2013 T I' FLASWM � I lei AF i i On #LAP on How A # r Ar A" liummm To now "m 0i�Vic ' now nagw #A AmmAw, _ "400 KA& AM 0*0111111 DAN" R 1P If Wa, Im T1 A" R-A04M IIIAME NOLLW,Smomw -1 PLAT Il ITN .A J -PE L . NOTE: THESE DETAILS USED FOR DOORS & WINDOW. ALL FLASHING TO MEET FBC R903.2.1, R905.2.8. & R703.8 AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ASPHALT SHINGLE 12 ROOF ON 15# ROOFING 6 FELT OVER 7/16" EXT. SHEATHING METAL DRIP OVER VINYL FASCIA OVER 2X6 SUB FASCIA OVERHANG NOTE: METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. 2X6 EXTERIOR WALLS --- W1 �- --W/�" OSB SHEATHING ZIP WRAPPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANK SIDING PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOR EXACT LOCATION OF FINISH MATERIALS FLOOR SYSTEM SEE STRUCTURAL 2X6 EXTERIOR WALLS W1} OSB SHEATHING ZIP VWWPED IN WATERPROOFING MEMBRANE INSTALL HARDIPLANKSIDING OR BRICK VENEER PER MANUFACTURER'S RECOMMENDATIONS SEE ELEVATIONS FOPEXACT LOCATION OF FINISH MATERIALS 2 SLOPE R-38 INSULATION 112" GYP. BOARD 3INSULATION BOTTOM PLATE PRE-ENGINEERED WOOD TRUSSES VAULTED CEILING R-13 INSULATION 1/2" GYP. BOARD 3INSULATION 2"x4"BOTTOM PLATE 0) 9 b y . 4" CONCRETE i+ SLAB SEE STRUCTURAL I�III III II OOTMONOING NOTE: HICCONC. I 11—I I I I A-1 � Ir SEE STRUCTURAL ALL STRUCTURAL SIZES TO BE VERIFIED WITH LI(;ENSED STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. A WALL SECTION A3 SCALE: 1/2" = 1'-0" TYPICAL ATTIC VENTILATION CALCULATION: KIU(3E VEN i I U PROVIDE 18 S.I. PER L.F. SOFFIT VENT TO PROVIDE 9 S.I. PER L.F. HOUSE ='1,813 S.F. 1813 S. F. x: 144 = 261072 S.1./150 = 1741 S.I. REQUIRED SOFFIT VENT = 173.5 L.F. x 9 = 1561.5 S.I. PROVIDED OFF-RIDGIE VENT = 22 L.F. x 18 = 396 S.I. PROVIDED ROOF CONTRACTOR TO CONFIRM VENTILATION TO MEET FBC R 806. CONTRACTOR USE RIDGE VENTS OR OFF -RIDGE VENTS IN ORDER TO MEET THE VENTILATION EQUIREMENTS PER THIS CODE & CALCULATION. ROOF VENTS/PENETRATIONS: ALL RIDGE VENTS AND PENETRATIONS TO BE INSTALLED PER THE MANUFACTURER'S RECOMME=NDATIONS - APPLY ROOFNG CEMENT OR SELF ADHERING FLASHING OVER VENT FLANGE AT THE HEAD INSTALL SHINGLE OVER THE VENT FLANGE HEAD 00 Ln r\ COMMUNITY DEVELOPMENT APPROVED rB`� _STAIR DETAIL A3 SCALE:3/4" = 1'-0" DRIP EDGE ON ROOF DECK TOP OF UNDERLAYMENTz, O RAKE 2" MIN OVERLAP O SIDE 36" WIDE UNDERLAYMENT INSTALLED W/O WRINKLES. USE ONLY ENOUGH NAILS TO HOLD IN PLACE UNTIL COVERED BY SHINGLES. ti n NON -CORRODING METAL DRIP EDGE 4" MIN OVERLAP O END UNDERLAYMENT ON TOP OF DRIP EDGE O EAVES PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD NON -CORRODING METAL EIIVE DRIP 4� PLACE SHINGLES 3/8" OVER EAVE a RAKE EDGES O RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT z In WALL SHEATHING (7/18" OSB) VINYL LAP SIDING OVER TYVEK HOMEWRAP METAL FLASHING NAILED TO ROOF DECK CAP SHINGLE INSTALLED NOT W/ ROOF CEMENT. DO NAIL SHINGLES A UNDERLAYMENT DETAILQ72 FIRST COURS�ED ETAIL WALL FLASHING DETAIL 1 2= 1 -0 �>s tlfEJlTfR t1fGPE= 1 -0 E 3= 1 —0 PLACE SHINGLES 3/8" OVER EAVE R RAKE EDGES O RAKES. CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4' WIDTH OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING METAL EAVE DRIP TRIM 8"-T FROM EHD OF TRIM TABS FROM IST SHINGLE STARTER COURSE SHINGLES 11 1/2' to 12 1/Y 1 11 1/2" to 12 1/2" 1" 1/2" 1•toOf In Immm MINI ImmmmO \ c, • • • • + _ n n SHINGLES 24" WIDE METAL VALLEY FLASHING INSTALLED PER MANUFACTURER'S RECDMMENATIONS B START�RS�TR�PDET�All. STARTER STRIP DETAIL VALLEY DETAIL 1 2- 1 (D172 1 -0 (: F 1= 1 -0 CO r ROOF PLAN SCALE: 3/16" = 1'-0" oianne N.Y� l erb RRAArcctural and Interior Design Julia ne N. Overby, R.A. 2452 ulhan Street Jack nville Beach, Florida 32250 904- 04-8628 Em jnoverby@att.net FL. R-0017060 • FL. ID -4621 w U Z W D CM M N N M W< 0 O J L yT WU U) W Lid m � _U z J Q DATE'ISSUED: FEBR ARY 6, 2019 NOT DO N T SCALE DRAWINGS. IF PR TED ON 11"X17" MEDT , DRAWING SCALE IS HA F -SIZED. ROOF PLA N AND DETAILS A3 ERMIT SET ELECTRICAL LAYOUT PLAN NOTES: 1. VERIFY ALL EXISTING CONDITIONS. 2. COORDINATE LIGHT FIXTURE LOCATIONS CONTRACTOR ANY DISCREPANCIES SHALL BE COMMUNICATED TO THE ARCHITECT BEFORE CONSTRUCTION PROCEEDS FOR COORDINATION. 3. LIGHT FIXTURES SHALL BE LOCATED AS CLOSELY AS POSSIBLE TO LOCATIONS SHOWN ON THIS PLAN. 4. FIXTURES SHALL ALIGN WITH OR CENTER ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENTS. 5. COORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLS SO THAT THEY ALIGN WITH OR ARE SYMMETRICAL WITH EACH OTHER WHERE THERE MAY BE CONFLICTS. 6. GRILLS & REGISTERS SHALL BE BLOCKED AS REQUIRED SO THAT THEY CAN ALIGN WITH LIGHT FIXTURES. 7. LIGHT FIXTURE & SWITCH LOCATIONS SHALL BE REVIEWED & APPROVED BY OWNER OR DESIGNER BEFORE INSTALLATION OF SHEET ROCK OR OTHER WALL & CEILING FINISHES. 8. SWITCHES SHALL BE LOCATED ADJACENT TO, BUT NOT INTERSECTING DOOR CASING OR TRIM. 9. GROUPED SWITCHES SHALL BE GANGED TIGHT TOGETHER & SHALL BE COVERED WITH A SINGLE PLATE DESIGNED FOR THAT PURPOSE. 10. SWITCHES SHALL TYPICALLY BE MOUNTED 48" A.F.F. TO CENTER OF THE SWITCH. 11. SUPPORT ALL FIXTURES FROM STRUCTURE OF BUILDING. REFER TO STRUCTURAL SHEETS FOR SPECIFIC DETAILS AS REQUIRED FOR SPE=CIALTY FIXTURES 12. VERIFY DEVICE & PLATE COLORS WITH OWNER OR DESIGNER. 13. VERIFY LIGHTING TYPE & SWITCHING. 14. FLUORESCENT LAMPS SHALL BE "WARM WHITE DELUXE" UNLESS OTHERWISE NOTED OR SPECIFIED ON THE SCHEDULE. 15. ALL LIGHT BULBS SHALL BE COMPACT FLUORESCENT OR LED BULBS UNLESS OTHERWISE NOTED. 