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HomeMy WebLinkAbout153 Big Spring Ter 18-3721 New construction SFHLOT 49 - THORNBROOKE ANASTASIA - GARAGE RIGHT ELEVATION "INCLUDED " TAYLOR MORRISON THORNBROOKE 40'8 / 5018 COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 50-1`4,5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER CABINETS, CONCRETE DRIVEWAY AND LEAD WALK, ACRYLIC ENTRY, ACRYLIC LANAI, REDRAW NOTES 05 -13 -IS CREATED LOT SPECIFIC PLAN FOR LOT 49 IN THORNBROOKE, ELEVATION "INCLUDED", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: PAVERS AT DRIVEWAY, WALK, PORCH AND STAIR RAILING. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. _ 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 -STRUCTURAL DETAILS 0 TOTAL WIDTH 301-011 TOTAL LENGTH 751-0" - STRUCTURAL DETAILS 66 O O IL • DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES PICORoCopY 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF PLAN, BUILDING SECT. FL1 -FLASHING DETAILS FL2 - FLASHING DETAILS REVIEWED FOR F COMPLIANCE 4A - MAIN FLOOR ELECTRICAL PLAN PIANS EXAMINER -� E1$ 4B - UPPER FLOOR ELECTRICAL PLAN TR - TRUSS STRAPPING GENERAL CONFRLICTION NOTES: CHAPTERS AND 5ECTION5 REFER TO FBCR - 6TH EDITION (2011). NOTE: ANY DIMEN510NS AND/OR C4LLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN5ON5 ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OGCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON518LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE5I5TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION THE GARAGE 5H4LL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 518 INCH (15.9 mm) TYPE `X11 GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FBCR - 6tH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 810235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBCR - 6TH EDITION (2011) 81031.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR0510N-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 146 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS 07HERW15E APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FBCR - 6TH EDITION (2011) R103.12 AND ASTM C 926. PER FBCR 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92b, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.5C.R 6TH EDITION (2011) 8103.13 WATER RE516TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FBCR 6TH EDITION (2011) RV3.15 OR IN ACCORDANCE WITH ASTM C 326. 5T UCCO CONTROL JOINT5 STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (111A.1 THR111.11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21!2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED 45 CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE F45HICN IN SUCH A MANNER 45 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. WINDOW INSTALLATION: I. WINDOWS 5HALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 131811 IN 7HICKNE55, SOLID CORE (5-0.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOOR5. FLOOD ZONE REQUIREMENT5. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES 5HALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1 FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 6151 15 REQUIRED M ACCORDANCE WITH SECTION 83051.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F-5-C.R. - 6TH EDITION (2011) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR541TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAeD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMIENDATICNS OF RAS I1B,119 OR 120. REQUIRED UNDERLAYMENT PER FBCR, - 6TH EDITION (2011) 890533 54ALL CONFORM WITH ASTM D 226, TYPE Il; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRi FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 8301213 OR THE RECOMMENDATIONS OF RAS 113,113 OR 120. CHIMNEY HEIGHT REQJIREMENT5 (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 241' HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-011 AWAY OR CLOSER. TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATVN5 SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECT[VE 5LEEVE5 AROUND PIPNG PENETRATING CONCRETE SLAB -ON -GRADE FLOORS 54ALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO 7HI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL ATbANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: '.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CH4RGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXH95T AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0,19 RAD) BEND AND 5 FEET 0524 mm) FOR EACH 30 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TIGN DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS ''THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAfTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 N 1 - STRUCTURAL NOTES SANFOR[) BUIUtNC DIVISION DAVIS BEWS DESIGN GP.OVP � A A PERMIT � ISSJc ) �[-, D TO f3ENOT Sl - STRUC7URAL DETAILS wL l H LICENSE T�) Frii�CE(=D WITH THE WORK AND NOT AS VORK AUTHORITY EANY 7 , ,;I[ )ROTI, IONS EL,OF ALTER H SET ASIDE ANY OF '�F�F PROVISIONS OF THE TECHNICAL CODES, NOR S2 - STRU CTU RAL DETAILS Sr+A,_.L i,',SIJANCE OF A PERMIT PREVENT THE E3U11_DINC I I�-rI,:Iv[ �Fr�IM THEREOF, F REQUiRfNG A. Gt�Rs"t -C". G.+ CE ERRORS IN PI__ 3, CONSTRUCTION OR VIOLATIONS OF THIS CUD+ S3 -STRUCTURAL DETAILS 0 S4 - STRUCTURAL DETAILS COMPACTION FEST S5 - STRUCTURAL DETAILS 66 O O IL • ut .81(x(7 /n.spectic,n Slz, . s `.cti.ond TD - TRIM DETAILS y � 03 Coo .5 SD - STAIR TRIM DETAILS #18 _ 3 7 2 1 GENERAL CONFRLICTION NOTES: CHAPTERS AND 5ECTION5 REFER TO FBCR - 6TH EDITION (2011). NOTE: ANY DIMEN510NS AND/OR C4LLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN5ON5 ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OGCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON518LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE5I5TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION THE GARAGE 5H4LL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 518 INCH (15.9 mm) TYPE `X11 GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FBCR - 6tH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 810235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBCR - 6TH EDITION (2011) 81031.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR0510N-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 146 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS 07HERW15E APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FBCR - 6TH EDITION (2011) R103.12 AND ASTM C 926. PER FBCR 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92b, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.5C.R 6TH EDITION (2011) 8103.13 WATER RE516TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FBCR 6TH EDITION (2011) RV3.15 OR IN ACCORDANCE WITH ASTM C 326. 5T UCCO CONTROL JOINT5 STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (111A.1 THR111.11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21!2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED 45 CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE F45HICN IN SUCH A MANNER 45 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. WINDOW INSTALLATION: I. WINDOWS 5HALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 131811 IN 7HICKNE55, SOLID CORE (5-0.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOOR5. FLOOD ZONE REQUIREMENT5. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES 5HALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14:12), TWO LAYER5 OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1 FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 6151 15 REQUIRED M ACCORDANCE WITH SECTION 83051.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F-5-C.R. - 6TH EDITION (2011) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR541TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAeD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMIENDATICNS OF RAS I1B,119 OR 120. REQUIRED UNDERLAYMENT PER FBCR, - 6TH EDITION (2011) 890533 54ALL CONFORM WITH ASTM D 226, TYPE Il; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRi FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 8301213 OR THE RECOMMENDATIONS OF RAS 113,113 OR 120. CHIMNEY HEIGHT REQJIREMENT5 (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 241' HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-011 AWAY OR CLOSER. TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATVN5 SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECT[VE 5LEEVE5 AROUND PIPNG PENETRATING CONCRETE SLAB -ON -GRADE FLOORS 54ALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO 7HI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL ATbANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: '.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CH4RGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXH95T AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0,19 RAD) BEND AND 5 FEET 0524 mm) FOR EACH 30 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAU5T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TIGN DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS ''THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAfTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 J06 NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION � Y x N. FF000) DAVIS BEWS DESIGN GP.OVP � o o -.: FST. 1994 s.:= OO ��M��r. m O o=MMM O � 0 O 66 O O IL • 00 :2,5 .0 y � 03 Coo .5 E wW L J m 6oro� y� 7� ZN�a J06 NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION �11 IN VORTEX ENGINEERING, LLC. 607 5, ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P. E. #52683 ANDREW J. MEISHEID, P. E. #83217 I HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE. RESIDENTIAL 6TH EDITION [2017)_ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF- LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY w � Y O DAVIS BEWS DESIGN GP.OVP 150 STATE STREET EAST OLDSMAIL, FL,ORMA 39677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER -.: FST. 1994 s.:= �11 IN VORTEX ENGINEERING, LLC. 607 5, ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P. E. #52683 ANDREW J. MEISHEID, P. E. #83217 I HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE. RESIDENTIAL 6TH EDITION [2017)_ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF- LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY w � Y O O O OO z m O O � � O 0 e 2582 • TITLE • GENERAL NOTES REVISION LOG ILJ • SHEETcov • I � rn � O OO H 0 e 2582 • TITLE • GENERAL NOTES REVISION LOG ILJ • SHEETcov • I 1'-4" .- 8'-411 G.C. VERIFY ACRYLIC I i ON LANAI F4 4'4" 4'4" 4'-8" u 4'-811 1 4'-0" 1' 15'-0'1 65'-4" 5'-411 5'-4" 4'-4" 4'-10" 3'-6" 4'-4" 2-5TORY I -STORY • FOOTING FOOTING 150 STATE STREET EAST 01-L76AMR, FLORIDA 39677 813.925.1300 TEZ. 813. 925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER D SI 4'-0" 4'-411 H.B. t INDICATES I - 35 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT, REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 4'-0" I. 4'-611 41_811 4'-811 CLCVNIIVIV 411 P.V.C. l ) 01 3 1/211 3/411 CONDENSATION DRAIN BY PLUMBER 4'-811 3' 8" 11-0" 521-411 151-011 41.611 M V; I.M. WALL ABV. 31-1011 3'-211 31.211 PITCH `r > Ed F4 PAVER DRIVE / LEAD WALK/ PORCH 131-811 * * * * * * * * * * TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOO, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * * * * * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE S� •,�00 M o J.• :Y:z w 'a� t -Z •W :O.• 00O•�i> Z N • �� ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: FI 12" DEEP x36"66" GONG. FOOTING W/ (4) "5 BARS EACH WAY. F2 12" DEEP x24114411 GONG. FOOTING W/ (3) S BARS EACH WAY. F3 20" DEEP x30"x3011 GONG. FOOTING W/ (3) "5 BARS EACH WAY. F4 1211 DEEP 60"60" GONG. FOOTING W/ (3) 15 BARS EACH WAY, THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-PY (R401,4.1 FBCR). ■ INDICATES 105 INDICATES 2 15 FOUNDATION PLAN SCALE: 1/4" : 1'-0" GARAGE RIGHT • / 150 STATE STREET EAST 01-L76AMR, FLORIDA 39677 813.925.1300 TEZ. 813. 925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ oo ■ ■ ■ ■ ■ J01000 J cco 1 I I CEO N c v co N N >_>Jco 6 � W.N. 1— v� 0 0 ��� ' 0� CO IIL0�c" E �' 1-5TORY FOOTING ITYF.) WAN ZJ- 0 O0 y� T 811 811 ■ 50 GAL. I I i 20" H. x 16" W. GONG. MONO -FTG. W/ I Ir n 2 - 15 CONT. REBARS PROVIDE �,G I N SI b I I o A � 16" Wxlb" DEEP FTG.—�"� @ �J 16 i 25" MIN, LAP WHERE SPLICED AND i WIRE TOGETHER BOTT. OF FTG. 31' 10° U� 2 CONT. o� I I — 9 I" 3 9 I 1 R I SHALL BE 12" MIN. BELOW GRADE 20 -0 I all ELEVATION AT 0'-0" (ASSUMED) OF REF. I I a 4 — I , b `" 3.5 THICK, 2500 OR 3000 P.S.I. I 16" Wxl6" DEEP FTG. 611 g A L B I I AA 3 LL! `. PITCH CONCRETE SLAB ON GRADE W/ W/ 2 - 15 CONT. C.J. ------ I CJ. --------------------rt---------------------� n w 6x6 WL4xWl.4 MESH OR FIBER _ MESH OVER 6 MIL. VAPOR s� r = PROVIDE WATER �' LINE FOR ICE MAKER C /� PITCH TO DRAIN I _ 8"x8" FTG. W/ I 5 BARRIER ON CLEAN, WELL • / CONT. ITYP, AT LANAI) COMPACTED, TERMITE TREATED, GRANULAR FILL.Lu /// / >r 4'-4" N ■ 5'-4" Lit 1 a „ e I NOTE: I ■ ■ ■ ;' /L / /1L//1� ALL SLAB ANGLES ARE AT 45° (UN.O.) N _ - �1!/�L� II I II 2'-1II c„ I 1 ■ F3 KY W/ 2 15 CONT.—CONDENSATION18'-6"DRAIN 16" Wxl2" DEEP FTG.All n, 3/4" BY/�� F1 1 31 _ i SR -STORY FOOTING (TYFJ20" % F4 _ , I PLUMBER �� 16" Wxlb" DEEP FTG. 3' 8'� �" 5' 2" 5' 8" I 4'-0" 4' -4"2 N, x 20" W. GONC. MONO FTG. I /' % 4" P.V.C. = -- ` AIR HANDLER LINES FROM / W/ 2 "5 CONT. _ 3/4" RECESS �, _ y — I14 W/ 3 "5 CONT. KEBABS PROVIDE I UPPER FLOOR FOR ENTRY DR > ■ ■ ■ ■ ■ 25" MIN, LAP WHERE SPLICED AND �)I �, I 121.7 WIRE TOGETHER BOTT. OF FTG. 8" THICKENED EDGE I `^ 10' 10" 1-5TORY cO I SHALL BE 12" MIN. BELOW GRADE = FOR SHOWER RECE55 I 1 FOOTING 28'-911 W/ I N0.5 BAR CONT. I 10'-10° 81.111 21 811 21 011 co "` ��� �\ 3'-611x3-611 A/C PAD (SEE MEGH. CONTRACTOR I I F— _ I I ■ I 5.4 FTG. W/ 1 15 CONT. (TYP. AT ENTRY) ' II 13 8 20'-1111 2'-111 I'-8" 3'-101' LAV. -- FOR LOC.) TILE AIR HANDLER I I I I I I R 3 8 ' 11 19 -0 co �, M PAYERS — — — — _ _-_ 3/4" CONDENSATION 54 ■ - _�___ __ DRAIN BY PLUMBER A SEAT �I — ABV. 21.011 C0xl I UINES PPER FLOOR L_ J ISI I �� _ s' LAV4 4" P.V.C. _� —N ■ I I.::== -__ I I ■ ■ 8" C.M.U. WALL ABV. ■ Ie nu roll _ — INDICATES I - 35 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT, REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 4'-0" I. 4'-611 41_811 4'-811 CLCVNIIVIV 411 P.V.C. l ) 01 3 1/211 3/411 CONDENSATION DRAIN BY PLUMBER 4'-811 3' 8" 11-0" 521-411 151-011 41.611 M V; I.M. WALL ABV. 31-1011 3'-211 31.211 PITCH `r > Ed F4 PAVER DRIVE / LEAD WALK/ PORCH 131-811 * * * * * * * * * * TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOO, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * * * * * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE S� •,�00 M o J.• :Y:z w 'a� t -Z •W :O.• 00O•�i> Z N • �� ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: FI 12" DEEP x36"66" GONG. FOOTING W/ (4) "5 BARS EACH WAY. F2 12" DEEP x24114411 GONG. FOOTING W/ (3) S BARS EACH WAY. F3 20" DEEP x30"x3011 GONG. FOOTING W/ (3) "5 BARS EACH WAY. F4 1211 DEEP 60"60" GONG. FOOTING W/ (3) 15 BARS EACH WAY, THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-PY (R401,4.1 FBCR). ■ INDICATES 105 INDICATES 2 15 FOUNDATION PLAN SCALE: 1/4" : 1'-0" GARAGE RIGHT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION • • • x Lo w 150 STATE STREET EAST 01-L76AMR, FLORIDA 39677 813.925.1300 TEZ. 813. 925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER C T -L0 0 J01000 J cco I CEO N c co N N >_>Jco 6 � � • 0 0 ��� 0� CO IIL0�c" E WAN ZJ- 0 O0 y� T Z N ot • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION • • VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CIN, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 z O z V) pmmq 0 oC >= Ve 0 2582 fi� • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.G.D. OPT, O.D.K. • SHEET • . DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 01-L76AMR, FLORIDA 39677 813.925.1300 TEZ. 813. 925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CIN, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 z O z V) pmmq 0 oC >= Ve 0 2582 fi� • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.G.D. OPT, O.D.K. • SHEET • . ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). TYP. ARCHWAY ASCALE: 1/411 = I' REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS T.OM. FF. A 4" O A 1 ■ I BOTT. OF LINTEL:To. � AT 8'-0" AFF. I I Bort. of LINTEL LANAI AT 84" AFF. i O 9'-8"x14'-4" 9'-4" PLT. HT. V ACRYLIC G.C. VERIFY ACRYLIC ON LANAII TDM. o� 3' -611x3 -b11 A/C PAD (SEE MECH. CONTRACTOR FOR LOG.) o II I II I I I I i ■ L ---J L ---J ■ L ■ ■ n u� FLUSH FRAME 6' TO FURRING 2 OWNER'S SUITE Og'-4" x1 AT C 1 9'-4" FLAT CLG. STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O,) • ALL STRINGERS TO BE 2-2X12 12 5YP. to FOR 2x12 02 SYP TREADS, STRINGER SPACING SHALL BE 24" O.C. MAX. SPACING. to FOR Ixl2.2 5YP TREAD5,5TRINGER SPACING SHALL BE 1611 O.C. MAX. SPACING. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• ATMA50NRY/GANG. WITH 411 DIA X 3" TAPCON5 AT all O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). to AT WOOD WITH (4) 0.131 X 3}11 NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG). ATTACH FOOT TO FLOOR: •• AT CONG. W/ 411 DIA. X 311 TAPCON5 AT 12" D.G. •• AT WOOD ATTACH W/ 0.131 X 3�' NAILS AT 811 O.C. r0 TRU55/JOI5T/ OR BLOCKING BELOW. • •, ATTACH BUILTSTRINGER A�OLOWS2) 0.131X3" TOENAILS EA. LANDINGS SHALLBE •• JOISTS TO BE 2X812 5YP, MIN. AT 16110.C. of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 12 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X311 R5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 X 321" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ..• (4) 0.131X32"' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 1611 O.C. MAX. ••• 4" X 3" TAPCONS AT 8" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. G.C. VERIFY SHIM AS POP-UP OUTLETS REQ,D I" CA51NG TYPICAL MASONRY RI zl OI ac WINDOW SCHEDULE 2x 5TUD5 (PER IA WINDOW WIDTHS 0^ -7v,_ LUg 5TD. PLAN) 2011 2111 3111 5111 's WINDOW CALL -OUTS O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. CABINET BLOCK FILLED AND REINFORCED W91)15 BAR ® - PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP50N HTT4 (D 26" 12 5H 1/2 32 5H 22 5H 32 511 W CONNECTORS AT BASE. 1/2" DRYWALL - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 05B FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT 0 O CALI. TOP = 39" O 13 5H 1/2 33 5H 23 5H 33 5H J 00 41 AT VOLUME CEILING HATCHING INDICATES DOUBLE p 5111 14 5H 1/2 34 5H 24 5H 34 5H T.O.M. IN EACH (NOT REQ'D AT OPT. 2 - 26 5H. GAME RM.) HD, AT 84" OOPO OOOOOPOOOOOPPVOVUVOOU000 .O 000 OUPU00 O OPOOUti O POGO 'JP OJOUOJ00UU ■ z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H — W.H. Z II RANGE i 50 GAL, 1 LINE OF SECOND WALL I I D C J FLOOR ABV. 12" �s 16 5N 1/2 36 5H 26 5H 36 5H KITCHEN 9'_4" FLAT CLG. �c G.G. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, Ln LU WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER ~O 19'-6 x14'- 0 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW 2 -STORY VOLUME 8'-0" TO V-8" U5ED (5INGLE HUNG -54 C45EMENT- G5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). TYP. ARCHWAY ASCALE: 1/411 = I' REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS T.OM. FF. A 4" O A 1 ■ I BOTT. OF LINTEL:To. � AT 8'-0" AFF. I I Bort. of LINTEL LANAI AT 84" AFF. i O 9'-8"x14'-4" 9'-4" PLT. HT. V ACRYLIC G.C. VERIFY ACRYLIC ON LANAII TDM. o� 3' -611x3 -b11 A/C PAD (SEE MECH. CONTRACTOR FOR LOG.) o II I II I I I I i ■ L ---J L ---J ■ L ■ ■ n u� FLUSH FRAME 6' TO FURRING 2 OWNER'S SUITE Og'-4" x1 AT C 1 9'-4" FLAT CLG. STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O,) • ALL STRINGERS TO BE 2-2X12 12 5YP. to FOR 2x12 02 SYP TREADS, STRINGER SPACING SHALL BE 24" O.C. MAX. SPACING. to FOR Ixl2.2 5YP TREAD5,5TRINGER SPACING SHALL BE 1611 O.C. MAX. SPACING. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• ATMA50NRY/GANG. WITH 411 DIA X 3" TAPCON5 AT all O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). to AT WOOD WITH (4) 0.131 X 3}11 NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG). ATTACH FOOT TO FLOOR: •• AT CONG. W/ 411 DIA. X 311 TAPCON5 AT 12" D.G. •• AT WOOD ATTACH W/ 0.131 X 3�' NAILS AT 811 O.C. r0 TRU55/JOI5T/ OR BLOCKING BELOW. • •, ATTACH BUILTSTRINGER A�OLOWS2) 0.131X3" TOENAILS EA. LANDINGS SHALLBE •• JOISTS TO BE 2X812 5YP, MIN. AT 16110.C. of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 12 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X311 R5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 X 321" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ..• (4) 0.131X32"' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 1611 O.C. MAX. ••• 4" X 3" TAPCONS AT 8" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. G.C. VERIFY SHIM AS POP-UP OUTLETS REQ,D 2 STORY 19' 4" 36" H. COUNTERTOP CLG.rCLG (SEE DETAIL ON THI5 SHEETS) 8 I I CPT. TILE SI OPENING D I STAIR DATA: TO UNDER BEARING 36" N. 36" H. NEWEL IS RISERS AT 5TAIR5 WALL- RAILING RAILING POST 138„ EACH 10.00" TREADS a 7,11, UP -- — — 2 5T RY 9' 411AIR HANDLERPINLINES FROM I, I � IVOL ME CLG.UPPER FL00 sCLG. GLG_ ,�, 1 FLAT HDR. l2) 2 6x6 8 AT 4' 411 DZ 9' 4" SEE SECTION I CLG. tTILE " CLG. m-Y6CXC1CPT. OWNER'S BATH 9'-4" FLAT CLG. 55H. LAV. T.OM. TEMP. GL. ENCL.— / 9' 4" ON 42" H. LOW WALL TILE 2011 H. TILE SEAT ■ AIR HANDLER LINES FROM UPPER FLOOR A- - CI STUDY 10'-4"x10'-6" 9'-4" FLAT CLG. DRYER VENT TEMP. GL. ENCL. ON 42" H. LOW WALL HANSEN BOX 026HD,A SH. HD. AT 84" [`'T A T n c Cf'`TT r1 A l SCALE: 1/4" = I'-0" o� h� i 2 CAR GARAGE 42" UPPER / / I I I 20'-0"x20'-0" CABINETS /�'' _�I I 9'-4" PLT. HT. e'by� __ —INSULATE — ARCH FROM - / ��� ABOVE 81-011 TO 81-811 LINE OF SECOND / FLOOR ABv. BARREL ARCH FROM 8' 0" \ TO 8'-8" 9• -All CLOG. 5 4 5 5H. FOYER 9'-4" 4 9'-411 \\ GLG. CLG. \ \ 2-46-8 ARCH FROM \\ e V-011 TO 8'-8" Q �'— � HALF • 1 I wI 1 BATH 1 1 9,.411 L�—CLG. I I— —, =IIDAI-/111 1 �I w I LAUN. PANEL- i 1 4ll L l o J CLG. ■ 24 5H. 3 HD, AT 84" WR NOTES: LAV. ■ W.G. O13514. H 3 H . D. AT 84" alb BLUSTERS SHALL BE SPACED 50 THAT 411 SPHERE CANNOT PA55 THROUGH. �NDRA�15 aNDRAIL5 FOR STAIRWAYS SHALL BE )NTINUOUS FOR THE FULL LENGTH OF IE FLIGHT, FROM A PRINT DIRECTLY 3OVE THE TOP RISER OF THE FLIGHT A POINT DIRECTLY ABOVE THE )WEST R15ER, HANDRAIL ENDS SHALL RETURNED OR SHALL TERMINATE IN :WEL POSTS OR SAFETY TERMINAL5. 4NDRAIL5 ADJACENT TO A WALL 5HALI 4VE A SPACE OF NOT LESS THAN 1-I/2 CH BETWEEN THE WALL AND 4NDRAIL5. %TINUOU5 GRASPABLE HANDRAIL UST MEET TYPE ONE OR TYPE TWO RITERIA INSULATE BEARING WALLS � T eld I PORCH O9'-4" PLT. HT. I O FWSH FRAME PAVERS TO FURRING �TOM 9'-4ll ----- 1 ■ FLAT HEADER AT 8411 AFF. FLAT HEADER AT 8'-0" AFF. TOM. 91-411 AFF. T,OM. " AFF. N.B. t �I I" CA51NG O RI zl OI ac CLG, INSULATION 2x 5TUD5 (PER IA — - 6" K.O. BLOCK FILLED W/(U 05 BAR CONT. OVER zl 8 LUg 5TD. PLAN) LUI �1 0 GROUTED SOLID. e5LU BASE ZL--------- O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. CABINET BLOCK FILLED AND REINFORCED W91)15 BAR ® - PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP50N HTT4 BACKING O5 - PROVIDE (3) 2x6 5TUD5 W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. 1/2" DRYWALL - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 05B FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT 0 O CALI. TOP JACK-5TUD5, IN TURN, MUST BE TIED TO THE [[ 14 BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. SCALE: 1/2" = 1'•0" Z0 C4 J .t0 NOTE: 00 41 AT VOLUME CEILING HATCHING INDICATES DOUBLE K.O. BLOCK COURSE W/ (2) 05 T.OM. T.O.M. IN EACH (NOT REQ'D AT OPT. 2 - 26 5H. GAME RM.) HD, AT 84" OOPO OOOOOPOOOOOPPVOVUVOOU000 .O 000 OUPU00 O OPOOUti O POGO 'JP OJOUOJ00UU ■ ■ ■ ■ ■ ■ OD.H.G. 1 I i------ O 0 _ O.H.C. — W.H. I KNEE II RANGE i 50 GAL, 1 LINE OF SECOND WALL I I D C J FLOOR ABV. GATHERING ROOM AI I DINING xl 0„ I D i — KITCHEN 9'_4" FLAT CLG. 10 1 INSULATE 19'-6 x14'- 0 ARCH FROM I 9 -4 FLAT CLG. \ / I BEARING WALLS 2 -STORY VOLUME 8'-0" TO V-8" 2 STORY 19' 4" 36" H. COUNTERTOP CLG.rCLG (SEE DETAIL ON THI5 SHEETS) 8 I I CPT. TILE SI OPENING D I STAIR DATA: TO UNDER BEARING 36" N. 36" H. NEWEL IS RISERS AT 5TAIR5 WALL- RAILING RAILING POST 138„ EACH 10.00" TREADS a 7,11, UP -- — — 2 5T RY 9' 411AIR HANDLERPINLINES FROM I, I � IVOL ME CLG.UPPER FL00 sCLG. GLG_ ,�, 1 FLAT HDR. l2) 2 6x6 8 AT 4' 411 DZ 9' 4" SEE SECTION I CLG. tTILE " CLG. m-Y6CXC1CPT. OWNER'S BATH 9'-4" FLAT CLG. 55H. LAV. T.OM. TEMP. GL. ENCL.— / 9' 4" ON 42" H. LOW WALL TILE 2011 H. TILE SEAT ■ AIR HANDLER LINES FROM UPPER FLOOR A- - CI STUDY 10'-4"x10'-6" 9'-4" FLAT CLG. DRYER VENT TEMP. GL. ENCL. ON 42" H. LOW WALL HANSEN BOX 026HD,A SH. HD. AT 84" [`'T A T n c Cf'`TT r1 A l SCALE: 1/4" = I'-0" o� h� i 2 CAR GARAGE 42" UPPER / / I I I 20'-0"x20'-0" CABINETS /�'' _�I I 9'-4" PLT. HT. e'by� __ —INSULATE — ARCH FROM - / ��� ABOVE 81-011 TO 81-811 LINE OF SECOND / FLOOR ABv. BARREL ARCH FROM 8' 0" \ TO 8'-8" 9• -All CLOG. 5 4 5 5H. FOYER 9'-4" 4 9'-411 \\ GLG. CLG. \ \ 2-46-8 ARCH FROM \\ e V-011 TO 8'-8" Q �'— � HALF • 1 I wI 1 BATH 1 1 9,.411 L�—CLG. I I— —, =IIDAI-/111 1 �I w I LAUN. PANEL- i 1 4ll L l o J CLG. ■ 24 5H. 3 HD, AT 84" WR NOTES: LAV. ■ W.G. O13514. H 3 H . D. AT 84" alb BLUSTERS SHALL BE SPACED 50 THAT 411 SPHERE CANNOT PA55 THROUGH. �NDRA�15 aNDRAIL5 FOR STAIRWAYS SHALL BE )NTINUOUS FOR THE FULL LENGTH OF IE FLIGHT, FROM A PRINT DIRECTLY 3OVE THE TOP RISER OF THE FLIGHT A POINT DIRECTLY ABOVE THE )WEST R15ER, HANDRAIL ENDS SHALL RETURNED OR SHALL TERMINATE IN :WEL POSTS OR SAFETY TERMINAL5. 4NDRAIL5 ADJACENT TO A WALL 5HALI 4VE A SPACE OF NOT LESS THAN 1-I/2 CH BETWEEN THE WALL AND 4NDRAIL5. %TINUOU5 GRASPABLE HANDRAIL UST MEET TYPE ONE OR TYPE TWO RITERIA INSULATE BEARING WALLS � T eld I PORCH O9'-4" PLT. HT. I O FWSH FRAME PAVERS TO FURRING �TOM 9'-4ll ----- 1 ■ FLAT HEADER AT 8411 AFF. FLAT HEADER AT 8'-0" AFF. TOM. 91-411 AFF. T,OM. " AFF. N.B. t �I WALL CONSTRUCTION O RI zl OI ac CLG, INSULATION "5 BAR IA — - 6" K.O. BLOCK FILLED W/(U 05 BAR CONT. OVER zl 8 LUg GARAGE FRAME WALLS LUI �1 0 GROUTED SOLID. e5LU 9 r e ZL--------- O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. T.OM. gl_41l AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS PAVER DRIVE / LEAD WALK/ PORCH MAIN PLOOR STRUCTURAL LEGEND WALL CONSTRUCTION 8" K.O. BLOCK FILLED W10) 15 BAR OVER 8" • O - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I) CLG, INSULATION "5 BAR IA — - 6" K.O. BLOCK FILLED W/(U 05 BAR CONT. OVER 9 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL W/(1) 05 BAR, GROUTED SOLID. 1 0 _ 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/(U BAR O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED W91)15 BAR ® - PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 5TUD5 W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 05B FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT 0 O EACH END WITH (1) 5IMP50N L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE [[ 14 BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 "2 5YP W/ 1/2" 055 TOM. FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT 9' 4 EACH END WITH (1) 51MP50N L5TA12 STRAP. THE AFF! JACK-5TUD5, IN TUBI, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 6IMP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. AA 3 STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. = RECOMMENDED MA50NRY CONTROL JOINT. ■ INDICATES 1'5 INDICATES 2 '5 HATCHING LEGEND LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG, INSULATION R 38 MA50NRY WALLS R 4,1 KNEEWALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION x m DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, flAR 1DA 34677 813.925.1300 TEL 813. 925-1800 FAX W W W.DAVISBEWS.COM TAIVWA • DENVER 1 0 JOoo Jc-i�p� 1 0 .� co cco N I V >->J� °°�• 0 0 0 O [[ 14 Z0 C4 J .t0 00 41 ZN�a • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION F111 �s: VOR'T'EX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS ULL DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, flAR 1DA 34677 813.925.1300 TEL 813. 925-1800 FAX W W W.DAVISBEWS.COM TAIVWA • DENVER EST. 1994 c---� — F111 �s: VOR'T'EX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS ULL 111 .1'-411 .. 6-411 291-0'I -411 36'•4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS SCALE: I/4" = I'•0" GARAGE RIGHT2A2 • x cp w v Ctoo v --� ==a EST. 1994 �=.__.� O M I ONC0M Q r L' • 00 T `=Y roa) .1'-411 .. 6-411 291-0'I -411 36'•4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS SCALE: I/4" = I'•0" GARAGE RIGHT2A2 • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION • x cp w DAVIS BEWS DESIGN GROUP Ctoo TAMPA •DENVER. --� ==a EST. 1994 �=.__.� O J'�O Jrcol,, I ONC0M N' % > J N L' • 00 0_j CO `=Y roa) 0 0. g z 1 2 ol • • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION r96? �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O O >m v* ou O 1 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • DAVIS BEWS DESIGN GROUP 1S0 STATE STREET EAST OL.DSi•1AR, FLORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER. --� ==a EST. 1994 �=.__.� r96? �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O O >m v* ou O 1 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.CR - 6TH EDITION (2011). c r eQ� 2180". .>r REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN510NS L czu- N = I I� I 2x4 -- v FRAME WALL I 6-0x6-8 BI PA55 BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. m p FLUSH FRAME TO FURRING BELOW 1 2-6x6.8 F3 9'_011 GLG, IS CPT. I TILE 2x 2x4 FRAME FRAME 9_� _- WALL WALL 2 - 3050 5H. HD. At T-8" FLUSH FRAME O TO FURRING BELOW j� LOFT BEDROOM 3 L11'-0"x14'-4" 12'-6"x11'-0" OPEN TO 9'-0" FLAT CLG. 9'-0" FLAT CLG. BELOW N ULT 1 42" H. 36" H. 42" H, 9 0 u, I RAILING RAILING RAILING GLG.? a I CHASE " 9'-0 STAND METAL (���CLG, D R DO 2-46-8 — — = R/5 — LEl O. z 5-0x6-8 r —\_42" H. 2-6x6-8 PROVIDE 5I-PA55 IN u w RAILING PAN AND DRAIN a a 9 011 UNDER A.N.U. 2-84-8 CLG. L — J LOUVER DR BEDROOM 4 U 0 13'-6"x11'-0" W.G. )0.1 BATH 3a' 9'-0" FLAT CLG. CLG.Lu BATH 2 CLG. LAV. 2030 7EM 5H. PROVIDE 24" H. METAL 3050 5H. t HD. APAN AND DRAIN STAND 01HD, AT 1' 8" UNDER A.N.U. * EGRE55 � 11.011 a �Q �o I REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS I UPPER FLOOR 5TRUCTURAL- LEGEND 0 TYPICAL WOOD FRAME x �o CONNECTORS AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS W/ (1)51MP5ON HTT4 • 6 WINDOW WIDTHS �k smI2011 PROVIDE 2 -1 -LY 1.15" x 12" LVL BEAM NAILED � TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. 2 411 3( II 4511 `� V) M5TA30 5TRAP5. WINDOW CALL—OUTS FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT z a J cu EACH END WITH (1) SIMPSON L5TA12 STRAP. 6L' CoLL • (D 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W mro LJ 'C'I 6.o ro^ = 2411 O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. � 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 1 3060 5H 4060 5H �c G.G. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, Lu Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 0MANUFAGTURER AND 5PECIFICATION5. REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, C45EMENT- C5MT, OR FIXED GLA55- RG) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.CR - 6TH EDITION (2011). c r eQ� 2180". .>r REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN510NS L czu- N = I I� I 2x4 -- v FRAME WALL I 6-0x6-8 BI PA55 BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. m p FLUSH FRAME TO FURRING BELOW 1 2-6x6.8 F3 9'_011 GLG, IS CPT. I TILE 2x 2x4 FRAME FRAME 9_� _- WALL WALL 2 - 3050 5H. HD. At T-8" FLUSH FRAME O TO FURRING BELOW j� LOFT BEDROOM 3 L11'-0"x14'-4" 12'-6"x11'-0" OPEN TO 9'-0" FLAT CLG. 9'-0" FLAT CLG. BELOW N ULT 1 42" H. 36" H. 42" H, 9 0 u, I RAILING RAILING RAILING GLG.? a I CHASE " 9'-0 STAND METAL (���CLG, D R DO 2-46-8 — — = R/5 — LEl O. z 5-0x6-8 r —\_42" H. 2-6x6-8 PROVIDE 5I-PA55 IN u w RAILING PAN AND DRAIN a a 9 011 UNDER A.N.U. 2-84-8 CLG. L — J LOUVER DR BEDROOM 4 U 0 13'-6"x11'-0" W.G. )0.1 BATH 3a' 9'-0" FLAT CLG. CLG.Lu BATH 2 CLG. LAV. 2030 7EM 5H. PROVIDE 24" H. METAL 3050 5H. t HD. APAN AND DRAIN STAND 01HD, AT 1' 8" UNDER A.N.U. * EGRE55 � 11.011 a �Q �o I REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS I UPPER FLOOR 5TRUCTURAL- LEGEND 0 - PROVIDE (3) 2x4 5TUD5 W/ (1) 51MR50N HTT4 x �o CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (1)51MP5ON HTT4 • 6 CONNECTORS AT BASE. PROVIDE 2 -1 -LY 1.15" x 12" LVL BEAM NAILED � TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE 1 �cM JACK -STUDS AT EACH END WITH (2) 51MP50N M5TA30 5TRAP5. 10 - PROVIDE 2 -PLY 2x12 NO, 2 5YP BEAM W/ 1/2" 05B FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT z a J cu EACH END WITH (1) SIMPSON L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x612 SYP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N L5TA12 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION �e IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F,5,CR. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2080 PER F5.C.R - 6TH EDITION (2011) 83122 UPPER FLOOR PLAN NOTES GARAGE RIGHT x �o .. Y 'z r 0 0;�� Z • 6 FST. 1994 �_�_�.- WINDOW FALL PROTECTION �e IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F,5,CR. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2080 PER F5.C.R - 6TH EDITION (2011) 83122 UPPER FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION x �o DAVIS BEWS DESIGN GAOVP C to 00 FST. 1994 �_�_�.- 0 � 1 �cM ` z a J cu 6L' CoLL • 00 :2'r) .0 N 03 c 0 mro LJ 'C'I 6.o ro^ 10 0 ZN�v • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION r116 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 O m0 me z� O =O a� O oQ 2582 , • TITLE • UPPER FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GAOVP 150 STATE STREET FAST OLDShiAR, flARIDA 39677 813.9zs .1300 Tr::L 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER FST. 1994 �_�_�.- r116 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 O m0 me z� O =O a� O oQ 2582 , • TITLE • UPPER FLOOR PLAN NOTES DETAILS REFER TO SHEET 251 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" - I'-011 GARAGE RIGHT JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION • X ro DAVIS BEWS DESIGN GROVP C r0 O EST. 1994 z O J0 LJ) J co I O � � Or'n r�i > > J N (h l.') 60 • 00 .�!0'0^ Co LL3�E0� .x Lco C4 —J. - Q 00 Sc� z It ei JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION IN ��� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P. E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W Y O DAVIS BEWS DESIGN GROVP 150 STATE STREET HAST OL DSMAR, R XMA 34677 813.925.1300 TE:L 813.925.1800 FAX W W W.DAVISBEWSZOM TAMPA • DEIVVF.R EST. 1994 IN ��� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P. E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W Y O O O >m O z m O O � � O 2582 •TI TLE • UPPER FLOOR PLAN DIMENSIONS SHEET 2B2 ON � O >m O � 2582 •TI TLE • UPPER FLOOR PLAN DIMENSIONS SHEET 2B2 I I 4:12 ,Ii I I I b:12 I ------- ---------- 6:12 4 �t �- I -A I 1 I � I �e LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. REFER TO SHEET 3G FOR ROOF PLAN W/ OPT. SECOND SUITE UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ, FT. 1 I X 144 = 703 SQ. IN, 6:12 612 I HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 I _ HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. I I I I I I -11/2" THICK SAND FINISH KEYSTONE - (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING ,l o W w a x= LV r m 3/411 THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FIN15H BANDING AN SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103,12,40 ASTM C 926. !4A:) ROOF PLAN SCALE: 1/8" = 1'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-011 612 Q6 12 HINGLE 12 Q6 SHINGLE 6� ROOF PLT. HT. _ _ _ _ _ PLT. HT. % _TEMP. _ /STUCCO 9 /STUCCO «, FINISH � * av FINISH 7 SHINGLE ,/ 12 6 ROOF LSHINGLE SECOND F.F. LINE _ SECOND FF. LINE _ SECOND FF. LINE_ g" Q6 ROOF — SECOND FF. LINE -- _ CO TOM. O.M. T. _ /TEXTURED /TEXTURED FINISH7 FINISH 7 6' / �l CID MAIN FF. LINE _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE -GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/6" - I'-0" 9 ZIP GIRDER 6 12 - TRUSS ROOF rRU5SE5 (T 24" O.G. ITYPiGAU-- 2 CAR GARAGE �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.C.R - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 6TH EDITION (2011) 8392 ;c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM(, yy 2 12 6 '❑-1 LSHINGLE 12 6 ROOF6D -- SHINGLE =LT. HT..