16. COORDINATE THERMOSTAT AND DOORBELL LOCATIONS WITH OWNER. ELECTRICAL LEGEND e N. Overby, R.A. CABLE ian Street DUPLEX OUTLET viUe Beach, Florida 32250 220 OUTLET GFI GFIRECEPTACLE (b wp I EXTERIOR/GFI RECEPTACLE -0017060 • FL. ID -4621 SWITCH 3 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDEDETECTOR CH COUNTERTOP HEIGHT NOTES: I. TELEPHONE OUTLETS TO BE'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. ------------------------------------------------------------------------------------------ --------------- SECOND FLOOR ELECTRICAL LAYOUT PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR ELECTRICAL LAYOUT PLAN J(:ALL: 1/4" = V-0" Jul 0Y� nne N. O rb RA Archit ctural and Interior Design Julian e N. Overby, R.A. 2452 ian Street Jackso viUe Beach, Florida 32250 904-7 -8628 Email: )*noverby@att.net FL. A -0017060 • FL. ID -4621 M M N W M U ZwQ o woo DLJU) ryLLJ of z U)w m NU Uj 00 z Q J f -- Q DATE I SUED: FEBR RY 6, 2019 NOTE: DO NO SCALE DRAWINGS. IF PRI TED ON 11"X17" MEDIA DRAWING SCALE IS HAL SIZED. E[LAYOUT ECTRICAL PLANS PERMIT SET O J O J N M N 0, 130.00' _ — O OZ THE EAST 15.00 FEET OF LOT 44 a 00 CL Ld �a 54.87' (FIELD) FOUND AMAGNAIL & — , ®® DISK, LB3672 — 1.0' wA�L ,5 r 75.00' 0 75.04' (FIELD) o y�� X �O O �I QWpl o UNNUMBERED STRIP FOUND REBAR, L SET BENCHMARK: MAC 4AIL & DISK IN OAK N.A•V.D. 1988 LB3672) EIEVA-noN = 1090 . 2 � U \Lo o o Z Om w T� o � wry c� V) L+J U ::) =�= U W W jE wwW� W F- z W rn X rr r, 06 Z L L) W Q V) O O 14.4 N W 0 75.00' to6wz3 Y loO OU wl 1 OQ_j O J ~ m n ._g �~ OLd LO 155-00 W wU00 Q U W0 Q Wp =Q= OJ ~F -~co �] �w L> OD I F— wJW Q0 LL. 0 LL- n LL_ 7 (n Q OfLLJ O Z O 1-0XI) Lo 0 0 J •- --5r- w rr Q(nzJ�O :D Qz� Ow Lel w W WWU Lu Lu=�=Q 1- F- F- O (n m O o LL n Ow. U� � o w LL- JO 4-0 't O F- > r y-) f OOW m I .I U �w V) 7.1x. r O J O J N M N 0, 130.00' _ — O OZ THE EAST 15.00 FEET OF LOT 44 a 00 CL Ld �a 54.87' (FIELD) FOUND AMAGNAIL & — , ®® DISK, LB3672 — 1.0' wA�L ,5 r 75.00' 0 75.04' (FIELD) o y�� X �O O �I QWpl o UNNUMBERED STRIP FOUND REBAR, L SET BENCHMARK: MAC 4AIL & DISK IN OAK N.A•V.D. 1988 LB3672) EIEVA-noN = 1090 . O ^ 0 0 0 cdco x m X DRIVE x PUBLIC RIGHT OF WAY (PAVED) 60 0 \Lo o o LL- owL�oJw O T� o a c� a� 50• 3 18.7' W W jE wwW� rn X REAR PATIO 7 r, 06 LL- < uJ 10.0' 14.4 N _ _ - 75.00' to6wz3 z ._g �~ 155-00 W ,� ® >-30 W o - ocoxz N G O �] �w W J�F-Q 7 (n e9 ® li 2 O C) F -WI -ZZ e J 'R ]7 1 N V 8 r- LA I=- ifS 6,<L) Lu Lu=�=Q 1- l(i O o O �ei O � o rQ t� 't �3g � a� c0 n_ r y-) f I Xo � 7.1x. r E 10.0, N FRONT PORCH 21-V 5.0' 75.00' Lu "-' - e UNNUMBERED STRIP 06 N 55.00 oa `mac' ni a� o Ya'N - 75.08 _ —��� - N d •26' FOUND PIPE, N, —i_ 2; fO n r x X -- m N '' V a ®5 EXISTING :t n CONCRETE co 0 Z a g" 88 55. 54.98 (FIELD) 0 o O ^ 0 0 0 cdco x m X DRIVE x PUBLIC RIGHT OF WAY (PAVED) 60 NO 1-- W W w W of O Xn O O Q w Q H O J W W ww U_ W W of IX Q Q 00 Xn Xn r� ,, • L 3 .- r J >i�> W Q �_- aZ N Q, _OW J Z_ W }L`°-Jw Ow 0 O 2 Z(1cr- L U Q Q 0-0 aF5va): �w0wV) O 0 Of Rr < d Z O z Y awao< to w Xr z FW-F-Zzzm O z r cV +7 eY to LOLL- 0 F - LL w Z w M W H U J f3f J O CD W� 0 U C) V) ~ Z O w Q �0- [n � O F- (n X Z W W O 00> IV 000 LLJ LL - 0 LL- J = L U�00 Yf Z=OVO rW LL - W <0-F-- �ZwO O � � Of W FW - D -J N � Z > Z O 0 > O W m - 0 ofF- } L,JUQO F- 0 r7 w� � 4 W 004 O OJz 0_ QLLJQPC) W of W W Q � F=,Qz� 0 6 z CL _z 0- Fn CD '® z N ® d Ad ® z WIx O 3:: jr 30 Z Q =, a o a. wtr � G2 O oa QIr O w -J_ <aa Q Z O Q N J a W En z Q 0 �Xwno O � w H > �Q� O Z in -J0 0 >uj En oZ O LSI U Z F- J O d00 L 04 R Q 00 < U o Q F- ® 0 Q w OO M O O If) qp— 0 N II T� o c� NO 1-- W W w W of O Xn O O Q w Q H O J W W ww U_ W W of IX Q Q 00 Xn Xn r� ,, • L 3 .- r J >i�> W Q �_- aZ N Q, _OW J Z_ W }L`°-Jw Ow 0 O 2 Z(1cr- L U Q Q 0-0 aF5va): �w0wV) O 0 Of Rr < d Z O z Y awao< to w Xr z FW-F-Zzzm O z r cV +7 eY to LOLL- 0 F - LL w Z w M W H U J f3f J O CD W� 0 U C) V) ~ Z O w Q �0- [n � O F- (n X Z W W O 00> IV 000 LLJ LL - 0 LL- J = L U�00 Yf Z=OVO rW LL - W <0-F-- �ZwO O � � Of W FW - D -J N � Z > Z O 0 > O W m - 0 ofF- } L,JUQO F- 0 r7 w� � 4 W 004 O OJz 0_ QLLJQPC) W of W W Q � F=,Qz� 0 6 z CL _z 0- Fn CD '® z N ® d Ad ® z WIx O 3:: jr 30 Z Q =, a o a. wtr � G2 O oa QIr O w -J_ <aa Q Z O Q N J a W En z Q 0 �Xwno O � w H > �Q� O Z in -J0 0 >uj En oZ O LSI U Z F- J O d00 L 04 R Q 00 < U o Q F- ® 0 Q w OO M O O If) qp— REVISED 01 2 � = LL: Qw 0 LL) r tr � � a (n = U U 0 W ~ Z LJ M LL- � J ®Z�Q L- OQ N < (J-) w d JED Ld oWo Z LL- O >0Q -I -I�m<� Z LL: LL Z I I? � �QwO O coV! U wow O _ �� 2Q= O -i H m Q 0 OF- I..- LLJ _Z wJw J� LL- LL -a0 3rLL- O�O O W OZ co �m� 00 OF LOT 44 -�I\ WIr F -Z)- ao '2'^ VJ QZa 0W 37' (FIELD ) W 0 W W ca a ° UJ LLJ Q ~~0 Qm 55.00 LLJO W 75.00' U W h 'to 00 Z J r O 75.0:4' (FIELD) l ' , CQ O r o I- _ d O6� m �w N 01 V6 3 O 1' 55.00' Z IO O tr � � a .L1 0 F- J O WN N J d JED IS 8� o S V L W o Z � I z 130.00-__---_ 3V� V6 3 O 1' 55.00' Z tr � � a .L1 0 F- J O WN N J d JED IS 8� o S �3 Z � J - / — z 130.00-__---_ 3V� J _ �� 3 0 A z o W a oa V6 3 O 1' 55.00' Z tr � � a N 0 Jao LCL) Q'�oo J b WN N d JED IS 8� o S �3 om 11; � J - / — z 130.00-__---_ WsfWLCLj J _ �� 3 0 E EAST 15.00 FEET THE o W a oa 0 o z OF LOT 44 Ln o a 37' (FIELD ) a-" ca a ° ys�- 00 . 55.00 o 75.00' 1 r'% N h 'to 00 r ?� W 75.0:4' (FIELD) l ' , FRONT PORCH r 21.2' ` \ I ui 5.0' REAR PA'n0 m Go UD vi O 'fes � o a Ix o V� r < z o Qo aI� :� L N CI Vl m �M 55.0D �D) 98' n 55.00' Z a o 0 Jao LCL) Q'�oo J M WN N d JED Sl �3 C 6 Z � �^ WsfWLCLj rn CL z _ �� 1�. 0 1� o - - 0 7.5.00' z Ln ZUWJ Ln � t\ 3 ca a ° ys�- 00 . a o 1 r'% N 0 7.1' 11.T ?� W FRONT PORCH r 21.2' d 5.4 m Go UD vi O 'fes � o a Ix o V� r < z o Qo aI� :� L N CI Vl m �M 55.0D �D) 98' n Y z �- RY pR�VE 60 " LIRRIGHT OF WAY jpAV ) 60 PUB O N II O N N M 5 Jao LCL) Q'�oo �I M rn N a I JED Sl O OW0C W o�= C 6 Z � �^ WsfWLCLj rn CL z _ �� W W} -�' Q - - -_--- 7.5.00' z Ln ZUWJ g laJ t\ 3 ca a ° ys�- o 1 r'% N O� ?