- ROOF PLT. HT. 1 11 5TU000 �-STU000 =1NI5H r F.G. F.G. * FINISN7 12 r SECOND FF. LINE 4� SHINGLE 8" _SECOND FF. LINE T.OM. ROOF --- _ T.OM. _ 01 TEXTURED - TEXTURED FIN15H FIN15H 00 � MAIN FF. LINE GRADE LINE- '--GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION, SCALE: 1/8" - 1'-011 12 GIRDER TRU55 ROOF TRUE AT 24" O.C. (TYPICAL) 12 Q6 GIRDER �,� ❑ TRU55 2 -STORY VOLUME nn GATHERING EF PLT. HT. _ 411 BANDING -- (TYP.) 1'-4" W. x 54" H DECORATIVE 6, FIXED SHUTTERS _ T 4" BANDING (TYR) SECOND F.F. LINE T.OM. 8" BANDING --- 411 BANDING TEXTURED `f FINISH MAIN FF. LINE _ GRADE LINE (ASSUMED) SCALE: 1/8" - I'-0" G.G. VERIFY ALUMINUM OVER 24 5U5-FA5CIA (TYPICAL) -� /-SHINGLE ROOF 7 I❑ 6 CONC, LANAI LINTEL /HINGLE ROOF 7 1TUCCO 16TUCCO FINISH FINISH 6 1❑ 5HINGLE 6 I❑ 2 12 LSHINGLE D6 ROOF 7 ROOF 611 BANDING E E F-1 El [71 [71 E I I [71171 ❑ [71 [711:1 LI I p i I ❑ ❑ ❑ E [71 [71 ElFIE [;E [7E E]E[❑ 4" BANDING - DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED 5AND FINISH FRONT ELEVATION SCALE: 11411 _ 1'-0'1 PLT. HT. .4-4" W, X 5-011 H. DECORATIVE FIXED SHUTTERS cA °' c Oo SECOND FF. LINE T.O.M. 811 BANDING COACH LIGHT TEXTURED FINISH MAIN F.F. LINE GRADE LINE (ASSUMED) 12 6 C� Q6 LSHINGLE 12 ROOF 12 2j6 SHINGLE 6 ROOF PLT. HT_ _ _ - _ _ PLT. HT_ m / STUCCO /5TUCCO LSTUGC FINISH FIN15H FIN15H 1212 6❑' LSHINGLE ROOF LE �4 % SECOND FF. LINE_ — ROOF/ 811 SECOND F.F. LINE 8" _ `A TOM. 2 0 /TEXTURED /TEXTURED e --TEXTURED /TEXTURED FINISH 7 FINISH 7 v, FINISH 7 FINISH 7 �; MAIN F.F. LINE �l �_l _ _ �l - - - �l - - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - 14" SECOND F.F. LINE MAIN FF. LINE _, GRADE �� (ASSUMED) INCLUDED ELEVATION GARAGE RIGHT I I DAVIS BEWS DESIGN GROUP x 2 w I '= i I I 'L I I I I I �� 6:12 -------------------- L > > J N L ` °aLL• 0 0 I 0� co o I I LLkv 15 I = 6:12 VENT REQUIREMENTS 1 r -I L,, a I ( � 1 VENTILATION CALCULATIONS i --------- 612 I 6_12 1 ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I I -11/2" THICK SAND FINISH KEYSTONE - (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING ,l o W w a x= LV r m 3/411 THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FIN15H BANDING AN SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103,12,40 ASTM C 926. !4A:) ROOF PLAN SCALE: 1/8" = 1'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-011 612 Q6 12 HINGLE 12 Q6 SHINGLE 6� ROOF PLT. HT. _ _ _ _ _ PLT. HT. % _TEMP. _ /STUCCO 9 /STUCCO «, FINISH � * av FINISH 7 SHINGLE ,/ 12 6 ROOF LSHINGLE SECOND F.F. LINE _ SECOND FF. LINE _ SECOND FF. LINE_ g" Q6 ROOF — SECOND FF. LINE -- _ CO TOM. O.M. T. _ /TEXTURED /TEXTURED FINISH7 FINISH 7 6' / �l CID MAIN FF. LINE _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE -GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/6" - I'-0" 9 ZIP GIRDER 6 12 - TRUSS ROOF rRU5SE5 (T 24" O.G. ITYPiGAU-- 2 CAR GARAGE �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.C.R - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 6TH EDITION (2011) 8392 ;c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM(, yy 2 12 6 '❑-1 LSHINGLE 12 6 ROOF6D -- SHINGLE =LT. HT..- ROOF PLT. HT. 1 11 5TU000 �-STU000 =1NI5H r F.G. F.G. * FINISN7 12 r SECOND FF. LINE 4� SHINGLE 8" _SECOND FF. LINE T.OM. ROOF --- _ T.OM. _ 01 TEXTURED - TEXTURED FIN15H FIN15H 00 � MAIN FF. LINE GRADE LINE- '--GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION, SCALE: 1/8" - 1'-011 12 GIRDER TRU55 ROOF TRUE AT 24" O.C. (TYPICAL) 12 Q6 GIRDER �,� ❑ TRU55 2 -STORY VOLUME nn GATHERING EF PLT. HT. _ 411 BANDING -- (TYP.) 1'-4" W. x 54" H DECORATIVE 6, FIXED SHUTTERS _ T 4" BANDING (TYR) SECOND F.F. LINE T.OM. 8" BANDING --- 411 BANDING TEXTURED `f FINISH MAIN FF. LINE _ GRADE LINE (ASSUMED) SCALE: 1/8" - I'-0" G.G. VERIFY ALUMINUM OVER 24 5U5-FA5CIA (TYPICAL) -� /-SHINGLE ROOF 7 I❑ 6 CONC, LANAI LINTEL /HINGLE ROOF 7 1TUCCO 16TUCCO FINISH FINISH 6 1❑ 5HINGLE 6 I❑ 2 12 LSHINGLE D6 ROOF 7 ROOF 611 BANDING E E F-1 El [71 [71 E I I [71171 ❑ [71 [711:1 LI I p i I ❑ ❑ ❑ E [71 [71 ElFIE [;E [7E E]E[❑ 4" BANDING - DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED 5AND FINISH FRONT ELEVATION SCALE: 11411 _ 1'-0'1 PLT. HT. .4-4" W, X 5-011 H. DECORATIVE FIXED SHUTTERS cA °' c Oo SECOND FF. LINE T.O.M. 811 BANDING COACH LIGHT TEXTURED FINISH MAIN F.F. LINE GRADE LINE (ASSUMED) 12 6 C� Q6 LSHINGLE 12 ROOF 12 2j6 SHINGLE 6 ROOF PLT. HT_ _ _ - _ _ PLT. HT_ m / STUCCO /5TUCCO LSTUGC FINISH FIN15H FIN15H 1212 6❑' LSHINGLE ROOF LE �4 % SECOND FF. LINE_ — ROOF/ 811 SECOND F.F. LINE 8" _ `A TOM. 2 0 /TEXTURED /TEXTURED e --TEXTURED /TEXTURED FINISH 7 FINISH 7 v, FINISH 7 FINISH 7 �; MAIN F.F. LINE �l �_l _ _ �l - - - �l - - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - 14" SECOND F.F. LINE MAIN FF. LINE _, GRADE �� (ASSUMED) INCLUDED ELEVATION GARAGE RIGHT DAVIS BEWS DESIGN GROUP x 2 w I '= U r o o lQ I I JccoN I I �� 6:12 -------------------- L > > J N L ` °aLL• 0 0 0� co LOWER ROOF I LLkv 15 N G J 0 IS5O I VENT REQUIREMENTS r -I L,, a 1 VENTILATION CALCULATIONS --------- 612 6_12 1 ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I X 144 = 254 SQ. IN. TYP. 1 1 HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. OVERHANG I I # UPPER 2/3 ROOF VENTS REQUIRED =1 I AT NP AT P) I y I HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. I I ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. I I I I I 1 1 I I I I I -11/2" THICK SAND FINISH KEYSTONE - (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING ,l o W w a x= LV r m 3/411 THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FIN15H BANDING AN SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103,12,40 ASTM C 926. !4A:) ROOF PLAN SCALE: 1/8" = 1'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-011 612 Q6 12 HINGLE 12 Q6 SHINGLE 6� ROOF PLT. HT. _ _ _ _ _ PLT. HT. % _TEMP. _ /STUCCO 9 /STUCCO «, FINISH � * av FINISH 7 SHINGLE ,/ 12 6 ROOF LSHINGLE SECOND F.F. LINE _ SECOND FF. LINE _ SECOND FF. LINE_ g" Q6 ROOF — SECOND FF. LINE -- _ CO TOM. O.M. T. _ /TEXTURED /TEXTURED FINISH7 FINISH 7 6' / �l CID MAIN FF. LINE _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE -GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/6" - I'-0" 9 ZIP GIRDER 6 12 - TRUSS ROOF rRU5SE5 (T 24" O.G. ITYPiGAU-- 2 CAR GARAGE �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.C.R - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 6TH EDITION (2011) 8392 ;c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM(, yy 2 12 6 '❑-1 LSHINGLE 12 6 ROOF6D -- SHINGLE =LT. HT..- ROOF PLT. HT. 1 11 5TU000 �-STU000 =1NI5H r F.G. F.G. * FINISN7 12 r SECOND FF. LINE 4� SHINGLE 8" _SECOND FF. LINE T.OM. ROOF --- _ T.OM. _ 01 TEXTURED - TEXTURED FIN15H FIN15H 00 � MAIN FF. LINE GRADE LINE- '--GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION, SCALE: 1/8" - 1'-011 12 GIRDER TRU55 ROOF TRUE AT 24" O.C. (TYPICAL) 12 Q6 GIRDER �,� ❑ TRU55 2 -STORY VOLUME nn GATHERING EF PLT. HT. _ 411 BANDING -- (TYP.) 1'-4" W. x 54" H DECORATIVE 6, FIXED SHUTTERS _ T 4" BANDING (TYR) SECOND F.F. LINE T.OM. 8" BANDING --- 411 BANDING TEXTURED `f FINISH MAIN FF. LINE _ GRADE LINE (ASSUMED) SCALE: 1/8" - I'-0" G.G. VERIFY ALUMINUM OVER 24 5U5-FA5CIA (TYPICAL) -� /-SHINGLE ROOF 7 I❑ 6 CONC, LANAI LINTEL /HINGLE ROOF 7 1TUCCO 16TUCCO FINISH FINISH 6 1❑ 5HINGLE 6 I❑ 2 12 LSHINGLE D6 ROOF 7 ROOF 611 BANDING E E F-1 El [71 [71 E I I [71171 ❑ [71 [711:1 LI I p i I ❑ ❑ ❑ E [71 [71 ElFIE [;E [7E E]E[❑ 4" BANDING - DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED 5AND FINISH FRONT ELEVATION SCALE: 11411 _ 1'-0'1 PLT. HT. .4-4" W, X 5-011 H. DECORATIVE FIXED SHUTTERS cA °' c Oo SECOND FF. LINE T.O.M. 811 BANDING COACH LIGHT TEXTURED FINISH MAIN F.F. LINE GRADE LINE (ASSUMED) 12 6 C� Q6 LSHINGLE 12 ROOF 12 2j6 SHINGLE 6 ROOF PLT. HT_ _ _ - _ _ PLT. HT_ m / STUCCO /5TUCCO LSTUGC FINISH FIN15H FIN15H 1212 6❑' LSHINGLE ROOF LE �4 % SECOND FF. LINE_ — ROOF/ 811 SECOND F.F. LINE 8" _ `A TOM. 2 0 /TEXTURED /TEXTURED e --TEXTURED /TEXTURED FINISH 7 FINISH 7 v, FINISH 7 FINISH 7 �; MAIN F.F. LINE �l �_l _ _ �l - - - �l - - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - 14" SECOND F.F. LINE MAIN FF. LINE _, GRADE �� (ASSUMED) INCLUDED ELEVATION GARAGE RIGHT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION DAVIS BEWS DESIGN GROUP x 2 w 150 STATE STREET EAST OIASMAR, MORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBE%V&COM '= U r o o lQ O JccoN N I �N�M L > > J N L ` °aLL• 0 0 0� co I LLkv 15 N G J 0 IS5O T 00 z c1j It • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 a PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (20171. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W Y O O Z m O O o°�C � O a,°C � O H � OO <- 2582 , • TI TLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OIASMAR, MORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBE%V&COM TAMPA • DENVER -—-;;a EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 a PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (20171. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W Y O O Z m O O o°�C � O a,°C � O H � OO <- 2582 , • TI TLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • • SHEET • xo BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ""7 MATERIAL PER NATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. ZRICANE STRAP PER DF FRAMING PLAN � BRG. HGT. JM. DRIP EDGE FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR 7" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" / 15/32 O.S,B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING AND DECK FLASHING. EXTERIOR FINISH L PER BUILDER -7 WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS jk SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY gPF' TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING --� WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B FOR OPTIONS) \5� 150 STATE STREET EAST o>.os>►�n1t, aolzmn �n 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER. Lo 0 J 0p� WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE i FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. TRIM BOARD TUCCO "J" MOLD HEATHING TEXTURED CEMENT PLASTER FINISH 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • JOB NUMBER 2 7002. 000 • CAD FILE NAME FL ISSUED 01-05-18 REVISEDV) DAVISEWS DAVIS BEWS DESIGN GROUP x 0 w 150 STATE STREET EAST o>.os>►�n1t, aolzmn �n 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER. Lo 0 J 0 Lo _j co V/ O's V L � Oo�M• 00 :26 0-j CO `LY ro� Z J * 0 00CCron ZNGa • JOB NUMBER 2 7002. 000 • CAD FILE NAME FL ISSUED 01-05-18 REVISEDV) • TITLE • FLASHING DETAILS • SHEET • DAVISEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST o>.os>►�n1t, aolzmn �n 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER. FST. 1994 • TITLE • FLASHING DETAILS • SHEET • ' EATH I NG XTURE IISH COAT OWN COAT RATCH COAT LF -FURRING LATH 10 LAYERS WRB =EP SCREED RMINATE SELF IHESIVE FLASHING LOWER NOSE OF W.W.S. :LF ADHESIVE ASHING kSONRY BLOCK 4LL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WEATHER RESISTIVE BARRIER WOOD FRAME --� EXTERIOR CONSTR. FLASHING PER SELF -ADHERED EXTER. WALL FINISH FLASHING BY 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF LAPPING DOWN SPECIFICATIONS OVER RIM JOIST AND UP WALL BY 6 IN. LIQUID NAIL BRAND OR EQUAL SEAL TOPS OF ----- JOISTS UNDER WEATHER PROOF CAULKING DECKING (SEE LETTER ON CHEMICAL / DETAIL WP07) BEAUTY STRIP ROOF DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER,' I'L,,-, FLASHING M�Ns° DRIP EDGE FASCIA / \I SELF -ADHERED FLASHING aNGE FIGURE 1: FLASHING INSTALLATION SECTION -A (SEE v DETAIL WP02) / O SELF -ADHERED`' FLASHING'`� O SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" EXTERIOR TEXTURED, PAINTED FLASHING PER SHEATHING EXTER. WALL FINISH EXTERIOR SHEATHING --�� 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF INSTALL SELF -ADHERED FLASHING JAMB & HEAD SPECIFICATIONS DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE REFER TO TECHNICAL / WEATHER PROOF CAULKING DETAIL WP01) LETTER ON CHEMICAL / ALL LEVEL VALLEY - VERTICAL WALL BEAUTY STRIP ROOF COMPATIBILITY LOCATIONS) AT ENTRY SELF -ADHERED FLASHING ° / SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" / VERTICALLY FROM a BOTTOM OF THRESHOLD DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER,' I'L,,-, FLASHING M�Ns° DRIP EDGE FASCIA / \I SELF -ADHERED FLASHING aNGE FIGURE 1: FLASHING INSTALLATION SECTION -A (SEE v DETAIL WP02) / O SELF -ADHERED`' FLASHING'`� O SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" RUBBERIZED RUBBERIZED ASPHALT TEXTURED, PAINTED FLASHING PER THROUGH SELF -ADHERED EXTER. WALL FINISH MANUFACTURES SELF -ADHERED FLASHING r0 UJO0O SPECIFICATIONS ROOF CRICKET: SCORED MIN: 3:12 SLOPE PLASTER STOP CRICKETAS (REQUIRED AT (BEFORE FOLDING, SCORE SPECIFIED ALL LEVEL VALLEY - VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FLASHING W/ TAR M5 0_j EO CONT. GALV. "L„ LJ*tof0 �h FLASHING PER 0020 Z 04 MANUFACTURES SPECIFICATIONS \ / OVER ROOF TAR ROOF MATERIAL PER SHINGLES WI ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS r COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. \` PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF - SHINGLE OVER TEXTURED, PAINTED EXTERIOR WALL FINISH v� HOLD EXTERIOR FINISH 2 ABOVE 1% A A I ROOF ................. FLASHING 'A nx; - 'h. ------- - --- .. CAULKING - - 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6 GALV.'L' FLASHING TYPICAL. ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT ni i-.nr n) D FLASHING ER H SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED x cd w FLASHING SELF -ADHERED FLASHING r0 UJO0O 0 SCORED RELEAS E PAPER "-- (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE N . � j J N ADHESIVE AS SHOWN) L ooh.. SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT THING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR LE PER SHINGLE CONTRACT r " METAL DRIP EDGE TO L9y BE UNDER TyRF,�syzti ' UNDERLAYMENT AT <F�s RO -s ° ROOF EAVES T O O ` �2„ �y"tic L'I'sy R poF VM�pEc� O Np�R�PNS \ A ENp�PP TYPICAL ROOF TO 00VFtSE UVRsg OVR5E `� WALL FLASHING DETAIL �' 'o 5�N 4�"C, 3Rp� co`'R5� SSE _ ZNp Gp RAKE METAL DRIP EDGE TO BE OVER =_=_=-_ --_ ` ,'.. 5 28" ,:` _ ::. EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / \ \ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP f -%C TLJC 1AICCD (Zr'`C?�r_:r) 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE iUBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING I DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED V BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH ADHERED FLASHING FLASHING DETAILS FREWSED 27002.000 ME FL 01-05-18 • • x cd w 150 STATE STREET EAST OLDSMAR, FLORIDA 34577 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER ro r0 UJO0O 0 JmhW MM Y/ 0c'nCco N . � j J N ` L ooh.. 00�U10 M5 0_j EO `LYroO LJ*tof0 �h 4J 0020 Z 04 FREWSED 27002.000 ME FL 01-05-18 • • TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34577 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER EST. 1994 • TITLE • FLASHING DETAILS ELECTfRICAL <F*' • � 0 DUPLEX CONVENIENCE OUTLET x M w DUPLEX OUTLET ABOVE COUNTER I GF.I. Kw.P. WEATHERPROOF DUPLEX OUTLET o� O `l GROUND FAULT INTERRUPTER DUPLEX OUTLET O I$ HALF -SWITCHED DUPLEX OUTLET _j co SPECIAL PURPOSE OUTLET 51 DUPLEX OUTLET IN FLOOR m 220 VOLT OUTLET WALL SWITCH 0c=0 C 13 THREE-WAY SWITCH / 14 FOUR-WAY SWITCH N :- >_jJN $ D DIMMER SWITCH – CEILING MOUNTED INCANDESCENT LIGHT FIXTURE L • WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0. RECESSED INCANDESCENT LIGHT FIXTURE 1 LIGHT FIXTURE WITH PULL CHAIN KITCHENAT TRACK LIGHT 32" FLUORESCENT LIGHT FIXTURE g EXHAUST FAN FLY 0 W EXHAUST FMIL.IGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) t . f0 ® CHIMES (OPTIONAL) O Ei PUSHBUTTON SWITCH (OPTIONAL) ooro� zN2ov ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) QQ THERMOSTAT ELECTRIC METER s ELECTRIC PANEL � DISCONNECT SWITCH � – – _ – � � – – f2) W� I I I k ® SPEAKER (OPTIONAL) I ` ROUGH -IN FOR OPT, CEILING FAN I J A/ (2) a/ A/C I I DISCONN.I I ----J I ----J cW//> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE L v ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHEW16E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING: HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL gQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120v RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 16 THE RESPONS151LITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFFA 10, N.E.C. 2014, F.BLR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING: IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. i STD. LIGHT OPT. FAN </ J LANAI GATHERING ROOM W/ FAN � OPT. / WALL MOUNT W.P. AT 8'-8" GF.i. CM D / I ROUGH -IN FOR OPT. / FANLIGHT I OWNER'S SUITE I M OWNER'S BATH MAIN DISCONNECT - COMBO - SQUARE D REFER TO FLOOR – PLAN FOR NOTED AMPS, REQUIRED UNDERSROUND — SERVICE BY POWER COMPANY UP TO FAN/ LIGHT i II I W.P. HORIZ. MAKE-UP LIGHT 4/0 ALU. CABLE OF WINDOWS I PENDANT \ (VERIFY LOCATION) DINING �0 CM 1 ROUGH -IN FOR On J FAN/LIGHT STUDY METERLLJ A/C DISC. TYP. h4 AND M2 COPPER TO MAIN DISC. INSIDE LIGHTS AND OUTLETS PANEL '10 COPPER TO WATER NEATER 08 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL. ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MICROWAVE OUTLET +14" �T FOYER PENDANT (VERIFY I xr LOCATION) 1 • � I�I x M w _ I GF.I. G.F.I.`" o� GF .1. O -.I �'I I I l Eo _j co I 51 I m G.C. VERIFY: LOCATION 0c=0 C a / OF DISPOSAL SWITCH AND GRI. OUTLET N :- >_jJN – / UNDER SINK aGF.I. L • O 00 1 KITCHENAT � 32" 0,10 � FLY 0 W �T FOYER PENDANT (VERIFY I xr LOCATION) 1 • � I�I x M w _ 150 STATE STR.EEr EAST OLD6MM;, FLORIDA W77 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • EDE s VElt. o� O 0 _j co z m O 0c=0 C O am N :- >_jJN � L • O 00 1 I G.F.I. AT 48" W.P. G.F.I. FOR T.U.G. SERVICE ELEC. 200 AMP PANEL I 2 CAR GARAGE PUSHBUTTON FOR GD. OPENER PORCH 10 GF.I. WF. --------moi I I I I L – _. – G.F.I.Lu qp AT 48" GF.I. AT 4811 COACH LIGHT COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION • x M w DAVIS BEWS DESIGN GROUP 150 STATE STR.EEr EAST OLD6MM;, FLORIDA W77 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • EDE s VElt. o� O 0 _j co z m O 0c=0 C O am N :- >_jJN � L • O 00 1 � 0-' Coo 0,10 � FLY 0 W t . f0 O �+ ooro� zN2ov Lv__ • JOB NUMBER 26140.05 • CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION w Y DAVIS BEWS DESIGN GROUP 150 STATE STR.EEr EAST OLD6MM;, FLORIDA W77 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • EDE s VElt. -- -�= FST. 1994 F, --- w Y O O z m O V) O p=Mq � � O � 0,10 � O Lv__ 2582 • TI TLE • MAIN FLOOR ELEC. PLAN *FSHEET • ELEC I fRICAL <E�- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �aP WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN .� TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN ( EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERlOSTAT ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL.) c� ROUGH -IN FOR OPT. CEILING FAN G J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT, CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: - SWITCHES ... LOORSWITCHES.... 42" OUTLET$ ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISIOR ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, WOOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AV 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA.10, N.E.C. 2014, FB.CR. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -MING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. LIGHT -UP GARAGE RIGHTU. 4B • 01 JOB NUMBER 26140.05 CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION 2582 YDA- MI S ..BEW� S DESIGN GROUP 00 STATE STREET FA S T olosnAtFl-otroA 346778139251300TEL 8139251800FAX WWW.DAVISBEWS.COM TAMPA •DENVER EST 1994 OOO (of) lommommoi OOO veO � • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN_ • SHEET • x w C U T o IQ O , 2 N M N > i J N Lon i5 g 0 • 0 0 0'0 N INNIN0 -j cO 1 Y O) icy 0 m y T0 0OCC�0 Z co G It • 01 JOB NUMBER 26140.05 CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION 2582 YDA- MI S ..BEW� S DESIGN GROUP 00 STATE STREET FA S T olosnAtFl-otroA 346778139251300TEL 8139251800FAX WWW.DAVISBEWS.COM TAMPA •DENVER EST 1994 OOO (of) lommommoi OOO veO � • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN_ • SHEET • YDA- MI S ..BEW� S DESIGN GROUP 00 STATE STREET FA S T olosnAtFl-otroA 346778139251300TEL 8139251800FAX WWW.DAVISBEWS.COM TAMPA •DENVER EST 1994 OOO (of) lommommoi OOO veO � • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN_ • SHEET • 1;'-r 141-411 FLOOR TRUSSES ROOF TRUSSES_ FRAMING FASTENER CAPACITY LEGEND 01 51MP50N MT5Mi6, 20 - (1)10d w/ (4)1/4" x 2 I/4" TITEN (TYP. 12 SIMPSON PIC - (8) 8d X 1 1/2" (TYP. 5YP FRAME) FRAME TO MASONRY) x co w SIMPSON META18-40 - (1)10d x I-1/2" (TYP. FRAME TO MASONRY) 13 SIMPSON MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME C ALL-AROUND) O 51MP50N M5TAM24 - (5)10d w/ (5)1/4" x 2 1/4" TITEN (TYP. 14 SIMPSON L5TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) _. 0 SIMPSON LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 15 SIMPSON HT520 - (24) l0d 11/2" or (20)10d (TYP. 5YP FRAME TO MAS/FRM ALL-AROUND) FRAME ALL-AROUND) O SIMPSON HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO Ido SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) co 5IMP50N HTT4 - (1) 5/8" dia. A$. + IS-I6d BOLT IN SIMPSON SET ® 17 (2) 6IMP50N MT513 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.5.5" (MIN.) INTO CONCRETE OR MA50NRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) _ 18 (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O5IMP50N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY KO. BLOCK SET IN SIMPSON SET EPDXY. (TYP 2 -PLY 19 SIMPSON 5T6224 - (28) Ibd (TYP. FRAME TO FRAME ALL-AROUND) TRUSS HEEL TO MASONRY) (39651) co 3'a LL - SIMPSON MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" z m (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN 5IMP50N SET EPDXY, TO FRAME) ® 51MP60N M5TAM 36 - (4)1/4 x 2 I/4" TITEN TO BLOCK AND 1-10d 21 (4) 5IMP50N HT620 - (24)10d 11/2" AT EA. STRAP (TYP. SYP FRAME TO FRAME TO FRAME ALL-AROUND) ® SIMPSON LGT3-5D5 2.5 (12) -5[)51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 I iL-.X W (TYP. FOR 3 -PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES _ 9 IMP50N HTT5 - (1) 5/8" DIA. A$.+ 26-I6d BOLT IN 5IMFI50N SET rJ*f0 Gin `-'EPDXY. EMBED A.B, 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 2q SIMPSON HT5MI6 - (8)10d w/ (4)1/42 1/4 TITEN (TYP. SYR FRAME TO MASONRY K0. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) CM.U. ALL-AROUND) Im SIMPSON HGT-2 (2 pig member) -(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 SIMPSON M5TCM40 W/ (14)-I6d SINKERS AND (10) 4" x 2 4' TITEN INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET SCREWS EPDXY, (TYP 5.Y,P. FRAME TO MASONRY) SIMPSON M5TCM60 W/ (26)-I6d 51NKER5 AND (14) x 2 #" TITEN (D 5IMP50N 1-6T-3 (3 ply member) - (2) 3/4"DIA, A.B.+ (16) 10d EMBED 26 5CREW5 A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET EPDXY. (TYP 5YP. FRAME TO MASONRY) NOTES: I. TRU55E6 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRI85 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE A5 PER SIMPSON STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF, FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUS5 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TR155 COMPONENT DE516N SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 DESIGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'5 INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTHERUI5E: I: ALL ONE STORY MASONRY TO TRUS5 CONNECTIONS TO BE 5IMP50N META20 (AT EACH TRUSS) W1 (1)10d x 1-1/2" (UN.O,) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N HETA20 l32" O.C. MAX. W/ (9)10d x 1-112" (,,SEE STRUCTURAL SHEETS FOR ADDITIONAL 5TRAPPING REQUIRE[),,) (UN.O.) 3. ALL FRAME TO TRU65 CONNECTIONS TO BE 5IMP50N H104 W/ (16)10d x 1-1/2" OR 51MP60N HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 51MRSON M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR LEDGER5 (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (16" D.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUG28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD (1611 O.G. MAX.) W/ 51MRSON HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN, OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 516TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD Oro" O.G. MAX.) W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D. HU/HUG28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 1011316 INCLUDED ELEVATION TRUSS STRAPPING PLANS • JOB NUMBER 26140.05 - CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION , x co w Or C O �o o : 0 J c) 1 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 N2 co 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTIONA301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER .m co a� 6J O ` co 3'a LL - 0 0 0` n � U� n zLn EO 3�E0-1 I iL-.X W rJ*f0 Gin CFN O 0o z C4 I • JOB NUMBER 26140.05 - CAD FILE NAME LOT 49 ISSUED 08-13-18 REVISION 1 2582 • TITLE - TRUSS STRAPPING PLAN • SHEETTR - , Or ltz� : VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTIONA301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O O O zLn laaaamallO O CFN O >= oQ 1 2582 • TITLE - TRUSS STRAPPING PLAN • SHEETTR - GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 7/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL" A5 PER DETAIL 0/52. PRE-ENGINEERED WOOD P O UCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS 6 THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUBSES TO BE HANDLED 4 INSTALLED USING MOST RECENT &CSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CA&TCRETE LINTEL& AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED P ODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED •• BY THE SEALED PLANS. NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR A5 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 1@ 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT A5 GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE SHOT BOR 5Y5TT OE ALOCATIONS WHERE TM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.G. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED •• ATDLOCATIONSOD ERE MAYBE FLEOOR ALONG STEM BE OW THE GUARDRAI RIS PARALDINTO THE LEL TO THE GUARDRAIL,TICAL BTHE 500 OM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SD825600 SCREWS AT 8" O.G. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16 OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE B OTTOM OF THE FLOOROOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH 51MP6ON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM A 0VE GARAGE ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID GORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • •• R904.5.1 NAILS: NAILS SHALL BECORROSION-RESISTANT NALIS CONFORMING TO ASTM 1=166-1 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TAS114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 5P005 • FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS -a 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS a 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE • FOE FOR HAVE EBEEN51ZEFOR THE BFBRICK D P R FOUNDATIONS ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCT& 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE CACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/46CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE--1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. I. -I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2, DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD I PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF 45 PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIF`' SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi -s 2,5 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM 4615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5L55/CUYD). 4.5. LAP SPLICES 4 NOOKS SEE TABLE, 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES CACI 530RA5CE 6/TM5 (o02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN. 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 11900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6, COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1 CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 546, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED 6 BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. *2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED a 16" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 e MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CGA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-5.11 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6. 6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24'' O.CJ. (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, x/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: x/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.7 ALL NAILING; 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.a ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING -1116" APA RATED SHEATHING TO ONE SIDE WITH NAILING; PATTERN PER '0752, ATTACH TO SLAB WITH 1/2" DIA. x lm" A.B. 6 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D625600 6 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE e 24" O.C. AS PER DETAIL 'F752. BLOCKING DEFINED (THE FOLLOWING 5HALL AFFLY .N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. THIS NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATN15E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINT5 MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR BUGK ATTACHMENT FOLLOWIN3 SHALL APPLY JO. • IF lx - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS 6 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLO N PPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWIj SHALL APPLY UNQ • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL NAVE A MINIMUM EMBEDMENT OF l" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. A. SPECIFICATION FOR LANDINGS &STAIR CONSTRUCTION =s'w .v (THE FOLLOWING SHALL APPLY U.N.O.) TO ENGINEER PRIOR TO 5TARTIN(5 ANY • ALL STRINGERS TO BE 2-2X12 *2 5YP. i %�'•.• • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. RETURNED UPON COMPLETION OF THE • STRINGERSY A WALL 5HALL BE ATTACHED: DA CONTRACT ONLY. ANY CHANGES TO THESE IPARALLEL"D •• MASONRY CONG. WITHDIA X Y APGONST a" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• WOOD WITH (4) 0.131 X 32'" NAILS AT EA. STUD MIN. (16" O.G. MAX) ENGINEERING, LLC, OR ANY CONSTRUCTION •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS THE EXPRESS APPROVAL OF VORTEX • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR: •• 8 CONC. W/ 4" DIA. X 3" TAPGONS 6 12" O.C. HARMLESS TO ANY LIABILITY, CLAIMS, •• 6 WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. PARTIES IN THE PROJECT. IF BOUND •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. PLANS, THEY SHOULD BE READ CAREFULLY • LANDINGS SHALL BE BUILT AS FOLLOWS: REVISIONS •• JOISTS TO BE 2X8 *2 SYP, MIN. 6 16" O.G. NEW CODE UPDATES •• IF LANDING INCLUDES STRINGER SUPPORT INA BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 SYP WITH 2-2X4 SUPPORT STUDS ATC A NENE). E •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 31" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. REVISIONS •• LEDGERS TO BE 2X8 WITH: ADDED 160 MPH SHEETS ••• (4) 0.131X3" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. REVISIONS ,• STAGGERED NCRETE ATTACHMENT. GEN NOTE REVISED •• 2 ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS6 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. •GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION R312. 0 0NCO 0 Z �zO01 WOVIOWW/ 0 F-=OQa ♦Y Wm CONFLICTS W W O W W O D u N pWO (THE FOLLOWINGLL APPLY U.N.O.) t7 ULTIMATE WIND SPEED (Vult) _ 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN FQOa zog3 NOMINAL WIND SPEED (Volt) _ 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN �u-, W �0�a� LL RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS d z :�: W W J WIND EXPOSURE C SEEM TO CONFLICT WITH THEP15ELVE5, THE CODE, wQa5 W _ fm a�++��i N INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. uM MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER j C9 Ln W z =) en OF RECORD IS PROVIDED RELATING TOA WN 11 COMPONENTS AND CLADDING (ULTIMATE) F- p 000 M �M �r o CONFLICTED ITEM, THAT DIRECTIVE SHALL ZH w O00 0 t9 zLL�a CONTROL. Z ? (vi 0 I� W J V e-1 V 00 LL x Q ROOF @ 10 SOFT + 28.6 - 117.1 PSF G. o a DISCLAIMER O @ 20 SOFT +26.5/-109.1 PSF (THE FOLLOWING SHALL APPLY UN.O.) @ 50 SOFT + 22.3/- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 IN THE 2� @ 100 SOFT + 20.2/- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 5TARTING ANY WORK. WALL @ 10 SOFT + 49.7 /- 66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLESS OF @ 20 SOFT + 46.31- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SOFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY DATE 03 -08 -18 -- @ 100 SOFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SOFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6 /- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9/- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/- 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE F-conterit; Notes Sheet number: 111 142-21.5 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN(5 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0NCO 0 Z �zO01 WOVIOWW/ 0 F-=OQa ♦Y Wm W W W O W W O D u N pWO o n N t7 = iLLMQ O Q rW =Zzz o2oz-ci2z N J w 00 FQOa zog3 j;e�2"Aw =IYQxz , p 0 �u-, W �0�a� LL W J ZW%'WO 3 0 j=u=j LL d z :�: W W J z W y�y� W a a z 129H Z m 1- Q �ws"'mµ+ Q wQa5 W _ fm a�++��i N - $ O uM .J M j C9 Ln W z =) en fi M WN 11 � 00 F- p 000 M �M �r o Lu N 3 Ln ZH w O00 0 t9 zLL�a "W Z ? (vi 0 I� W J V e-1 V 00 LL x Q Q W ZZ 1. 0 G. o a O • 2� • Z to 11� J LQ q) DATE 03 -08 -18 -- SCALE NOTED DRAWN MK/POK JOB F-conterit; Notes Sheet number: 111 142-21.5 PRE- ENGINEERED WOOD TRUSSES e 24" 0/C 12 - UPLIFT CONNECTOR (SEE TRU55 (TYP.) SEE ELEV. SHEET FOR SCHEDULE) SIMPSON 5P2 s EA.STUD 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE d� lm" MIN. GRADE 60 - . K.O. CMU BOND BEND DIAMETER BEAM EMBED AGI -J BEND DIAMETER 5TD. HOOK IN ' BOND BM. "A" IS" *5 BAR VERTICAL WALL REINF. - GROUT CELLS SOLID SEE PLAN ❑p" CII FOR LOCATIONS "3 E e ' LOCATION LAP 25" MIN. 15 CLEAN OUT 4L11/2 91/4 I < EMBED ACI V °e4 •X'••4361:..,232-.