� W C9 d �Z O W ¢ U tn�t�i to i0 La U-1 F 2 a N :3 U [�w c / Q Y 3J = 3 C l� M N V N N 75.00- 0 5 - Z 0 -� xZ N U 00 ►� UNNUMBERED STRIP 75.08_ - - o �o _ OF CONCRETE —_ CLRB 000> O 0 N 0 -1 0 ,o �m o - EDGE LL - a a Y z �- RY pR�VE 60 " LIRRIGHT OF WAY jpAV ) 60 PUB O N II O N N M M rn �I JED O C 6 Z � �I rn CL z _ �� W m Q 2 0 Vj z ca a ° a C9 d � 00 (J U)M N :3 U [�w c / Q 3J � I g l� o U` V 0 5 Z 0 xZ N U = o LL, 0� J a- 0 > 000> O 0 N 0 -1 0 (y� LL - V_ rn Q 0 W W = G: � 00 LL -O W UF -00 F w �°' Q� Z QM00 O a W w a_ LL - N U��L` Q O dW da W_ J QJOOF-- cc o �� tnz Z =ZED as p LLJ <(r iron oQwo >- LA ZW Lv ��0w Qaa �4 -�W =NWZQ zoa Na�r O W Q D Nao W cn p U 0 O= m W to Q co zWQLNcn as } WUQO Z) Ln 0a (n O �� oz�� 0 N�af Fad' } I rn QaOz LJaoQ W �Q(WjN �QN m O cV -iz CL O3�M Q Q ciiNwamz O�?LLI ZZm = aNz? >0L' OWU U = 0 Z.=cVM4LA 1-...QZ� Z�- L) a r F- N C', ` Z 130.00' z _ — _m _j—— J z .E o Z 2 \z oo 'jF 54.87' (FIELD) a ola- z �j 55.00' -- a:CO - WOOD LANDSCAPE nMBER OO o JK 0 A q0 ��� 0 o M 5 n 0 O � �L 5.0' REAR PA•110 Qa 0 3 z s c UNNUMBERED STRIP 55.00' Z 2 � U) I= -Ow w 21.2' 5.0' Lim it to to Ocr Ld =U U N ``I~Zw Q g o Lij OzwQ w Q(% UQ j Li C5 0 r CONCREI O LJ �Z0 w0 C� DLA- OQ� -ice m a S ui-0 Z 0w0 �D wQw O '' ^^ VJ , U 2Q= OJ mQ rr^^ V j w O w Q Z _ —� �0 a.0 OLLJ �W O Z(n O LnmLo o0 2 ��� wOf �� 00 g W Qzcr 0w W O W W N W w C> J _ �v ~~V) Q=) cQ G ~ wa. Lli W ~ rnallo X LLJ J Z O J �pQ O I- > OMS m X V) 0 Li F- N C', ` Z 130.00' z _ — _m _j—— J z .E o Z 2 \z oo 'jF 54.87' (FIELD) a ola- z �j 55.00' -- a:CO - WOOD LANDSCAPE nMBER OO o JK 0 A q0 ��� 0 o M 5 n 0 O � �L 5.0' REAR PA•110 Qa 0 3 z s c UNNUMBERED STRIP 55.00' Z U w O m NJ Q o -o o z o THE EAST 15.00 FEET OF LOT 44 1 a •- o a 75.00' o to Y 75.04' (FIELD) n Lli U) � ;r FRONT PORCH r 21.2' 5.0' �JEd to to W N 5500 g o Lij N (/) j O CL r CONCREI O �m O Lu a DLA- a U w O m NJ Q o -o o z o THE EAST 15.00 FEET OF LOT 44 1 a •- o a 75.00' o to Y 75.04' (FIELD) n n n.o' ,,.r 0 7.1 N U) � ;r FRONT PORCH r 21.2' 5.0' �JEd to to N N 5500 N O O N QW-rI-W O N r CONCREI W �m O Lu a DLA- Co S ui-0 Z TWO W ata Lai ItWWJ LL- — — ' 'Z Wi CD A m _----- — n 7,.00' t�w?3 LL 00 g W 0 Z - N _ �v N O -jaO=Z Q rnallo � W Ui —j J I O� ►z-� �-zZ 0 Lu N 00LLJ O L n n.o' ,,.r 0 7.1 N U) � ;r FRONT PORCH r 21.2' 5.0' �JEd to to N N 5500 N O — s 'mss �I NNZ 0: � 0.z r CONCREI A� 55.05' 54.98' (FIELD) yWI I --(o--5 �.nOz La 8 (3) FZ- O M ¢ a ul 2q z _ N Uj Ct 3 `p M N 1 N 0 3 a 75.00 UNNUMBERED STRIP 75-08' E 0 CURB n n ED o a Y sd 2-M SHERRY DRIVE 60' PUBLIC RIGHT OF WAY (PAVED) 0 N II J a O U N O �F 4 vv Ul : U) 4 N N M to to Gn Jm N O O 0Lri Z �I NNZ 0: � 0.z T 2 � W �m Q DLA- Co S ui-0 Z ata CD A m _} c� Z • U 00 0 N 4 vv Ul : U) a Ga Z. cr. o° O Z O 0, O' oma. >- DLA- S W CD 0 N _ X Z Q U J w< 00> 0 N 00LLJ O L a -i LL- 0 U vi w=Ir w�00 F m < 0011 -1 U N Ja }/F WO w UOZ=O nU�w Q W J�N~¢O OOp �vo c=i� a? O Zzw� <w N �pQ(NZ O Q�mU w J �W� r JL'i J OLLj �wa5W w SLI =0IjZQ < w Zw0_ woo= N > 3 p0a0 OQ FAi-r2 cfl (na�L)0 0 wm:� L`'(wnz _ _ af � a yam = 0 U) V) ~ Q � � ►- w o: U (n O �t O O-J<�Q F- �UQ(� OQO cr r CD Qa�oQ ~QZ N O-jZ �Q� m } m p cV V) -mumu 0 Qw�M OZ <Frw G Y 0i V) crW o�?Zzm LZI 3: = < 0wv 2 0 W Z�cVM4rA Z:D I-�..QZ� ZJ U C � U Z e¢ �Ow � W W Ld m Oof of NwU O U W I=- ZLd W W O W �wQ w N Qw O� — �— w� o (D C'7 E �t Y O O pU wI OQ_j U THE EAST 15.00 FEET J m Q F -D c3 0W Ow Op Zo LLJ U wow 0U OF LOT 44 a oa �1 ~I~ m> U a w -w Qp D- LL -W O Ld O U O _ O ® W V) Lr) mLn pp ^^� wlr i.._ (nZ� �O QZ� Ow Www w� S W W U O H I- O W m N F --LL- a w _ O ED w OCL UL5� W LLLi J O �O< In `S6Q O O LL1 m r 0 JOU p X U) LL - J Q W � W 2'i` X W � J \ O e¢ o z W W a �a c c W W O et 91 J UNNUMBERED STRIP W a O oU � � O Z M :J 1.- H W W W W W b\ W W W N 130.00' — �— � W THE EAST 15.00 FEET to j W Q F -D c3 LL I\ W �Q Q OF LOT 44 a oa p Q o <1ww 54.87' (FIELD)— FOUND MAGNAIL & U a - D- f j�®00 DISK, LB3672 � -- 75,00' 1WALL cr Q r (DFIELD) S 75.04' ( O v N O O w - OJ OCL g `S6Q EL r 0 W LL - J Q I o tr)ow I- o 0 Qw �1-O LL- W0Jw I EL \❑ a 5.0' 3 � W � 18.7' n W`}WW>" m X REAR PATIO cbk � W�� pp - 4 10.0° 14.4' N — — _ - - tr- Z N 75.00' z 2 9 - 55.00' Z z _ IZZ I �„ ,� >-�own '�N W p ® w --goozz Lci 1- Q I �Q cn LLJ�9 �• F-LL�ZZ w�} z � ^/.q' OW�QQQU fn 1=- W (O 7 U) Q o L� _ Q s- 0 1- Lo o OCL "'��pp O lJ `o I c6 a w X m 0 7.1X. 11.6' .- 10.0' ~ N FRONT PORCH 21.2' 5.0' - 75.00' g _ N W Nim — — v, < — UMOI)MBERED STRIP C06 N,- — 55.00 a � at � cv— Yap IRON 75.08' �- — o t N0 N * °2 FOUND PIPE, NO CAP -� `O m x m J \W a y ' ®� EXISTING CONCRETE o0 o z a FOUND 5/8 ROAR, L85488 w o 54.98 ® (FIELD) `` , o DISK N co SET BENCHMARK: MAAIL & OAK. 1988 �— °D N (Lg3672.) 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Q U) 0 Q N J Q F V Ir QW O 0M cc W O O 1.- H W W W W W b\ W W W N LWi Q Q � W d0' w Q F -D c3 LL I\ W �Q Q M w p Q o <1ww r U a Ln D- QW LL � O cr Q Z W _ U S O � J zf- w - OJ m� g cr) �.• Cc o D~ i 00- an �.. az tY a O UY V ¢z _jQw0 W BZW }L-0_JW ZO W O Z Zaof b -F:9 Q Q 0-0 a U) U) ul OWow 0o�Q aQozY Q a D Q � 0_ J U)O �_ U) W w m U Z Ld ? Z Z m O z C-4 6 4ui LOLl- 0 F-- w Z w m w � U J J O CD w� U U) ~ <Z O nw N O O X a p Q W LLJ -i Z 0- O oO> IV o -i p -i LL - 0 w= W O p LL U 'q- - Z =0O UO Ul U�0 LL JJ0(V� W OZ Z W O W z�m0 W Lj .WpZ> Z O dD OLLJm<p V) ZWO W <I- LL- pU<tn w �<o Q W N O OJZ W Q h7 d Ld LLJ F=-< QZ� O O Z z N Ww _z M z N ® d O s WIX 5z IX D In �U V) Z J w Q CL 0 L o� QOf W On �aa Q 0 O Q V) J <0 WW Z _U)Z I- 0 Of O Q } H X W Qir Z) p Z En Zio0 >0(A O Z 0 W U V cMM Z i N Q 00 Li. Q U) 0 Q N J Q F V Ir QW O 0M cc W O O ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON ..'1'40.