-3I1I///212 "" FOOTING ,• . 6 121/2 21 -1/221 3 1/8 1.5 11 3/4 25 1 I 1.5 15 1/2 d A 06 3 3/4 9 a I 30 i e nB rr I "1 43/8 10.5 16 1/2 35 5 1/4" _ 10.5 213/4 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK a 59 i2pm�oz w xPQxzw O O CC 8" 2X4 PT STUDS 16" O.C. OR CRICKET AS FOOTING SEE FOUNDATION (1)2X4 PT STUD 6 24" O.G. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =--- 51MP50N 5PI 6 EA. STUD \--MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 51MP50N META20 6 EA.5TUD MOISTURE BARRIER 811X8"X16" K.O. BLOCK W/I S CON . (005 VERT. IN CONG.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) lm" MIN. GRADE 60 - . K.O. CMU BOND BEND DIAMETER BEAM EMBED AGI -J BEND DIAMETER 5TD. HOOK IN ' BOND BM. "A" IS" *5 BAR VERTICAL WALL REINF. DII GROUT CELLS SOLID SEE PLAN ❑p" CII FOR LOCATIONS "3 "5 DOWELS SEE PLAN FOR 4V1/2 LOCATION LAP 25" MIN. 15 CLEAN OUT 4L11/2 91/4 rA EMBED ACI 0'-0" FINISHED STD. HOOK IN ° FLOOR yd e FOOTING ,• . 2X4 PT STUDS 16" O.C. OR CRICKET AS FOOTING SEE FOUNDATION (1)2X4 PT STUD 6 24" O.G. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =--- 51MP50N 5PI 6 EA. STUD \--MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 51MP50N META20 6 EA.5TUD MOISTURE BARRIER 811X8"X16" K.O. BLOCK W/I S CON . (005 VERT. IN CONG.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR 517E BEND DIAMETER LENGTH LAP 5PLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, "A" IS" CII DII IIA" ❑p" CII IVI "3 11/8 4V1/2 l 15 21/4" 4L11/2 91/4 16 04 2 1/2 6 — 91/2 20 3" 6 121/2 21 'S 3 1/8 1.5 11 3/4 25 3 3/4" 1.5 15 1/2 26 06 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 "1 43/8 10.5 16 1/2 35 5 1/4" _ 10.5 213/4 53 •8 _ _ a 59 i2pm�oz w xPQxzw O O CC 8" 12 243/4 14 -5 _ Q Uj wWZ�a Q g° 1 13.5 1 28 95 PLAN FOR SIZES 4 MORE INFO. d -'�Masonry Wall Reinforced Cell Detail $-1 SCALE: NTS 10" MIN. 8x8 K.O. CUM BOND BEAM _ w/ 1- 05 BAR CONT. PRE-ENGINEERED GONG. LINTEL - — — - — — — w/ 1- 05 BAR CONT. CONNECTORS IN LIEU OF NOT FOR U5E IN THE HVHZ (DADE, BROUJARD) EMBED AGI 5PH4 CONNECTORS SHOWN. Kneewall Above MasonryWall Detail STD. HOOK IN «5 BAR VERTICAL WALL REINF. (4) 10d NAILS INTERIOR LOAD AT 2x8 WALLS USE 5PH8 F INTO DBL BEARING WALL (W/ CONNECTORS IN LIEU OF S'1 SCALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN FLOOR TOP PLATE UPLIFT) 5PH4 CONNECTORS SHOWN. FOR LOCATIONS TRUSS TRUSS BRC. FOR WALLS LARGER THAN Rebar Lap, Embedment & Hook Schedule BRC' 2X8, USE SIMPSON 5P1'5 ONS -1 SCALE: NTS SEE PLAN SEE PLAN EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO NOTE: BOTTOM PLATE 4 51MP5ON DOOR MANUFACTURERS INSTALLATION 15 DOWELS SEE PLAN FOR TCNINCs LEGEND REGARDLESS 5P2'S ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: LOCATION LAP 25" MIN. STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT 2x6 WALLS USE U OF WALL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS 5OLID 2x6 P.T. JAMB UPLIFT CONNECTOR CONNECTORS IN LIEU OF EMBED AGI -CLEAN OUT (SEE PLAN FOR PLANS, WALLS 51MP50N 6PH4 w/ a (SEE TRUSS SHEET SPH4 CONNECTORS SHOWN. 5TD, HOOK IN INTERIOR LOAD SIZE) SYP 2x4 MIN. 12-10d NAILS SEE TRUSS SHEET FOR e NOTE: FOOTING THAT SUPPORT FOR SCHEDULE) AT 2x8 WALLS USE SPH8 BEARING WALL STUDS 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING a NOTWITHSTANDING MANUFACTURERS CONNECTORS IN LIEU OF 40'-0" FINISHED (W/O UPLIFT) EITHER COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. d FLOOR U.N.O. DIRECTLY OR STUD BEARING WALL (SEE DBL. TOP PLATE ll) SIMPSON SPH4 WK12) 10d FOR WALLS LARGER THAN INDIRECTLY GARAGE TO MIN. 4 SHALL BE ATTACHED TO THE y° PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 51MP50N 5P1'5 ON FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. HOUSE WALLS, " EACH SIDE OF STUD TO GARAGE TO ARE 70 BE STUDS 16" O/C U.N.O. A.B. AT 24 O.C. STARTING 9 MAX. I/2" GYP. BOARD 1/2" GYP. BOARD 1/2 DIA. x 8 HOUSE WALLS, INSULATE PER Il �I BUILT A5 I� " 2411 TRACK/BRACKET ��--'� FROM THE SLAB, USE 2" DIA. WASHERS BOTTOM PLATE 4 SIMPSON GALC5/SPECS I/2 DIA. x 8 TITEN HD - 2X S.Y.P. STUDS 5P2'5 ON EACH SIDE OF µ TITEN HD 6 48" INSULATE PER BEARING WALL O.G. FOR A MAX. UPLIFT OF FASTEN PER MANUF. ---� MIN. AT EACH BOLT LOCATION. TRACK 6 16 O.G. O.C. MAX (SEE CALCS/SPECS W/UPLIFT 1500 LBS. ON EACH TRU55 SPECS. ATTACHMENTS TO THE JAMB ARE BY STUD 70 TOP PLATES. FOUNDATION (1) 51MPSON 5PH4 (SEE FOUNDATION PLAN OR U.N.O. MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. U.N.O." PLAN FOR w/ 12-10d NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS e 2'-0" INSULATION OR PER ENERGY N ason Column Lanai/Entr Detail LOCATION OR STUD (STRAP OR EXCEPTIONS) Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCS./SPECS. EXCEPTIO S) NEEDED ONLY S-1 SCALE: NTS DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S-1 SCALE: NTS PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE CONTROL. UN.O. WALL THICKNESS) CONT. 2X PT SOLE PLATE �01-011 m 01_011fDBL 5YP TOP PLATE 9 .. $ 4 ° <d(1) SIMP50N SPH4 W/(12 10 <° - I - 4"GONG. 5LAB. SEE COMMON NAILS EA. STUD "STEEL 5 BAR TRANSITION Q . I_ FOR WOOD FRAME WALL TO FOUND. PLAN FOR N 4 HOOK TYP)TD. ��1 1i K.O. GMU BOND ♦ � i e I I OOTING SEE MASONRY ATTACHMENTS THAT MORE INFO. W BEAM �� ��:••• i FOOTING SEE _ _ _ - FOUNDATION PLAN EL V 0'-0" TOP OF SLAB � � �� �• -III I FOUNDATION PLAN FOR I-1 I I -III FOR SIZES 4 MORE OCCUR -s A LINTEL USE 1/2" x 6" 5P4 6 TOP -- 4 51ZE5 4 MORE INFO. NFO. THREADED ROD SET IN \ Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail 51MP50N SET EPDXY. LLJ z -Y: B S 1 SCALE: NTS - i 0 :�� — SEE FOUND. PLAN ° VERT. WALL REINF. = �(� S-1 Without Uplift SCALE: NTS With Uplift 2 X S.Y.P. STUDS 16 O.G. U.N.O. N FOUNDATION FOOTING EPLA FON R GLEAN 4 COMPACTED SOIL. ��'•••... LOAD BEARING OR SIZES d MORE INFO.5 BAR TRANSITION EXTERIOR WALL 2 X STUD (95% MODIFIED PROCTOR PER ASTM D1557) STEEL ACI 5TD.��� SHINGLE / TILE ROOF - SEE ELEVATION PRE ENGINEERED WD HOOK (TYP) ill 1 PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRu55 24" o.G. 8" C. M. U. Garage Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS. SEE 10° x 1/2" DIA "J" CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV S-1 SCALE: NTS DOCUMENTATION TO INSPECTOR a TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 6 1" X P.T.STUD W/ Uplift INSPECTION. IF SHINGLE IS USED, 2'-0" O.G. (MAX) S VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR METr420 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR P Mason Transition Detail BRNG WALL { TITEN HD TRUSS (4) 10d NAILS INTO S-1 SCALE: NTS ELEVATION VARIES BRG DBL TOP PLATE TOP OF MASONRY TITEN H 48" O.G. IF 2 X P.T. PLATE SEE PLAN E D 5OFFIT/FA5GIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT I/2" GYP. BOARD- d COMPLY WITH FBCR 302.1. SEE I/2" GYP. BD. CEILING UPLIFT, 24" O.C. IF '� '� .�, �- EXTERIOR FINISH TYP. SEE NOTE ON N -I ELEVATION PAGES FOR WITH UPLIFT. ° • (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY PAGE FOR GARAGE SOFFIT/FASGIA DETAIL ° SECURE PLATE W/ 10" 1/2 : � e_ . -- °-°=° -n --- o - - A 11 J Il BOLTS 4 GROUTED < } la I d a d APPLICATION p-- > �°— -a- D. ° D o GRADE d a ° VARIES SEE ROOF PLAN D �: ° — DASHERS m 4'-0" O.C. 2X S.Y.P. STUDS l6"O.C. - - _ _ _ (MAX.) CENTERED ON U.N.O. DRILL 4 EPDXY Ix2 PT NAILER 8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR (U SIMPSON SPH4 ° — IE I I- NOTE: D WALL. (REFER TO FND 4 INTO LINTEL/BOND . MISSING DOWELS: WHERE FOOTING CONT, (MIN LAP : 25") GROUT CELLS TYP, Dd I_ I_ FLR PLN FOR WALL INSULATION OR PER ENERGY OR GIP BEAM DOWELSARE PLACED INCORRECTLY 1/2" DRYWALL 50LID - VERIFY W/ FLOOR PLAN. °D° D e — — THICKNESS) CALCS./SPECS. ABOVE WITH I OR MISTAKENLY ELIMINATED, REPLACE 8"x8" PRECAST CONCRETE LINTEL �' ° o ' ° ° D I I _ MINIMUM DOWEL AT PROPER LOCATION W/ vERT. WALL REINF. ° I= I- CONT. 2X PT 50LE PLATE EMBEDMENT OF 5 GRADE 60 15 BAR. INSTALL IN SLAB EMBED AGI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE "° D ° — — 4"CONC. SLAB. USE 5IMP50N SET <j W/ 5" MINIMUM EMBEDMENT, USE r FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — — — — — I SEE FOUND. PLAN HIGH STRENGTH 51MP50N SET EPDXY. MAXIMUM OF 3 IN BOND BM. 5 BAR —� FOR MORE INFO. EPDXY SIZES 4 MORE INFO. — — — — — — --- I � Y 0' 011 OW 4/OR 10 TOTAL ON A PRECAST GONG 51LL — - __. =1 =1 I- EL TOP OF SLAB INA R CURTAIN NAILER PT d PROJECT WITHOUT WRITTEN APPROVAL. Ix4 WINDOWS 4 S.G.D. - _ - • M1551NG TRU55 ANCHORS: TRUSSES "5 BAR VERT. WALL REINF. CONT. NOTE: TO BOND BEAM. EMBED AGI STD. AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS -` WHICH ARE PLACED SUCH THAT AN HOOK 6" IN BOND BEAM. GROUT USE SPH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE T SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED WINDOW W/ SCREEN w r DRILL 4 EPDXY 6 . - LU OR M1551NG MAY BE FASTENED TO THE (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 5IMP50N 5P1 S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP60N 5P2 S ON w FOUNDATION PLAN ° MINIMUM EMBEDMENT FOR 51ZE5 4 MORE u MASONRY BOND BEAM USING ONE EACH SIDE OF STUD TO TOP PLATES. UN.O." INFO CLEAN 4 COMPACTED SOIL. 5" 51MP50N SET 51MP50N HT5M16, MAX. GAP 15 1115 0. 1x2 PT FIR STRIP 24 O.G. 8°x16" C.M.U. PER ASTM C-90 (TYP.) 195% MODIFIED PROCTOR PER ASTM D1557) " --�-- FM:1900 P.S.L (MIN.) W/ TYPE M OR EPDXY N MAXIMUM OF 5 IN A ROW 4 10 TOTAL S MORTAR PER ASTM C-210 Gara a Wall Section Brn Wall WITHOUT WRITTEN APPROVAL. Ix4 PT BASE NAILER S-1 SCALE: NTS < Q 1/2" DIA x 6" AB AT INT. SHEAR WALL �.----INSUL. PER CALCS. 4 5PECS OR TITEN HD ONLY USE SIMPSON H3 W/O Uplift BOND BEAM OR RY 4"GONG. SLAB. SEE 24" O.C. IN TOwl T OP 4 BOTTOM 5d NAILS TEN FOUND. PLAN PLATE PLUS HORIZ. SLAB 2X STUDS � ELEV 0 -0 TOP OF SLAB REINFORCED CELL BLOCKING 6 48" O.G. I/2" GYP BOARD 24"O.G. FOOTING SEE — - SECURE PLATE W/ FOUNDATION PLAN FOR 2x4 PLATE HILTI CF62 POWDER INSULATION OR 51ZE5 4 MORE INFO. ACTUATED PINS 6 PER ENERGY 5/8" GEMENTITIOUS FINISH PER • 48" O.G. OR EQUAL CALCS./SPECS, P. Retrofit Vert. Dowel Detail FBCR 103.1.2 p T ical Ext. MasonryWall Section CONT. 2X PT SOLE S-1 SCALE: NTS $-1 SCALE: NTS 4"CONC. 5LA8. 5EE PLATE _ FOUND. PLAN FOR MORE INFO. CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: Ll ELkV 0'-0" TOP OF SLAB TOP TIE BEAM PLAN 4 SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: LIL - - - - - - ` SEE N -I FOR - �- "5 VERT. CORNER I 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.G. W CELL FILLED W/ ADDITIONAL/ALTERNATE SEE FOUND. PLAN CONCRETE PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `n FOOTING SEE N 11 1. 5/8" DIAMETER x 6" EMBEDMENT SIMP5ON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND O.G. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT A7 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1557) BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS _ "5 LAP CONT. "5 EXPOSED FACE COURSES Garage Wall Section Non Brn . 25" LAP M $-1 H Wood Frame To Masonr Attachment Detail SCALE: NTS R Corner ContinuityDetail Example CMU Wall Control Joint Detail 1 SCALE:NTS SCALE:NTS SCALE: N.T.S. SBrng Wall Only NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. —_ REVISIONS BY NEW CODE UPDATES DK/PK — REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK LU W �oz woaWo z pwLLO x5zzm �op�> > W a Sow~ 0 0 LU V F_ 3gzZN O V-4 W Q>mu W ZJ W Z(7xpO� ZMT5 ccaz<Fw o2s2gz J M W # =Zzz c~ apw z�j�o�B Z a 59 i2pm�oz w xPQxzw O O CC y�ypMw- w W S W W F LL. � J Z W >'wd0 Q ww3OU a_Z IXEJi CC LL 0 W Q Uj wWZ�a Q =aiCL m ~ccLUUjw V) - o a $ O UJ M o m (� I w N Z N M N a M J 00 WF- p 0000 M W V lqt 0 W N 3 u'1 _ N D .� C9 Z O (� Q Y w Z X M O 0 cc LU LU T-4 U LL X a a Luz vi a 0- O5 I I/, � s or ms`s 1 � _3 'IV DATE 03-17_18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 51 SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO, FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 6 TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 12 PRE ENGINEERED WD TRU55 24" O.G. E Z (TYP) ELEV. INSULATION PER ENERGY CALC5. HURRICANE ANCHOR 's EACH TRUSS SEE 0 or TRUSS SHEET FOR MORE INFO. ELEVATION VARIES TOP PLATE 1/2" GYP. BOARD SEE - NOTE ON N-1 PAGE FOR GARAGE APPLICATION DBL. "2X" TOP PLATE W/ 5IMP50N 5PH4 EA. STUD W/02) 10d NAILS EACH. SEE TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADE PER HDR. DETAIL "J/52" GYP. BOARD RETURN "2X" SILL - 1/2" GYPSUM 10" x 1/2" DIA. BOLT 6 24" O.G. 4" GONG SLAB - SEE FND. PLAN FOOTING SEE VARIES SEE ROOF PLAN SEE FLOOR PLAN FOR EXACT HEADER SCHEDULE (2-2X12 U.N.0) WINDOW SEE FLOOR PLAN FOR SIZES TRIM VARIES - SEE ELEVATIONS IN5UL. PER ENERGY CALC5. 1/16" APA RATED SHEATHING NAIL PER SCHEDULE, MIN. -2X PT SOLE PLATE ELEV 0'-0" TOP OF SLAB FOUNDATION PLAN �J.. FOR SIZES 4 MORE INFO. Typical Ext. Frame Wall Section 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS EACH STUDS PRE - ENG.— WOOD ROOF TRUSSES HANGER TO— BE SIMP50N LU5, LSU, OR L5SU MIN. 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5. NAILS 6 EACH FLOOR TRUS5 (FIELD VERIFY WITH TRU55 LAYOUT LOCATION) 2X4 RAT RUN BRACING -5 4. O.G. ON TOP c 50TT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 3-0.131 x 31/2' R.5. s EA. TRI, JOINT M450NRY W SCALE: NTS PLYWOOD TO EXTEND PAST FLOOR TRUSSES /-PRE-ENG. WOOD I FLOOR TRU55EB Z /Z 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5. NAILS EACH STUDS , PRE-ENGINEERED WOOD ROOF TRUSSES \ PLYWOOD TO -J' INTERIOR EXTEND TO AREA BOTTOM OF WALL 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5. NAILS 6 EACH STUDS WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 T ical Ledger Detail $-2 SCALE: NTS 2X4 GRO55 BRACING 'a 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES —� 2X4 BLOCKING 24" O/C W/ 3-0.131 x 3 1/2" R.5. TOENAILS 3 EA. ENE) --� STRENGTH OR 5/8" GYP. HETA 12 e 2411O.C. 2x FRAME WALL SCALE: NTS HANGER TO BE 5IMP50N LU5, L5U, OR L55U MIN. INTERIOR AREA 2X4 RAT RUN BRACING 9 48" O.G. ON TOP OF BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 2-16d 6 EA. TRUSS JOINT 5IMP50N 434 CONNECTOR W/4 -,5d X 1 1/2" INTO BLOCKING 4 4-0d X 1 1/2" INTO TOP PLATE DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS -s EACH END DORMER ROOF BY TRU55 MANUF. - 5IMP5ON MT512 9 EACH TRU65 TYP. LOAD BEARING WALL CONST. 211x4" e 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) USE 5IMP50N SP2 e STUD TO TOP PLATE, SPI STUD TO BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) RUSS BY RU55 MANUF. TYP. �T 24" O.C. BELOW SIDE WALLS ;TING TRUSSES ATTACH W/51MP50N A34 > END TYP. =ACH STUD TO TH 4-16D 1 CH END 5IMP50N MT518 EACH TRUSS V II L51MP5ON L5TA12 6 EACH V V STUD OR EQUIV. ROOF TRUSS BY ROOF TRU55 MANUF. TYP. LOAD BEARING WALL CONST. 2"x4" s 16" O.C. (SINGLE 50TT. PLT., DOUBLE TOP PLT.) isc. Dormer Knee Wall Attachment Details SCALE:NTS SCALE: NTS SEE TRU55 SHEET 2x TOP PLATE FOR STRAPPING I CONT. •s8**sf SEE TRUSS SHEET FOR STRAPPING -PRE-ENGINEERED \-PRE-ENGINEERED ROOF TRUSS. 2X 16" O.G. ROOF TRUSS. 2x BOTT. PLATE PRECAST CONT. --- CONCRETE LINTEL. SEE FLOOR PLAN 16d6"FOR MORE INFO. aO.C. 1/4"X 3 1/2" NOTE: MASONRY SCREW "TYPICAL AT POCKET �, g pC ALL LOAD SLIDING BEARING SYR DOOR. PRECAST 0,131 x 3 1/2" COMPONENTS, *I LINTECONCLS 6 4" O.G. GRADE SHALL FLOOR PLAN BE USED FOR POCKET 2x4. FOR 2x FOR MORE INFO, SLIDING DEPTHS DOOR. GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE *2 GRADE. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." SIZES 4 MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB. INFO. PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" GONG. SLAB SLAB a ° a e . H CMU Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail $_2 SCALE: NTS $-2 SCALE: NTS SEE FLR PLN FOR HDR SIZE NOTE: _ AT 2x WALLS THAT ARE WIDER THAN 2x4 4 FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-I0d WHERE THE HEADER IS NOT FULL WIDTH 5'-0" (U 5IMP5ON C5I6 OR (I) NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING a M5TA24 w/ 22-I0d NAILS - NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING, AT 2x6 WALLS USE 6PH6 IN LIEU OF SPH4, AT 2x8 WALLS USE FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS 5'-0" USE (2) SIMPSON C51 ER USE 5IMP50N CS16 IN AN SPH OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING 5IMF50N PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. 2x KING STU LS30 OR DOUBLE BOTT. U.N.O." EQ., TYP. PLATE AT OPENINGS OVER WHEN NECE55ARY TO MAINTAIN PROPER SPECIFICATION FOR KINGS 4 CRIPPLES 6'-2" TYP, CLEARANCES FOR THE WINDOW/DOOR (THE FOLLOO INN HALL APPLY WITHIN AN OPENING, IT IS ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE • AT OPENINGS UP TO 3'-6" (1) OR BOTH OF THE TOP PLATES IS CRIPPLE 4 (1) KING IS REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL EACH SIDE OF THE HEADER. SHEATHING 3" DEPTH HEADER SPECIFIED IN THE PLAN • AT OPENINGS 3'-6" TO 5'-2" IN SET IT IS NOT ACCEPTABLE TO WIDTH, (2) CRIPPLES 4 (1) KING IS O.G. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER REQUIRED ON EACH SIDE OF THE OPENING WITHOUT WRITTEN PERMISSION FROM THE HEADER E.O.R.WHEN THE TOP PLATE IS • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE SPH4 CONNECTORS IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT ARE REQUIRED ON EACH 51DE OF DOUBLE SILL AT NECESSARY. ALL OTHER STRAPPING THE HEADER OPENING OVER SHALL APPLY, AND ANY TRUSS • ANY DIFFERING NOTATIONS FORCOMPONENTS ABOVE THE OPENING CRIPPLES VOR KINGS MADE ON 2", TYP. SHALL ATTACH DIRECTLY TO HEADER THE PLAN SET SHALL CONTROL. SIMPSO LS30 O (ON SECOND FLOOR) FOR ROUGH L6TYP OPENINGS UNDER 5'-0" ONLY (1) 5IMP60N (ON CONG. SLAB) SIMPSON HTT4 5LO SPAN FUNK R v E O W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNERS BELOW EPDXY 4 (18) 16d NAILS -- (ON SECOND FLOOR) FOR ROUGH AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) SIMPSON WALLS WITH NO UPLIFT, 4TT4 W/ (U /8 TREAD ROD SET IN STRAPPING MAY BE 5IMP50N SET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLE55 EMBED A.5.5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMP60N MSTCM60 IF FILLED CELL OCCURS BELOW TYP. Header Detail SCALE: NTS 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 3.5" EAVE DEPTH REQUIRED MIN. SIMPSON MT518 -a F—EACH TRU55 TYP. LOAD BRG WALL 2"x4" @ 16" O.G. (5GL BOTT. PLT., DBL TOP PLT.) \—SIMPSON LSTA12 ', EACH STUD OR EQUIV. 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS EACH END 2x8 PT VERTICAL (ABV.) a WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 6 24" O.G. TYP. 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. SPECS. rMil I1JL1 I PFI nI1J� L Non-Brn . Frame Down Header Detail - -2 Multiuse SCALE: NTS $ WALL BELOW SPAN FROM OF BOTTOM z' CHORD NAILS 9 EA. G NAIL PECS 5H .C. "J" BOLT i2EPLAC;E1"IENT, CN,4fRl: • THE FOLLOWING "J" BOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE 15 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED 2X BUCKS, ATTACHED W/ 1/4"x 3" T4PC0N5 6 12" O.G. WITH MAX. 6" FROM END OF MEMBER 6 MA5 OPENINGS. 2X MEMBERS ATTACHED— W/SIMP5ON 435 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 12" O.G. W/MAX. 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) General Irregular Window Attachment SCALE: NTS —SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. —FRAMING A50VE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR, SEE TRU55 1/1(0" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE SYP) STRAPPING FASTEN EA, STUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE 5IMP50N 6P2 w/ (12) NAILS FULL DEPTH BLOCKING e PANEL EDGES w/ (3) 16d TOENAILS EA. END 5IMP50N 5P1 w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR (2) SIMPSON 5P4 w/ 6-10dxl 1/2 NAILS EA. STUD Ili HIGH WIND TO ENGINEER PRIOR TO STARTING ANY TRUSS I- ROOF 0.131 x 2 1/2" A RING SHANK 1/16" 4" 6" 6" X Q 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" tCs 6" WITHOUT WRITTEN APPROVAL OF VORTEX L_L EXECUTED FROM THESE PLANS WITHOUT ov •• ,•. J ENG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE -77 SIMP50N A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS MORE ADDED 142 MPH SHEETS WINDOW ATTACHMENT POINTS TO 2X REVISIONS _ TOP PLATE OF MEMBERS OR DIRECTLY TO CMU/WOOD INFO REVISIONS FRAMING ONLY. NUMBER OF DIAD. MEMBERS GEN NOTE REVISED TRU55 TOP RELATIVE TO NUMBER OF REQUIRED CHORD ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER W ID 16" O.G. SPECS GIVEN IN THI5 DETAIL. 2X TO 2X 3oxW W >-EUD >I, -LL= 3gz'z� ATTACHMENT TO BE SIMPSON 435. KNEE = N Z O J W Z 0 x 0 arn aZzz00 WALL ABOVE ARCH NECESSARY ONLY PER �aoo Z�Wo�� OPENING VARIATIONS, MIN. 2X BUCK FOR ♦Y itWxw U" LL WINDOW/SHEATHING ATTACHMENT 6 LU aco~o �u, "O O GC U_ TOP/SIDES OF ARCH OPENING. IF ARCH TOP Z W a a Z W W Z r Q PROHIBITS 2X THICKNESS -1 CENTER OF wQas LN ix W ARCH, USE DIRECT ATTACHMENT TO Um CMU/WOOD FRAMING, WITH OR WITHOUT IX J Or_1 M BUCK, WITH 2X BUCK EACH SIDE TO Lu Z 5m N Iii EDGES OF OPENING. ALL TAPCON5 TO HAVE WN Ln zi zi 00 MIN. 1-1/4" EMBEDMENT. w N Z w O �In - 00 N General Irregular Window Attachment SCALE: NTS —SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. —FRAMING A50VE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR, SEE TRU55 1/1(0" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE SYP) STRAPPING FASTEN EA, STUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE 5IMP50N 6P2 w/ (12) NAILS FULL DEPTH BLOCKING e PANEL EDGES w/ (3) 16d TOENAILS EA. END 5IMP50N 5P1 w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR (2) SIMPSON 5P4 w/ 6-10dxl 1/2 NAILS EA. STUD INSTALL 1/2 X 6 THREADED ROD IN SIMPSON SET EPDXY 6 2'-0° D O.G. (MAX) CENTERED ON WALL. CMU WALL SEE - B Structural Kneewall FLOOR PLAN FOR $-2 SCALE: NTS MORE INFO. EDGES (SEAMS SHEATH BLOCKI FOR WAI PANEL SHEATH FOR RO TONGUE GROOVI FLOOR° 2X PT BOTTOM PLATE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SRI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." TYPICAL NAILING SCHEDULE Ili HIGH WIND TO ENGINEER PRIOR TO STARTING ANY TRUSS FIELD ROOF 0.131 x 2 1/2" A RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" Y 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" tCs 6" WITHOUT WRITTEN APPROVAL OF VORTEX ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) EXECUTED FROM THESE PLANS WITHOUT ov •• ,•. ENGINEERING, LLC SHALL AUTOMATICALLY ENG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR REVISIONS NAILING FOR NEW CODE UPDATES WALL, DASHED REVISIONS MORE ADDED 142 MPH SHEETS INDICATES REVISIONS _ TOP PLATE OF ADDED 160 MPH SHEETS INFO REVISIONS GABLE END GEN NOTE REVISED TRU55 TOP 2x STUDS CHORD 00 W _ Z V1 O FZOZ w�voQuuii W FY W ID 16" O.G. a 3oxW W >-EUD >I, -LL= 3gz'z� INSTALL 1/2 X 6 THREADED ROD IN SIMPSON SET EPDXY 6 2'-0° D O.G. (MAX) CENTERED ON WALL. CMU WALL SEE - B Structural Kneewall FLOOR PLAN FOR $-2 SCALE: NTS MORE INFO. EDGES (SEAMS SHEATH BLOCKI FOR WAI PANEL SHEATH FOR RO TONGUE GROOVI FLOOR° 2X PT BOTTOM PLATE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SRI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." TYPICAL NAILING SCHEDULE Ili HIGH WIND TO ENGINEER PRIOR TO STARTING ANY NAIL SHEATHING IBOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" A RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" Y 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" tCs 6" WITHOUT WRITTEN APPROVAL OF VORTEX ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) EXECUTED FROM THESE PLANS WITHOUT BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED -S RIDGE OR HIP. 6 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD 5CREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS Q 1" O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.G. ALONG EDGE AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS fit 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.G. ALONG EDGES AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. ical Nailing Schedul SCALE: NTS NOTE: Ili IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE • rY: to • L61 WITHOUT WRITTEN APPROVAL OF VORTEX r 'V EXECUTED FROM THESE PLANS WITHOUT ov •• ,•. ENGINEERING, LLC SHALL AUTOMATICALLY �O HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY BOUNDARY REVISIONS NAILING FOR NEW CODE UPDATES WALL, DASHED REVISIONS LINE ADDED 142 MPH SHEETS INDICATES REVISIONS _ TOP PLATE OF ADDED 160 MPH SHEETS WALL REVISIONS GABLE END GEN NOTE REVISED TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED -S RIDGE OR HIP. 6 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD 5CREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS Q 1" O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.G. ALONG EDGE AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS fit 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.G. ALONG EDGES AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. ical Nailing Schedul SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS _ ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 00 W _ Z V1 O FZOZ w�voQuuii W FY W 0 I-�Oaa a 3oxW W >-EUD >I, -LL= 3gz'z� z a » U W Z = N Z O J W Z 0 x 0 arn aZzz00 �aoo Z�Wo�� 4Z5 W 2F—OSZ W 0 0 ♦Y itWxw U" LL W J LU aco~o �u, "O O GC U_ uW3� aZZ� W a5u� wl7LL'wyDy' J Z W a a Z W W Z r Q Q wQas LN ix W o a Um J Or_1 M LA Lu Z 5m N Iii am WN Ln zi zi 00 H p 0000 M w N Z w O �In - 00 N C1 *k C7 Z LL� Q Y w Z ni 0 O � u' a F00 a` W g a O^a O / I I J, Cn =z= a • •O" 1 DATE SCALE NOTED DRAWN MK/PDK JOB - 5heet content: Structural Details Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING 6 61 4-0.131 x 84r OR 8'-a" /"I/N.. 9 1(0 o.c. SCHEDULE SPLICE 4 �' " 3 1/2 COM. DOUBLE TOP PRE -ENG UJOOD TRUSS (TYP) 4-0.131 x 3" PLATE APA RATED COMMON f it 3-0.131 x 3" COMMON �` DOUBLE STUD SHEATHING. SEE EA. SIDE OF JOINT 0.131 x 3 4-(4.131 x 3° I/2" c01"1. COMMON - - e 16" c.c. NAILING SCHEDULE STUDS 16" c.c. PT BOTT. TABLE FOR A C r' PLATE ATTACHMENT. U.N.O. 2-0.131 x 3" " `r' `` (1) 51MPSON LSTAI2 3 COMMON - :T. 2-0.131 x STRAP 48" O.C.VFZ 5 3 v2 ° COM. T SS 2x4 BLOCKING (I)SIMP5ON L5T412 1/2" CEILING GYP BD W/ 5d -r' 2-0.131 x 3 1/2" BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS O.G. OR COM. (1) SIMPSON LTA2 (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA SEE TABLE BELOW DOUBLE 5TUD CONDITION 48" O.C. ATTACHED CHORD 1/2" TOENAILS 0.131 x 31/2'' NAILS (4 BAY OR 8 ft FROM 70 BOTTOM CHORD EACH END, Is 6" O.G. MASONRY WALL) I FOR LAPSPLICE OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: GROSS BRACING a 8" MASONRY WALL ALL BLOCKING TO BE 2 �- TOP PLATE P,45TENERS Co 31 x 3 I/2" 2-0.131 X 3 I -I- 1 ��� �� �11 ������ %�� .� ea=rl IAF RInr,F REAM TO r -I F,4T W/ I ������� ��/f- PT BOTT. PLATE CONT SIN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48"O.C. TYP. COURSE E Expanded Blocking Information Diagram S 3 SCALE: NTS �_ 3 (4) Z6 TOENAILS EACH SIDE ~- 2x4 COLLAR TIE MID -HEIGHT 6 4 RAFTER PROVIDE (5) 16d NAILS EA(1) END TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) DOUBLE _J -- TOP PLATE 0.131 x 3 1/2" COM. 6 16" c.c. 3-0.131 x 3 g /-2-0.131 x 3 1/2" COM. 1/2 COM. 4 5TUD CORNER 51NGLE 5TUD CONDITION 5IMP50N M6T,43(p RUNNING ALONG THEAE�XTQ R O ENTDE LAPSPLICE NAILING 6 SPLICE ALL OTHER NAILING 10'-0" 2-ROW5 0.131 x 3" a 3" 0/C 0.131 x 3" 118" 0/C I -I- 1 ��� �� �11 ������ %�� .� ea=rl IAF RInr,F REAM TO r -I F,4T W/ I ������� ��/f- PT BOTT. PLATE CONTINUE SHEATHING BELOW _ AT CORNER. MAY BE CONVENTIONAL FRMG 6 ATTACHED APPLIED OVER SHEATHING. 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF OR LSTAI2 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. 6 16" O.C. TRU65ES ENTRYWAYS a PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY 24" O.C. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" PRE-ENGINEERED OVERLAP TRUSS BRACINGNOTE. WOOD TRUSSES 9 LEAST ONE TRU55 SPACE 41-011 4'-0" 12d COM. 6 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE 12 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 5IZE SHALL 12" O.G. 4-1&d COM. Lu/ l2) 0.131 x 3 I/2" TOENAILS COOLER NAIL51" O.G. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2 -Ed COM. SIMPSON 5PH4/6/8 EACH END (UN.OJ EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLESS NOTED 5D G15(00 N OTHERWISE, ATA 5DWG15600 FROM OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'_0" TO 18'-0" ---- 2X12 �, Z � SPACER " WNO :2X4' MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4 S UNSPECIFIED FRAME PLATE F Gable Diaphragm Side Wall MAY BE TURNED TO FRAME 2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION 5IZE SHALL BE 2" (NOMINAL) �, ,, FLATWISE SO NO CONNECTIONS SHALL S•3 (For illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 5IZE OF 2x12 FOR 2x12 RAFTERS. SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 16d COM. 's 8" o.c. 0.131"X3-1/2" END COM. 9 8" O.C. 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W1 SIMPSON COM. 12" c.c. NAILS OR TOENAILS. SIMPSON M5TA24 TENSION STRAPS 6 EACH TRUSS USING (14) 10d NAILS. INSTALL THE APA RATED SHEATHING. SEE 4-16d COM. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING EACH SIDE OF TRUSS a THREADING �A SIMPSON MSTCM &0 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR SIMP50N HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING AN HTT4 WHERE LOCATION 5/6" DIA A.B.• 4. SECURE RAFTERS 70 CLEAT a WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 106 ALIGNS WITH A FILLED 1,4„ NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS M4x RAFTERS WITH 6PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. PER JOINT BRACING APA RATED SHEATHING. o TRUSSES @ 24" O.G. SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LS5U210 SLOPING HANGER W/ (10) 10d P General Wood Attachment Details 4 5TUD CORNER TABLE FOR ATTACHMENT./2"NAILS INTO RIDGE BEAM a (1) 106 x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d s (6) 10d rA"Truss Bra cin OverlapDetail U.N.O. CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d a (5) 10d x 1 1/2" FOR 2x8 S-3 SCALE NTS STRAPPING: INFORMATION COOLER NAILS 1 O.G. OR EQUAL, RAFTERS. USE L5U26 W/ (6) 10d a (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" S-3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x(o RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 5IMP50N L5TAI2 ft FROM MASONRY WALL) BEAM W/ (8) 10d NAILS. INTERIOR STRAP 48" O.G. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES A7 TOP CORD FOR �� INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) I&d TOENAILS AT AREAE ��:• ZSEE FLOOR PLAN FOR (1) 5IMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. ;• 48" OL.ATTACHED TO EXPANDED 0.131 x 31/2" TOENAILS EACH END, • LENGTH a WIDTH I BOTTOM CHORD OF BLOCKING UNO. (1) MSTA30 AT EVERY ` DBL TOP PLATE I FASTEN GAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail OTHER STUD (32 O.G. Y ° 0.131 x 3 I/2" R.S. NAILS 12" FLAT OR CATHEDRAL g_3 SCALE: NTS PRE-ENGINEERE PRE-ENGINEERE ;w O.C. ALL-AROUND AROUND 1/2" GYP BD WOOD ROOF WOOD ROOF TO LOERTOP PPLATE, % O 'v�� 8 MASONRY WALL W/(1) "5 REBAR DONT. N TRUSSES TRUSSES � NOTE: CROSS BRACING a INSTALL 51MP50N LU524 WRAP D F PLATE AS INTERIOR NEEDED FOR FULL �i��/�•'• KNOCKOUT COURSE KNEEWALL - VOLUME NAILING. IF STUDS ALIGN, i 6' •• WALL SHEATHING ALL BLOCKING TO BE MIN. EA. SIDE OF THE NAILED PER REPEATED 48" O.C. TYP. STUDS MIN. CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE 6 PLYWOOD TO EXTEND 70 AREA STRAP SHALL EXTEND ,0,/5.2 16" O.C. TO BE PER NOTE "1 SOUTHERN YELLOW PINE '� 24" BOTTOM OF WALL INSTALL (1) FROM UPPER STUD TO DBL 2X4 O.C. MAX. SECTION SIZE SHALL M5TAM24 AT EVERY STUD (I& STRAP EACH LOWER STUD. PLATE CONT. BE DETERMINED ACCORDING O.G. MAX.) EMBED STRAP PLAN) (SEE 6 8'-0" (MAX.) TYP. Mason Gable End TO THE LENGTH OF SPAN A5 s Extended Bottom Chord Attachment Details O W/ SIMPSON 8.3 SCALE: NTS FOLLOWS: AT EACH TRUSS > HT520 6 32" O.C. OR C51& 2x4 WD CON57. w TO ALIGNING FLASHING ALL-AROUND UP TO O 81'0'' ---- 2X� S_3 SCALE: NTS 16" O.G. LuIn TUDS BELOW ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ____ 2X8 SADDLE APA RATED SHEATHING. SEE NAILING SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) STUD X L AR NAILS __ 2x6 50LE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR PERIMEER. IFLAE3 ROUND 12'-0" TO 15'-0" __-- 2X10 CUT OUTSIDE EDGE ATTACHMENTS MASONRY USE P.T. SYP'� 15'-0" TO IS' -0" -- 2X12 NOTES: PLUMB TO ALLOW C5 16 70P 1. ADJACENT NAILS ARE SOLID CONNECTION 2x4 DIAGONAL LEDGER AND ATTACH TO � DRIVEN FROM OPPOSITE W/ SHEATHING FASTEN CHORD TO ATTACHED W/(4) 0.131 x MASONRY W/ 1/4" DIA. X 3" SIDES 2. ALL NAILS PENETRATE THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" 31/211 NAILS -a TAPCON5 6 6" O.C. MAX. NOTES : L �� Eq, SHEATHING. SEE M,4X INTERSECTING LEAST 3/4 OF THE / BLOCKING w 1/4 x THICKNESS OF THE LAST _ 5" WOOD SCREWS 6 4" CORNER NAILING SCHEDULE BLOCKING I. ALL CEILING FRAME TO BE AS PER TABLE LAMINATION O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE 3, FOR 4 -PLY, PROVIDE 1/4" TRUSSES e 24: O.G. ATTACHMENT. U.N.O. APPROVED PLANS FOR SHEATHING ATTACHMENT. DIA. X 5 1/2" LAG (1) SIMPSON LSTAl2 1/2" CEILING GYP BD W/ SCREWS OR EQUAL = � 0 EACH END LTA 5d COOLER NAILS 1" O.G. 3. WHEN INSTALLING INSTRUCTIONS N PRODUCTS REFER (SPACE 45 SHOWN FOR 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM S SICATIONS INSTRUCTIONS a 3 -PLY) SPECIFICATIONS. �� FRAMING w 4-0.131 x 3 1/2 AREA (4 BAY OR 8 ft 4. ALL LEDGERS TO BE 2X 5YP "2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4'' ROOF SHEATHING FROM MASONRY WALL) NAILS EACH END 2x4, 2x6, OR 2x8 M T . Frame Down CI . DEPTH A5 RAFTERS (PT AT MASONRY DIA, X 1" LAG SCREWS EQUALOR O.G. SEE FLOOR S-3 SCALE: NTS CONTACT). SHOWN FOR(3PPL � AS = I 1 PLAN FOR SIZING OF PRE-ENGINEERED 5. REFER TO NDS SECTION B Fire lace Chase Detail STUDS TRUSSES 6 24 O.C. FLAT OR CATHEDRAL 15.3 FOR ADDITIONAL I S-3 SCALE: NTS 2x BLOCKING -1 ALL ------,(1) 51MP50N H10A OR HTSI& SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING a [APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. H ENGINEERING UNO $-3 SCALE: NTS M,4X PRE-ENGINEERED SH ATHING SEE NAILING UNBRAGE WALL HE IGH7 APA RATED SHEATHING. 5EE NAILING SCHEDULE TABLE FOR ATTACHMENT. 8'-0" (4) Z6 TOENAILS EACH SIDE ~- 2x4 COLLAR TIE MID -HEIGHT 6 4 RAFTER PROVIDE (5) 16d NAILS EA(1) END 8'-8" TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING 6 SPLICE ALL OTHER NAILING 24" a 6, O/C .131 x 3" 0,131 x 3" 8" O/C 4 5TUD CORNER 51NGLE 5TUD CONDITION 5IMP50N M6T,43(p RUNNING ALONG THEAE�XTQ R O ENTDE 2x4 16" Oz. CONTINUE SHEATHING BELOW _ AT CORNER. MAY BE CONVENTIONAL FRMG 6 ATTACHED APPLIED OVER SHEATHING. 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF OR LSTAI2 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. 6 16" O.C. TRU65ES ENTRYWAYS a PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY 24" O.C. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" PRE-ENGINEERED OVERLAP TRUSS BRACINGNOTE. WOOD TRUSSES 9 LEAST ONE TRU55 SPACE 41-011 4'-0" 12d COM. 6 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE 12 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 5IZE SHALL 12" O.G. 4-1&d COM. Lu/ l2) 0.131 x 3 I/2" TOENAILS COOLER NAIL51" O.G. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2 -Ed COM. SIMPSON 5PH4/6/8 EACH END (UN.OJ EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLESS NOTED 5D G15(00 N OTHERWISE, ATA 5DWG15600 FROM OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'_0" TO 18'-0" ---- 2X12 �, Z � SPACER " WNO :2X4' MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4 S UNSPECIFIED FRAME PLATE F Gable Diaphragm Side Wall MAY BE TURNED TO FRAME 2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION 5IZE SHALL BE 2" (NOMINAL) �, ,, FLATWISE SO NO CONNECTIONS SHALL S•3 (For illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 5IZE OF 2x12 FOR 2x12 RAFTERS. SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 16d COM. 's 8" o.c. 0.131"X3-1/2" END COM. 9 8" O.C. 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W1 SIMPSON COM. 12" c.c. NAILS OR TOENAILS. SIMPSON M5TA24 TENSION STRAPS 6 EACH TRUSS USING (14) 10d NAILS. INSTALL THE APA RATED SHEATHING. SEE 4-16d COM. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING EACH SIDE OF TRUSS a THREADING �A SIMPSON MSTCM &0 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR SIMP50N HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING AN HTT4 WHERE LOCATION 5/6" DIA A.B.• 4. SECURE RAFTERS 70 CLEAT a WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 106 ALIGNS WITH A FILLED 1,4„ NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS M4x RAFTERS WITH 6PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. PER JOINT BRACING APA RATED SHEATHING. o TRUSSES @ 24" O.G. SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LS5U210 SLOPING HANGER W/ (10) 10d P General Wood Attachment Details 4 5TUD CORNER TABLE FOR ATTACHMENT./2"NAILS INTO RIDGE BEAM a (1) 106 x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d s (6) 10d rA"Truss Bra cin OverlapDetail U.N.O. CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d a (5) 10d x 1 1/2" FOR 2x8 S-3 SCALE NTS STRAPPING: INFORMATION COOLER NAILS 1 O.G. OR EQUAL, RAFTERS. USE L5U26 W/ (6) 10d a (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" S-3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x(o RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 5IMP50N L5TAI2 ft FROM MASONRY WALL) BEAM W/ (8) 10d NAILS. INTERIOR STRAP 48" O.G. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES A7 TOP CORD FOR �� INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) I&d TOENAILS AT AREAE ��:• ZSEE FLOOR PLAN FOR (1) 5IMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. ;• 48" OL.ATTACHED TO EXPANDED 0.131 x 31/2" TOENAILS EACH END, • LENGTH a WIDTH I BOTTOM CHORD OF BLOCKING UNO. (1) MSTA30 AT EVERY ` DBL TOP PLATE I FASTEN GAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail OTHER STUD (32 O.G. Y ° 0.131 x 3 I/2" R.S. NAILS 12" FLAT OR CATHEDRAL g_3 SCALE: NTS PRE-ENGINEERE PRE-ENGINEERE ;w O.C. ALL-AROUND AROUND 1/2" GYP BD WOOD ROOF WOOD ROOF TO LOERTOP PPLATE, % O 'v�� 8 MASONRY WALL W/(1) "5 REBAR DONT. N TRUSSES TRUSSES � NOTE: CROSS BRACING a INSTALL 51MP50N LU524 WRAP D F PLATE AS INTERIOR NEEDED FOR FULL �i��/�•'• KNOCKOUT COURSE KNEEWALL - VOLUME NAILING. IF STUDS ALIGN, i 6' •• WALL SHEATHING ALL BLOCKING TO BE MIN. EA. SIDE OF THE NAILED PER REPEATED 48" O.C. TYP. STUDS MIN. CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE 6 PLYWOOD TO EXTEND 70 AREA STRAP SHALL EXTEND ,0,/5.2 16" O.C. TO BE PER NOTE "1 SOUTHERN YELLOW PINE '� 24" BOTTOM OF WALL INSTALL (1) FROM UPPER STUD TO DBL 2X4 O.C. MAX. SECTION SIZE SHALL M5TAM24 AT EVERY STUD (I& STRAP EACH LOWER STUD. PLATE CONT. BE DETERMINED ACCORDING O.G. MAX.) EMBED STRAP PLAN) (SEE 6 8'-0" (MAX.) TYP. Mason Gable End TO THE LENGTH OF SPAN A5 s Extended Bottom Chord Attachment Details O W/ SIMPSON 8.3 SCALE: NTS FOLLOWS: AT EACH TRUSS > HT520 6 32" O.C. OR C51& 2x4 WD CON57. w TO ALIGNING FLASHING ALL-AROUND UP TO O 81'0'' ---- 2X� S_3 SCALE: NTS 16" O.G. LuIn TUDS BELOW ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ____ 2X8 SADDLE APA RATED SHEATHING. SEE NAILING SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) STUD X L AR NAILS __ 2x6 50LE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR PERIMEER. IFLAE3 ROUND 12'-0" TO 15'-0" __-- 2X10 CUT OUTSIDE EDGE ATTACHMENTS MASONRY USE P.T. SYP'� 15'-0" TO IS' -0" -- 2X12 NOTES: PLUMB TO ALLOW C5 16 70P 1. ADJACENT NAILS ARE SOLID CONNECTION 2x4 DIAGONAL LEDGER AND ATTACH TO � DRIVEN FROM OPPOSITE W/ SHEATHING FASTEN CHORD TO ATTACHED W/(4) 0.131 x MASONRY W/ 1/4" DIA. X 3" SIDES 2. ALL NAILS PENETRATE THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" 31/211 NAILS -a TAPCON5 6 6" O.C. MAX. NOTES : L �� Eq, SHEATHING. SEE M,4X INTERSECTING LEAST 3/4 OF THE / BLOCKING w 1/4 x THICKNESS OF THE LAST _ 5" WOOD SCREWS 6 4" CORNER NAILING SCHEDULE BLOCKING I. ALL CEILING FRAME TO BE AS PER TABLE LAMINATION O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE 3, FOR 4 -PLY, PROVIDE 1/4" TRUSSES e 24: O.G. ATTACHMENT. U.N.O. APPROVED PLANS FOR SHEATHING ATTACHMENT. DIA. X 5 1/2" LAG (1) SIMPSON LSTAl2 1/2" CEILING GYP BD W/ SCREWS OR EQUAL = � 0 EACH END LTA 5d COOLER NAILS 1" O.G. 3. WHEN INSTALLING INSTRUCTIONS N PRODUCTS REFER (SPACE 45 SHOWN FOR 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM S SICATIONS INSTRUCTIONS a 3 -PLY) SPECIFICATIONS. �� FRAMING w 4-0.131 x 3 1/2 AREA (4 BAY OR 8 ft 4. ALL LEDGERS TO BE 2X 5YP "2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4'' ROOF SHEATHING FROM MASONRY WALL) NAILS EACH END 2x4, 2x6, OR 2x8 M T . Frame Down CI . DEPTH A5 RAFTERS (PT AT MASONRY DIA, X 1" LAG SCREWS EQUALOR O.G. SEE FLOOR S-3 SCALE: NTS CONTACT). SHOWN FOR(3PPL � AS = I 1 PLAN FOR SIZING OF PRE-ENGINEERED 5. REFER TO NDS SECTION B Fire lace Chase Detail STUDS TRUSSES 6 24 O.C. FLAT OR CATHEDRAL 15.3 FOR ADDITIONAL I S-3 SCALE: NTS 2x BLOCKING -1 ALL ------,(1) 51MP50N H10A OR HTSI& SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING a [APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. H ENGINEERING UNO $-3 SCALE: NTS M,4X PRE-ENGINEERED SH ATHING SEE NAILING UNBRAGE WALL HE IGH7 "2 5YP 8'-0" 2 x 4 6 16" ac. 8'-8" 2x4 Q 16" c.c. 9'-0" 2x4 16" Oz. 9'-4" 2x6 16" a.c. 10'-0" 2x6 a 1&" c.c. NOTES: INFORMATION "TYPICAL AT ALL LOAD BEARING 5YP. - -_.__. I ° IILI COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." MIN 11 LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N SD525600 WOOD R.S. NAILS 0.131 x 3" R.S. NAILS -0 6" SCREWS STAGGERED 'a 6" BE SUBSTITUTED FOR STAGGERED 6 6" O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF ANY STUD WORK AT 16" ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR OC MAX. SPACING (02 OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" APA RATED APA RATED E 5YP MIND" - -- 8" USE (3) ROWS. USE (2) ROWS 6 6" O.G.. SHEATHING. SEE TRUSSES 24" a SCHEDULE TABLE FOR ATTACHMENT. - NAILING SCHEDULE O.C. �E U.N.C. N 142 mph MAX., Exp. C Enclosed Exterior Frame Wall Table ra Typ. Nailing Schedule for Built -Up Columns & BEAMS TABLE FOR ATTACHMENT. U.N.O. � F S-3 SCALE: NTS $-3 SCALE: NTS SEE DETAIL A NOTE: THREE OR ON THIS SHEET MORE REPEATED OMPRE5510N WEB DROPPED (TYP) SLOPING OR _. SEE EXPANDED GABLE END FOR IDENTICAL TRUSSES ,4o.'o� VERTICAL WHEN TRUSS a STUD ARE NOTE: CONTINUOUS 20'-0" 20' 0° BLOCKING OUTRIGGER SHALL HAVE BOTTOM CORD AC 5 ALIGNED SIMP50N TWIST 1. SEE TRUSS q IN 1X4 [DIAGRAM (1) 51MP50N 2x4 BLOCKING 1/2" CEILING GYP BD W/ EPSON DIAGONAL BR E (A5 REQUIRED BY ONTINUOU5 PERMANENT LATERAL STRAP TYPE CONNECTOR (HT5/MTS) MAY BE TO ENGINEER PRIOR TO 5TARTING ANY MANUFACTURERS BR G G MIN, L5TAI2 STRAP ATTACHED W/ (2) 5d COOLER NAILS 1" BRACE (CLB) NAILED TO TRUSS a STUD CONTRACT ONLY. ANY CHANGES TO THESE TRUSS ENGINEERING WITHOUT WRITTEN APPROVAL OF VORTEX 48" O.G. ti 0.131 x 3 1/2" R.S. O.C. OR EQUAL, SCSI) BELOW. NO 5PH4 IS WHEN STUD IS ENGINEERING, LLC SHALL AUTOMATICALLY CUT SHEETS FOR HARMLE55 TO ANY LIABILITY, CLAIMS, TOENAILS EACH DIAPHRAGM AREA (4 PARTIES IN THE PROJECT. IF BOUND NEEDED a THIS STUD. NOT ALIGNEDNE PLANS, THEY SHOULD BE READ CAREFULLY ADDITIONAL REVISIONS END, UNO. BAY OR 8 ft FROM HETA 20 ID 48" O.G. MASONRY WALL) ATTACHED TO \-1/2 --PERMANENT DIAGONAL BRACE � WITH A TRUSS NOTE: AND/OR WHEN REVISIONS PERMANENT BRACING THAT MY BE REQUIRED. CLB DIAGONAL GYP BD FLAT OR CATHEDRAL 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB AT 2x6 WALLS USE SPH& /� TRU55 STRAP IS ADDED 160 MPH SHEETS DK/PK BRAGS AS BOTTOM CHORD OF GYPSUM BD TO PREVENT LATERAL MOVEMENT a CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2. "T" BRACING MAY BE REQUIRED BY GABLE SHOULD BE REPEATED SPH4 CONNECTORS SHOWN. ° °° ° ATTACHED TO 0 O LU �z0 USED IN PLACE OF BGSI " NOTE: CROSS BRACING a APPROXIMATELY 20' INTERVALS. A7 2x8 WALLS USE 5PH8 STUD USE (1) ES2�N "oaz PERMANENT BRACINCs o 8" MASONRY WALL ALL BLOCKING TO BE W/1) *5 REBAR CONT. 1x4 MIN. BRACING W/(3) 0.131 x CONNECTORS IN LIEU OF SIMPSON 5PH4 5PH4 CONNECTORS SHOWN. OR 5P2 _j Qa,��8 z�m�oz p� Z PROVIDED IT EXTENDS " IN KNOCKOUT COURSE REPEATED 48O.G. TYP. 3 1/2" NAILS S INTERSECTING FOR WALLS LARGER THAN W w3003 FDUZHO 03= V l7 Z= y,, 0 of LU OVER ia LEAST 90io OF a Q WE55 2x8, USE SIMPSON 5P1'5 ON TYPICAL H10A CONFIGURATION, DO NOT NAIL =aim t� o THE UJEB. o o a O UM EACH 51DE OF STUD TO THROUGH OTHER STRAPPING/CONNECTORS. � � m u.i Z to M N BOTTOM PLATE e SIMPSON °° REFER TO CONNECTOR NOTES FOR FRAME TO M 00 tD W H p 0011 w N In Z CC w 0: . N A H SIDE D7ESOF TRU55 CONNECTIONS. C9 zLL�Q Y w - 1 SPUD TON x<~� a� NJ Z vi a zn. LU Uj r m I � Gable Section - For Gable Less Than CLB Diagonal Brace rch 20 Max Intervals DetailTOP 4 S-3 41-011 S-3 BN ND SCALENTS SCALENTS ABLED. BRAGIG 6 High NOTE: SEE TRUSS LAYOUTFrame Wall Truss Connection Detail R Gable & CI Bing Dia ram 4'-0" D.G. MAX. FOR FIRST FOR ANY ADDITIONAL 0 (4) ROWS OF TRU55E5 STRAPPING REQUIRED $-3 SCALE: NTS Q__1)SCALE: NTS NOTE: GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK _ REVISIONS ADDED 160 MPH SHEETS DK/PK 1�■■■���Y�u■��n�IIII zn. LU Uj r m I � Gable Section - For Gable Less Than CLB Diagonal Brace rch 20 Max Intervals DetailTOP 4 S-3 41-011 S-3 BN ND SCALENTS SCALENTS ABLED. BRAGIG 6 High NOTE: SEE TRUSS LAYOUTFrame Wall Truss Connection Detail R Gable & CI Bing Dia ram 4'-0" D.G. MAX. FOR FIRST FOR ANY ADDITIONAL 0 (4) ROWS OF TRU55E5 STRAPPING REQUIRED $-3 SCALE: NTS Q__1)SCALE: NTS NOTE: GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK _ REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 O LU �z0 w�uftZ7w w1WO His CL LL! a 3o a VE=S w w V E wrW= n ES2�N "oaz C] w I= ZO-+ i'iiOuw0 = N =2zz 02R�ME F-- "' U _j Qa,��8 z�m�oz p� Z w = z W w = F 0 2 Z W O O , a0-= "' 1 ? cf- Fonio w20 W aH LL LU > J LL W w3003 FDUZHO 03= V l7 Z= y,, 0 of LU Z LU a WW=.a=c QLLJ Q ~awtow =aim t� o o o a O UM � � m u.i Z to M N rn a M 00 tD W H p 0011 w N In Z CC w 0: . N c C9 zLL�Q Y w z X� LU til U J J x<~� a� NJ Z vi a a - 0 c •.. iL �0:Z •O`° Co 0 U, 0 L DATE D3-m8-I8� SCALE NO7E C,) DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 55-142 DBL. 2 x 4 TOP PLATE 5IMP50N 5PH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW 1, WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. 5IMP50N L5TA30 w/ 22 -10d NAILS 6 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER — COMMUNITY SPECS OR ENERGY CALGS 7/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE 5IMP50N GS16 OR 5IMP50N M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRUSS JOIST (INSET) 2x4 FLATWI5E VERT. BLOCKINE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 *2 SYP RIM w/ (5) 0.131 x _ 31/21' NAILS EA. TRUSS JOIST ( INSET) SHEATHING TO BE FLUSH W/ – BLOCK SEE TRUSS LAYOUT FOR STRAPPING INFORMATION 8" GONG, K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 6P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES 624" O.C. MAX. 12 SE ELE / INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD N HURRICANE ANCHOR's EACH TRUSS SEE TRUSS LAYOUT FOR ELEVATIONS STRAPPING INFORMATION \ DBL. 2 x 4 SYP TOP PLATE W/ 5IMP50N 5PH4 6 16" O.G. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" TIG GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.C. 1*1 '�"SIMPSON HETA20 a 32" O.G. IF ATTACHED TO RIMJOISTS. 624" O.C. •. MAX IF ATTACHED TO FLOOR TRU55E5 •° 1 \ � 1/2" CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK a WINDOW SPH4 -.n JTUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY GALLS 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2 -*5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACE LENGTH OF MASONRY WALL TOP) IS LE5 THAN OR EQUAL TO (o'-6" AND DOUBLE COURSE SHOWN IS NOT NOTED AT THE FLOOR PLAN, IT IS ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-05 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THIS DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PST) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 ENGINEERED ROOF TRUSSES 624" D.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING DETAATHING IL BAFFLE ION INSULATION PER COMMUNITY SPECS OR ENERGY CALGS 1/2" GYPSUM CEILING BOARD ' HURRICANE ANCHOR a EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ 5IMP50N SPHS 6 16" O.C. EACH aa1\ STUD (12) 10d NAILS EACH. ELEVATION I II '\ GYP. BOARD RETURN .4 010. WINDOW SILL CAULK 6 WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" BOLTS 4 WASHERS W/ 5" IMBED 6 2'-0" O.G. (MAX.) CENTERED ON WALL. 5IMP50N SPHS 2x8 PT SOLE PLATE IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER 9 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYP5UM BOARD WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST GONG. SILL PRE -CAST CONC. SILL 4 4" HIGH CONC. BLK. 4" HIGH CONS. BLK. 8" CMU PER ASTM -C c30,11300 —� 8" CMU PER ASTM -C 90,1900---' PSI MIN, W/ TYPE M OR 5 SEE FO .SLAB. PSI MIN. W/ TYPE M OR 5 SEE FO .SLAB. MORTAR PER ASTM -C 210. SEE FOUND. PLAN MORTAR PER ASTM -C 270. SEE FOUND. PLAN 5/8" CEMENTITIOU FINISH PER FBCR 703.7.2 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. rA-'jypical Two Story Wall Section S-0 SCALE:NTS 5/8" CEMENTITIOU5 FINISH PER FBCR 703.7.2 a FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. /,'-�Typical Two Story Wall Section �W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS_ _ REVISIONS _DK/PK ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 0 Z O w z 0 W I.f{ W o w LL x t z z a w a 30Fs Woo`=' R, LL = S zc�� "8<z N wzo�z0Y0cc az "'r O�zeaz �' en w 00 Ln Qago Z�m°°Oz Z C7 zGE QR f -LL =FS=zW p O T,LDHW ty W= W W K 0 Q F LL W J zo3o zU=' W V CC LL 0 W UZQ V1 _ w CL Q z z W U' z W S z W 1- Q Q = W C Q W Q a H K W W W w w a. tz o O Qcl JM M , t9 ° w 3 M N N a crn LULn - 00 H p 00 M �r LUN � ui N °C 00o Aw.W 0 c N Ln C9 ZLLf�,Q . w Z cri0 0a NJ 1 �0`00U Qu Wg a 00 NAV. \ .o_ �z •`' 4k' I 0 --Jl DATE a3 m8-18 SCALE DRAWN MK/PDK ,JOB Sheet content: Structural Details Sheet number: 54 �n- III NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NOTE: THESE PLANS ARE THE PROPERTY OF DECKING RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHAN6E5 TO THESE PLANS, REGAR )LE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX "AT 2x6 WALLS USE 5PH6 EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND CONNECTORS IN LIEU OF PLANS, THEY SHOULD BE READ CAREFULLY 2"X4" PANEL BLOCKING 6 48" 0/C REVISIONS BY NEW CODE UPDATES DK/PK _ REVISIONS 5PH4 CONNECTORS SHOWN. ADDED 142 MPH SHEETS FOR THE FIRST 8'-0" OF END WALL ND FLOOR FRAMING ADDED 160 MPH SHEETS DK/PK REVISIONS AT 2x8 WALLS USE SPH8 GEN NOTE REVISED FROM EA. END. (TYP) TOP 4 BOTTOM REVISIONS ADDED CROSS STRAPPING DET'L DK/PK CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. SIMPSON 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS SIMPSON C516 OR M5TA3(o STRAP Jo W�ZZ� c W WurapLU 2:-.00=a _ W Z FOR WALLS LARGER THAN NAILS. r, _ N 6 32" O.G., EVERY OTHER to M w 00 �¢oo zvinow(D N .J aZL, =�p=zw O 2x8, USE 51MP50N 5P1'5 ON F LL EACH STUD LL �=uc� ZZw�v�i LLI Z Lu Q a Z W W? K H EACH SIDE OF STUD TO LU CL ur w N Of W __ �m atz N O p a13 JM BOTTOM PLATE 4 51MP50N FOLLOW TABLE BELOW J M �16— Ln w ZNM CL fn JW W 1- p 000 M 5P2'5 ON EACH SIDE OF FOR APPROPRIATE STUD TO TOP PLATES. U.N.O." SPACING 4 SIZE OF W -11 O 00 3 Ln D �.-----FLOOR JOIST-5EE FRAMING PLAN _ Nd w Z M0 d W Q 00 U WALL STUDS. STUDS W vi Z d a 00 SHALL BE INSTALLED WEEP SCREED INSTAILED PER .• /V';. MAX. 16" O.G., SEE MANU F, 'N'/5-3 J `�— 6IMP50N HETA20 32" O.G. MAX. It ii o DATE 03-27-18 SCALE NOTED 2x4 S.Y.P. "1 RIBBON 2"X4" GROSS BRACE W/4 -10d 6 EA. FLOOR 's 48" O/C FOR THE TRUSS. I5T 2'-0" OF END WALL C516 OR MSTA 36 -- W/ (4) 0.131X3 1/2" EA. END 32"O.C. (36" LONG) o INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 5YP 02 WOOD �_ 3-0.131 x 3 I/2" EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d TOENAILS. HETA20 9 32" O.C. ON THE e 48" 0/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 EQUAL C516 OR NOTE: BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS H UD,M5TTO TU EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N75-3 FOR STUD INFORMATION BLOCKING. ---FLOOR JOIST-5EE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" B ALT. Frame/Mason Connection #1 FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE S"5 SCALE: NTS NOTE: BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING AS 77 ADD 2X4 BLOCKING 0.131"x3-1/2" TOENAILS DELINEATED 1 eTA36 OR G51(o OR AT EACH END TYP. ELSEWHERE SET. IN PLAN DOUBLE TOP PLATE (MINN. STUD GRADE NOTE: "AT 2"X4" GROSS BRACE HETA20 WIHIC—H 15 NOT PROVIDE A MINIMUM 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 6 48" O/C FOR THE 15T 2'-0" OF END WALL ALIGNED UJ/ TRUSS VERT. 2 PLY END STUD AT EACH END OF 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" 6 EA. END UJEB USING 2-0.131" X 3 1/2" SEGMENT AT 2x8 WALLS USE SPH8 INTO 2 X4 BLOCKING TOENAILS EA. END. INSTALL SIMPSON CS16 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. GROSS STRAPS WITH (1) 0.131"x3-1/2' NAIL AT EAc FOR WALLS LARGER THAN DEPTH FULL D FULL PA551NG STUD AND 2x8, USE 6IMP50N 5PI'5 ON NG H BLOSHEATHING EDGES 2x STUDS M NIMUM ATDEACH END T WITH 4 NAIL,' EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP60N w/ (3) 0.131"x3-1/2" 16" O.G. TOENAILS EA. END TOP AND BOTTOM PLATES/END STUDS. 