*a 'fHIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. tj 800 Seminole Rd, Atlantic Beach, FL 32233 -.01:9/. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: IZe< 19-UU5� 71 Revision to Issued Permit OR ❑ Corrections to Comments Date: 91 MI 11 Project Address: 55-2.5 si-vs4-0-1 v Contractor/Contact Name: c1-101.141)1X,. C. .trig-4 -rIJ4 r L k,,, C. Contact Phone: IOM-C%Zl — 0522. Email: 1 tJt ,S Jco-pitlP -j1 orJyi, Description of Proposed Revision/Corrections: A(-1V-4/11,441.< riJ p,.0 stptA OF (-E.rcrc . a►.IQ VeTA IL. -F J2 0-•' I fSA -Q—C-r S affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • N.A. 1 proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • WiJYproposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) E Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ So.00 Revision/Plan Review Comments ( 0C/ /-) piCF ' cif -3143 Sid{ 12.i tA Son 4Fy P$ . Department Review Required: ulldin &g) IndZoning Reviewed By Tree Administrator Public Works Public Utilities 1°-/ - 24)/ Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY AGO Alexander Grace Consulting, Inc. REVISION BP# Re&q--(X's G August 23,2019 DATE /0/ / / E9 Stephen Shouppe SIGNED �'hr Shouppe Contracting, LLC Re: Proposal for Structural Engineering Services 825 Sherry Drive Spec Residence,825 Sherry Drive,Atlantic Beach, FL Proposal Number 19-10-0025 Dear Stephen, Please see attached for an alternate sheathing detail across two levels. Please call if you have additional questions. otuUUIii,1 Sire y,WAYNF ,,. �:• N. 5' ,my *: sr dam• ••tti i Geoff aitiit4 FL 59 08 RECEA /;, L) SEP 1 2 2019 Building Department City of Atlantic Beach, FL 3010 South 31 Street,Suite C • Jacksonville Beach,FL 32250 • 904-241-8010 2x SPF STUDS AT 16"O.C. 2x No.2 SYP BOTTOM PLATE FASTENED TO 2x No.2 SYP BAND BOARD WITH 10d NAILS AT 3"O.C.ON EDGE, 12"O.C. IN FIELD. T \ ..__ 0• z N 3!4"PLYWOOD FLOOR DECKING FASTENED Q TO TRUSSES WITH 8d NAILS AT 6"O.C.ON rr oz e-- EDGE, 12"O.C.IN FIELD. CI_ \ D Q 1(7) EXTERIOR SHEATHING TO SPAN Q w /.` CONTINUOUS ACROSS FLOOR SYSTEM � J Cl- 0 I-' —, J vaQ z z F > FLOOR TRUSS SYSTEM BY OTHERS. wLU ? ai w (2)2x6 NO.2 SYP TOP PLATE FASTENED zi LI 1— WITH (2)ROWS 10d AT 16"O.C.STAGGERED. a o MINIMUM 24"LAP WITH(12)10d IN LAP. () 1. FASTEN 7/16"OSB W/8d @ 6"O.C.ON ____.— EDGES, 12"O.C. IN FIELD. C E. i 1 1 -- 2x SPF STUDS AT 16"O.C. g CO -n 0 i y al a) a A SPLICE ALTERNATE SECTION 0 co L 3/4"= 1'-0'� �-t- to i J ,0011111,,, OFFICE COPY `�•` _, WAYNF '',� iq • / Ml �... I�ered+1¢4neted Ml for nc 5p4 wrD�e a�0 de l br•N n wes pe0&ed Reuse ofaM fliopea rebrce on 9iN d0oof*IYOV,,,1Ut eunvlzatlon W Alexande,Cfxc Cn0,OkxJuric.shall aIthOl tetlMY to AVeoan0er Grace Cooaflq.Inc: DrWG: REVISIONS Job Number. 19-10-0025 SHOUPPE CONTRACTING ' 111 cm SPLICE DETAIL Eby: No. DAZE DESCRIPTION BY APP'D — 1 1 , / , = GWG SHERRY DRIVE SPEC , 08-23-19 REVISED SHEATHING DETAIL GWG GWG ,��•:. - AD-1 Approved by' 825 SHERRY DRIVE i ,,,x:-..• V f ib. ��7��7(a:la ,.��.lexanoer Grace Consulting.Inc. ', < ..iaJ.••• , ecb lle Beech,FL"32250 I PT 59328 Da108-23-2019 ATLANTIC BEACH, FL 32233 dl' 9 {!608.0364 FL CA 27652 ,'///1111111° Revision Request/Correction to Comments **ALL INFORMATION - Revision�„Artii, � HIGHLIGHTED IN 4 City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ���'' � 247-5826Email: Build' - o b 1 Phone: (904) a p o� Y PERMIT I$£S q-oaSc Lr I Revision to Issued Permit OR Corrections to Comments Date: 161 / 101 Project Address: i 'Z.S SI-JWDT—- Contractor/Contact Name: SI-4'5117, Co r52 cp./46 Contact Phone:A601.4- 611,3 -06Z-1,- Email: STE 7F-S 05E-1.01)WrJ f P-4G-(/A1 fo . cots Description of Proposed Revision/Corrections: � (' F i E ((F—'v1C7 STAt _AFi4 t)Aw 5Fe-rjnj.l OCT 8 2019 Ruilding Deparfinert I 34e-Q rr Gi2.E,.05 affirm the revision/correction to comments is inciAiv9tAHlgbARA langes. (printed name) • ll proposed revision/corrections add additional square footage to original submittal? ill ❑ Yes (additional s.f.to be added: ) Ct • Wijl proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Age �1 �.-� (Office Use Only) M Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ SC,.00 ---) Revision/Plan Review Comments(...O✓ri4'C 7 4-0 pit. k " v f) Q pV i Se.O' 30 I Copy 01►-gi.viyi� e ff 4 ' e , Department Review Required: C Build, Planning&Zoning Reviewed By Tree Administrator Public Works (� Public Utilities 1 0 — / d -1 g Public Safety Date Fire Services Updated 10/17/18 2X4 BLOCKING AT SHEATHING EDGES. 2x SPF STUDS AT 16"O.C. SII Z r (3)2x6 PLATES, FASTENED PER I TYPICAL WALL SECTION ON O 3 Int PERMIT ENGINEERING. ►_� �4 Q \ � aSDWC15600 AT 32"O.C. cu) aQ ° gza O -,-1 1n Q 0 1- J Z z w w z (2)2x6 PLATES, FASTENED PER i w 2 TYPICAL WALL SECTION ON J —' PERMIT ENGINEERING. Q W __ ,� • 0 Z 1— . SDWC15600 AT 32"O.C. J 1 N 1 I I. 12 - 2X4 BLOCKING AT SHEATHING EDGES. WALL SHEATHING PER PERMIT OFFICE COPY ENGINEERING. < \STAIRWALL SECTION REVISION 3/4 = 1'-0" BP# /ee Sf c -Cab- G DATE 16 / le Ill \\��t w i l l,' SIGNED jl'9' WA /P •'••-.'.F:... '' r... em n meended ony by ttn sped(Royon.and bent In*hrh i res Reposed.Reuse o,and npoper referrer on Vks doi neo:*0,091 written e91t01Izar n hr Die andel Gore ConsW ny.Inc_cneY he wienu:iab10y to Abrersder Grace Co"sub9.sic. • G .A • Sheet No. Drawn by: REVISIONS Job Number 19-10-0025 ``- GWG SHOUPPE CONTRACTING �• o. 59 i • ,, e No. DATE DESCRIPTION BY APP° PLICE DETAIL Check by = ; • • GWG SHERRY DRIVE SPEC 1 _ 08-23-19 REVISED SHEATHINGDETAII. GWG GWG STA OF • �/ AD-2 APGNlGby825 SHERRY DRIVE •0 eoander Grace Consul8ng.Inc. % A\ ••• 0• •S • .treet.SueeC Dale: ATLANTIC BEACH, FL 32233 �4 '`ack•�\al Beach,FL 32250 FL PE 59328 08-23-2019 / % ,• WV 90608.0364 FL CA 27652