6P2'5 ON EACH SIDE OF ?• CONSTRUCT WALL = STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O." FLOOR 'o" �C AS LOAD BEARING i- DIAGONAL AND AT 45 SIMPSON 5PH4 TO ----__` 2"x4" PANEL BLOCKING 48" O.C. FO J015T WITH UPLIFT REF. DEGREES OR LESS IN LU RELATION TO EA. STUD TOP 4 _ -- THE FIRST 2'-0" OF END WALL FROM EA. (TYP) ca5 1. HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD SIMP50N HTT4 OR _Y 1/2" DIA NUT oo ATTACHED W/ (2) 16d TOE NAILS. EQUAL AT EACH END OF SEGMENT ? � LU/MIN. 1-1/4" DI•" DIA x vs"" WHEN GRO55 BRACE ANGLE U WASHER GREATER THAN 45• EXTEND PANEL _ DA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD THREAD ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD 15 OVER A 1/2„ DIA a" DIA SPACING SIZE OF VOID SPACE, INSTALL SOLID 2X ANCHORBOLT COUPLING WALL STUDS. STUDS SHALL BE INSTALLED JOINT BLOCKING BELOW. TYP. A.B. EXTENSION DETAIL -s MAX. 16" O.C. N —COUPLER NUT —_ — ���``�;.••�' INSTALL 5/8" �� • THREADED ROD IN SIMPSON SET DIA. IT J -BOLTS OR WITH SIMPSON2'-0" ;; 2"x4" CROSS BRACE 6 48" O.C. FOR • z EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, AT GR055 STRAPPED SET EPDXY, 5" EMBEDMENT 24" 2X4 RIBBON THE let OF END WALL W/ (2) 10dx3 EA. END INTO 2 "x4" BLOCKING. •' Y' SEGMENT, IF SHEATHING IS w/ 3-16d (ANGLE NOT TO EXCEED 45•) SEE fii WHEN i GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 1" O.C. OR 06 x EA. TRUSS. •' '` . '•i WHEN ANGLE 15 GREATER THAN 45', OR055 BRACE 6 48" O.C. FOR THE 1st ., 'p% DISTANCE 15 >� �•..•- LE55 THAN 2'-0" >�,► l% CMU WALL SEE FLOOR TRU55ES FLOOR PLAN FOR 2X BOTTOM PLATE WITH (4) I-1/4" SCREWS �° O.C. NAILS AT EACH PASSING ALONG EDGES AND 12" O.G. 4'-0" OF END WALL. 9 THE FIRST BAY ���i�bl TYP. MORE INFO. TRUSS OR NAILS ALONG THE IN THE FIELD. IF -- BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRUSS/RIM JOIST GYPSUM, SEE NAILING AT 4" O.C. ALL NAILS TO BE SCHEDULE AT O/S2. NOTE: 0.131"x3-1/2" MIN. TYPICAL. 5EE 'N75-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER TO TYPICAL 2-5YOB W/ 12-SdX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD Cross Strapping Detail ALT. Frame/Masonry Connection #2E Floor Truss Parallel To Brg. Wall A 2x4 BEARING $-5 SCALE: NTS $'5 SCALE: NTS $-5 SCALE: NTS WALL W/ STUDS m 16" O.G. 1/16 APA RATED WOOD SHEATHING 51MP60N 5PH4 EA. STUD NOTE: NOTE: "AT 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF PRE-ENGINEEREDPRE-ENGINEERED ROOF TRU55ES 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. FLOOR J015T AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF n. 5PH4 CONNECTORS 5HOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE SIMP50N 5PI'5 ON INSULATION PER ENERGY CALGS 2x8, USE 5IMP60N 5P1'5 ON INSULATION PER ENERGY CALCS CEILING BOARD PER ARCH, PLANS EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP60N 1/2 GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE a SIMPSON 1/2" GYPSUM CEILING BOARD 51=2'5 ON EACH SIDE OF HURRICANE ANCHOR e EACH TRU55 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR e EACH TRU55 STUD TO TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O."v\j PROVIDE CONTINUOUS STRAPPING NOTE: CONNECTION TO FOUNDATION -- CONNECTION TO FOUNDATION 2x4 BLOCKING w/ HT516 W/ 1 3-0.131 x 3 1/2" R5. TO EA, TRU55 TO "AT 2x6 WALLS USE 5PH6 DBL, 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 2x4 SOLE PLATE 5PH4 6 EA. STUD 2x4 SOLE PLATE 5PH4 9 EA. STUD HANGER PER TRUSS PRE-ENGINEERED MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 PROVIDE (2) 16d COM a EACH TRU55COM 1/2" GYPSUM PROVIDE (2) 16d 9 EACH TRU55 1/2" GYPSUM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. Floor Truss To Girder Connection FOR WALLS LARGER THAN SIMPSON GSI6 W/ MIN (22) 10d —3/4" T4G GLUED W/ CONSTR. ADHESIVE SIMPSON G516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE H S 5 SCALE: NTS 2x8, USE 51MPSON 5PI'5 ON EACH SIDE OF STUD TO COMMONS (12 MIN. EACH END) 1105 MAX 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "0" COMMONS 112 MIN. EACH END) 1705" MAX 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "0" BOTTOM PLATE SIMPSON EACH STUD WRAP UNDER TOP ON SHEET 5-2 EACH STUD WRAP UNDER TOP ON SHEET 5-2 SP2'S ON EACH SIDE OF PLATE (1ST FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES. FLOOR TRUSSES 6 24" O.G. FLOOR TRUSSES 6 24" O.C. EXTEND SHEATHING TO U.N.O." 2x4 02 5YP RIM w/ (3) 2x4 "2 5YP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRU55 J015T (INSET) 16d NAILS EA. TRU55 JOIST (INSET) WALL GIRDER 1/2" GYPSUM BOARD—�_ 1/2" GYPSUM BOARD 2x BEARING WALL W/ STUDS 9 16" O.G. PROVIDE (3) 0.131 X— �--� SIMPSON MT516 � 3-1/2" TOE NAILS AT EACH FLOOR TRUSS PRE -ENGINEERS 1/16 APA RATED REENGINEERED FLOOR TRU55 TO WALL BELOW I/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - FLOOR TRU55 �� WOOD SHEATHING FLOOR TRUSS DRAG FAPPLICATION IN16H SEE E ON N-1 PAGE DORR 7/16" SHEATHING MIN., DRAG SEE E ON N-1 PAGE GARAGEOWN SEE GENERAL NOTE FOR ADOWN RAGEFIN15H APPLICATION 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS 6 DBL. 2X TOP PLATE w/ SIMP50N 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 51MP60N 5PH4 EA. END 10 16" O.C. w/ (12) 10d NAILS EACH 9 16" O.C. w/ (12) 10d NAILS EACH 2 x 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 31/2" NAILS 1/2" ANCHOR BOLT os 24" 1/2" ANCHOR BOLT 6 24" O.G. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE 51MP50N C516 BIMP50N C516 EA. STUD PT 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 10d 70 BASE OF 2X4 51MP50N 5PH4 6 EA. 51MP50N 5PH4 9 EA. COMMONS (11 RIBBON BELOW 51MP50N HT516 g STUD w/ (10) 10d NAILS w/ (10) 10d NAILS MIN. EACH END) EA. TRU55 EACH 4"CONC. SLAB. SEE ETAUD CH 4"GONG. SLAB. SEE FOUND. PLAN FOUND. PLAN BEAM / GIRDER 51MPS0 REFER 70 TYPICAL 2 -STORY WALL HSTA20 SECTION FOR INFORMATION NOT TYP. Loa[) BEARING WALL WnJPLIFT °° °° FOOTING SEE FOUNDATION ° °° °° FOOTING SEE FOUNDATION 2x BOT. PLATE PRE-ENGINEERED CMU WALL SHOWN ° PLAN FOR SIZES 4 MORE INFO. ° PLAN FOR 51ZES 4 MORE INFO. W/ 2-0.131 x 3 1/2" NAILS 6" O/C FLOOR TRU55 a. �- a. Cantilevered Floor Truss Over Wall S-5 SCALE:NTS T ical Two Story Interior Bearing Wall Section T ical Two Story Interior Bearing Shear Wall Section Second Floor Frame Connection 0 Girder ,q D F $-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS �n- III NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHAN6E5 TO THESE PLANS, REGAR )LE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THE5E PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK _ REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK Q p O p Lu z^oawp W Jo W�ZZ� c W WurapLU 2:-.00=a _ W Z O ij,z- D cr 0,y ,_, >D uj ZO r, _ N �LLMa �a(7Y1_ W =pzz o�siaz �' to M w 00 �¢oo zvinow(D N .J aZL, =�p=zw O Uj F LL zp?O zw?W0 LL �=uc� ZZw�v�i LLI Z Lu Q a Z W W? K H Q LU CL ur w N Of W __ �m atz N O p a13 JM J M �16— Ln w ZNM CL fn JW W 1- p 000 M w N W -11 O 00 3 Ln D _ w cV v Z LL n a _ Nd w Z M0 d W Q 00 U Q LL W vi Z d a 00 .• /V';. • Z J It ii o DATE 03-27-18 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 55 DRYWALI OVER FUI BLOCK U 11/16x11/16 COVE MC (0100) 1x6 TRIM (WINDOW PER PLA (WINDOW - PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL - EDGES 1x6 TRIM --�~ BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW -� PER PLAN) LINE OF WALL BELOW LINE OF TRIM BELOW COMPOSITE WINDOW-,` PLAN SILL EAD SILL 1x(o TRIM ELEVATION LINE OF WALL BELOW (NICHE LINE OF CA51NG ___ PER PLAN) DRYWALL FINISH BELOW --------- OVER FURRING ON COMPOSITE WINDOW BLOCK WALL SILL PLAN WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: '' : r-0' SHIM A5 It -41 SHIM AS REQD. REO'D. lt 7r WINDOW >ETAIL 1/4' DOOR CASING (036(o) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: P. 1'-0' �- INVERTED 2 I/4' INVERTED 2 1/4' I• DOOR CASING (03(o6) DOOR CASING (036(o) 2x STUDS (PER 2x 5TUD5 (PER 5T. 5TD. PLAN) BASE PLAN) BASE CABINET 1/1' DRYWALL CABINET 1/2' DRYWALL 3 114' (0366 SASE BD.Ln f 0366 BASE BD. QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/1' = I'-0' SCALE: 1/2' : 1'-0'- 8' W. CORIAN TEMP. GL. *JW NUMIRM 22060 ENCLOSURE BUILDER 7D CAP x I - REMS D 07-07-16 NW �' 1/2' DRYWALL S' W. CORIAN 0 BELOW CAP CAP TILE FINISH r TILE FINISH OVER WATER 2x STUDS (PER I I OVER WATER RESISTANT PLAN) �I II RESISTANT WALL BD. L. �• p II II WALL BD. 1/2' DRYWALL BATH it I� SHOWER SHOWER i) li SHOWER .. E 31/4' BASE BD. I I SIDE 7 (036(o) h r SECTION PLAN SHOWER LOW WALL SCALE: Ill' : 1'-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE 5TD. VAINTY CABINET 3 1/4' BASE BD. 1036(o ) 8' W. CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW - 2x 6TU05 (PER SILL PLAN) SQUARED DETAIL— EDGES INVERTED 2 1/4'— DOOR /4'-!DOOR CASING (036(o) DRYWALL FINISH — OVER FURRING ON �— BLOCK WALL VANITY LOW WALL 51 -'ALE: 1/2' : 1' -0' - 21FY TOP SILL CT 1/2' OUT EIVE TILE) SHOWER WINDOW SCALE: 1/4'2 I'-0' (WINDOW PER PLA LINE OF L BELOW LINE OF C BELOW COMP051, SILL SILL ELEVATION ,'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL Ems: r , 14, WINDOW )ETAIL 1/4' DOOR CASING 10366 ) FLOORING /BASE BOARD NOTE: WHEN TILE FLOOR IS SELECTED ONLY SASS BOARD 15 INSTALLED. WHEN U100p FLOOR IS SELECTED BASE BOARD AND SHOE MOULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB (BI -PASS DRS. PEP PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CA51NG (03(o6) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) 5 1/4' CROWN 3 (045) 51/4 CROWN SCALE: P- r-0' 1/2 j 2 1/4' DOOR CASING (03(o6) Ix8 —� HELD OVER 1/2' WHITE PINE PLAN 1/1' DRYWALL- TYP. BI -PASS DRS. 2x6 WALL — CASING DETAIL 36' OR HIGH PER PLAN SCALE: P: V-0' MAIN HOUSE DRYWALL --z- GARAGE BASE BD. TO OVER f LAP SLAB STEP ANp C DRYWALL TRANSITION �y3 1/4' BASE BD. %(036(o ) NP. BASE BD. AT GARAGE /MAIN HOUSE SCALE: I'= 1'-0' NOTE: DfRAUJING& ON 11"x]7" 5�4EET WILL 5E ONE �4ALF TSE 5CALE NOTED ROUNDOVER W/ ROUTER 31/4' BASE BD. (0366) 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN' '' °'' °' IXIO --� WHITE PINE 1/2' DRYWALL - 26 WALL — 36' OR 42' HIGH PER PLAN ROUNDOVER W/ ROUTER 31/4' BASE BD. (0366) 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: "0' TRIM DETAILS TRIM • 77U • TYPICAL 7R/M DETAILS *JW NUMIRM 22060 CAD FILE 7FEN BUILDER 7D F x I - REMS D 07-07-16 NW �' 10-05-16 0 I 1A RON- m J r. CLW L. �• p Q < • �r-o 0 .. E loo 8 a QM � �Nm TRIM • 77U • TYPICAL 7R/M DETAILS *JW NUMIRM 22060 CAD FILE 7FEN BUILDER 7D ISSUED 06-16-16 REMS D 07-07-16 10-05-16 11-02-16 TRIM • 77U • TYPICAL 7R/M DETAILS DAVIS BEWS DESIGN GROV! 150 STATE STREET EAST CXJXMA& MORIISA 34677 813.92,5.1300 TEL 813.925.1800 FAX W W WDAVMEWS.COM TAMPA • DENVER. -- EST. 19% TRIM • 77U • TYPICAL 7R/M DETAILS LJ -1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) Ix6 PAINTED BASE PLATE 31/4" BASE BD. AS APRON LJ -1011 LEVEL LJ -4042 QUARTER URN NEWEL NEL Lf 5 POST L POST® LJ -1021 - ROSETTE LJ -6010 RAILING LJ -5015 WOOD - BALUSTERS (3 PER TREAD) Ix12 SKIRT -- BOARD LJ -8095 OAK - LINEAL COVE MOULDING BASE -ter PER TM LEVEL 3 1/4" OR 5 1/4" 14 SKIRT BOARD CBASE CAP MOULE) LJ-4040�� NEWEL POST LJ -1011 LEVEL QUARTER TURN LJ -4040 NEWEL ® POST OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS 11x6 PAINTED BASE PLATE 3 BASE A AS APRON STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD SHOWN) lx8 PAINTED R15ER LJ-8010MR1 OAK TREAD `-LJ-4042 NEWEL P05T 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. * INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ -8090-5 OAK 51/4" LANDING TREAD SELECT 2 1/4" STRIP FLOOR LJ -8090-5 OAK 51/4" LANDING LJ -4042 TREAD % NEWEL POST LJ-6010MRI OAK TREADS RAILING— I Z- LJ-8010MR2 OAK TREADS SELECT 2 1/4" STRIP FLOOR �- LJ-8010MRI OAK TREADS RAILING LJ -4042 NEWEL POST rtr.5. SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHD1113 ACK STAIR FLOOR PLAN N.U. STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 11 WROUGHT IRON 5ALU5TER5 LJ � 4 I 4 NEWELP057� i r SECTION I Voo� CUT THRU �� WALL �:�<' LJ -1041/6 5 -TURN LJ -5015 W00D� BALUSTERS (3 PER TREAD) LJ -8095 OAK- '�— LINEAL COVE MOULDING BASE PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 SKIRT BOARD 1x12 SKIRT BOARD �- LJ -6010 RAILING BASE CAP MOULq LJ -4040 NEWEL POST Ix6 PAINTED BASE PLATE 3 1/4" BASE AS APRON STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) 16 PAINTED R15ER LJ-8010MR1 OAK TREAD LJ -4042 NEWEL P05T 2 EA. - LJ -3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL STAIR AND RAILING RULES I. WHEN PLAN INDICATES 5ULLN05E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING% INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOU5" RAIL INSTALLED PER CODE AS NECESSARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FIN15H AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DE51GN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) 70 BE CLEAR -COAT A5 WELL. OPTION UPGRADES FOR STAIN COLORS. 5. ALL WOOD RISERS TO BE PAINTED WHITE. LJ - TRE LJ - TRE HT. WALL PET STARTS HIS RISER .ING X042 NEWEL �T GENERIC WOOD /CARPET STAIR FLOOR PLAN KT.5. N.r.S. Ix12 SKIRT BOARD LJ -6010 RAILING 1�( BASE GAP MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) Ix6 PAINTED RISER LJ -1040 /1045 TURNOUT LJ -4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL 2x STUD WALL w/ DRYWALL FIN. -- ILJ-5015 SECTION OUT THRU�:91 BASE CAP WALL MOULD ROSETTE Ixl2 SKIRT LJ-8010MRI BOARD LJ -1041/8 SUB TREAD 5 -TURN LJ -5015 WOOD--" BALUSTERS } (3 PER TREAD) I N LJ -8095 OAK LINEAL COVE MOULDING LJ -5015 WOOD BASE PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 SKIRT BALUSTERS BOARD LJ -3009 - BRACKET Ix12 SKIRT BOARD LJ -6010 RAILING 1�( BASE GAP MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) Ix6 PAINTED RISER LJ -1040 /1045 TURNOUT LJ -4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL 2x STUD WALL w/ DRYWALL FIN. -- ILJ-5015 WOOD 42" H. BALUSTERS f—(3 BASE CAP PER TREAD) MOULD ROSETTE Ixl2 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD LJ -8095 OAK LINEAL COVE MOULDING } Ixl2 SKIRT BD. I N \ BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL Har TO 5CALE QC BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING 1 BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.5. N.T.5. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING �\ LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL LJ -404 42" H. LJ -1021 DAVIS BEWS DESIGN GRROVP NEWEL RAILING ROSETTE P05T co N co ej` LL ML W 4. coo 0 .6 < z<M :9 0) LJ -6010 36" H. RAILING RAILING LJ -5015 WOOD 0 3 1/4" BASE BALUSTERS 0AS APRON (3 PER TREAD) LJ -4042 WOOD TREAD Q NEWEL POST Ix12 SKIRT BD. QC BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING 1 BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.5. N.T.5. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING �\ LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL LJ -4010 LJ -4045 w ail LJ -4042 r LJ -4040 TYPICAL NEWEL POST PROFILES Ln N.t 5. LJ -5015 LIH-HOLI5A6K44 LIH-14005A51<44 LIH-POLIKNUC44 LIN-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) NP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN 70 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF —" BASKETS TO loe BE PARALLEL TO TOP RAIL 110, LIH-HOL25A5K44 (DOUBLE BASKET) LIH-HOL18A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DIRAWING& ON 11"x17 5�4EET QUILL 15E ONE 44LF T�4E SCALE NOTED KT.5. N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING �\ LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF KNUCKLES TO BE PARALLEL TO TOP RAILo IA LIH-HOL2KNUC44 (DOUBLE KNUCKLE RZ LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE _ DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING oe LJ -4042 NEWEL POST 10 LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIP-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. STAIR DETAILS DAVIS BEWS DESIGN GRROVP L50 STATE STREET' FAST OLDSMAk FLORIDA 34677 813.92-5.1300 TEL 813. 925. 1800 FAX V4WW.DAW%EVvSC0M TAMPA • DENVER v C 0 (� O O E *p LJ -4010 LJ -4045 w ail LJ -4042 r LJ -4040 TYPICAL NEWEL POST PROFILES Ln N.t 5. LJ -5015 LIH-HOLI5A6K44 LIH-14005A51<44 LIH-POLIKNUC44 LIN-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) NP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN 70 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF —" BASKETS TO loe BE PARALLEL TO TOP RAIL 110, LIH-HOL25A5K44 (DOUBLE BASKET) LIH-HOL18A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DIRAWING& ON 11"x17 5�4EET QUILL 15E ONE 44LF T�4E SCALE NOTED KT.5. N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING �\ LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF KNUCKLES TO BE PARALLEL TO TOP RAILo IA LIH-HOL2KNUC44 (DOUBLE KNUCKLE RZ LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE _ DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING oe LJ -4042 NEWEL POST 10 LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIP-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. STAIR DETAILS 'JOiB Numam 24183 01' DAVIS BEWS DESIGN GRROVP L50 STATE STREET' FAST OLDSMAk FLORIDA 34677 813.92-5.1300 TEL 813. 925. 1800 FAX V4WW.DAW%EVvSC0M TAMPA • DENVER x _(a C 0 (� O O E *p co N co ej` LL ML W 4. coo 0 .6 < z<M :9 0) 'JOiB Numam 24183 01' STAIR • nnF • TYPICAL STAIR DETAILS DAVIS BEWS DESIGN GRROVP L50 STATE STREET' FAST OLDSMAk FLORIDA 34677 813.92-5.1300 TEL 813. 925. 1800 FAX V4WW.DAW%EVvSC0M TAMPA • DENVER --� EST. 1994► -- STAIR • nnF • TYPICAL STAIR DETAILS